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HomeMy WebLinkAboutFinal Agenda Packet CITY OF RENTON AGENDA - City Council Regular Meeting 7:00 PM - Monday, November 1, 2021 Council Chambers, 7th Floor, City Hall – 1055 S. Grady Way Due to the COVID-19 pandemic, Councilmembers are attending this meeting remotely through Zoom. Audience comments will be accommodated through Zoom. Speakers must click the link to the registration form (linked below), fill it out, and submit it by 5 p.m. on the day of the Council meeting. The public may also submit comments in writing to cityclerk@rentonwa.gov by 5 p.m. on the day of the meeting. Registration is not required for those who wish to speak during public hearings. Registration for Audience Comment Registration will be open at all times, but speakers must register by 5 p.m. on the day of a Council meeting in order to be called upon. Anyone who registers after 5 p.m. on the day of the Council meeting will not be called upon to speak and will be required to re-register for the next Council meeting if they wish to speak at that next meeting. • Request to Speak Registration Form • You may also copy/paste the following URL into your browser: https://forms.office.com/g/bTJUj6NrEE • You may also call 425-430-6501 or email jsubia@rentonwa.gov or cityclerk@rentonwa.gov to register. Please provide your full name, city of residence, email address and/or phone number, and topic in your message. • Instructions for Virtual Attendance For those wishing to attend by Zoom, please (1) click this link: https://us02web.zoom.us/j/84938072917?pwd=TUNCcnppbjNjbjNRMWpZaXk2bjJnZz09 (or copy the URL and paste into a web browser) or (2) call-in to the Zoom meeting by dialing 253- 215-8782 and entering 849 3807 2917 Passcode 156708, or (3) call 425-430-6501 by 5 p.m. on the day of the meeting to request an invite with a link to the meeting. Those providing audience comments will be limited to 5 minutes each speaker unless an exception is granted by the Council. Attendees will be muted and not audible to the Council except during times they are designated to speak. Advance instructions for how to address the Council will be provided to those who sign up in advance to speak and again during the meeting. 1. CALL TO ORDER 2. ROLL CALL 3. PUBLIC HEARING a) 2021/2022 Mid-Biennial Budget Adjustment Hearing 2 4. ADMINISTRATIVE REPORT a) Administrative Report 5. AUDIENCE COMMENTS NOTICE to all participants: Pursuant to state law, RCW 42.17A.555, campaigning for any ballot measure or candidate in City Hall and/or during any portion of the council meeting, including the audience comment portion of the meeting, is PROHIBITED. 6. CONSENT AGENDA The following items are distributed to Councilmembers in advance for study and review, and the recommended actions will be accepted in a single motion. Any item may be removed for further discussion if requested by a Councilmember. a) Approval of Council Meeting minutes of October 25, 2021. Council Concur b) AB - 2985 City Clerk reports receipt of a street vacation petition from the Renton School District, and submits the staff recommendation to set a public hearing on November 22, 2021 to consider vacating a portion of Chelan Ave NE, at approximately the 1100 block of Chelan Ave NE, north of NE 10th St. (Petitioner: Renton School District; VAC-21-001) Council Concur; Set Public Hearing on 11/22/2021 c) AB - 2960 Equity, Housing, and Human Services Department recommends approval of a Multi-Family Housing Property Tax Exemption Agreement for Solera, a 590-unit multi- family project located in the Sunset designated residential target area, which provides a partial tax exemption for 12 years upon completion of the project. Refer to Planning & Development Committee d) AB - 2981 Executive Department requests authorization to hire a Senior Business Systems Analyst at Step E of salary grade a27, effective November 16, 2021. Refer to Finance Committee e) AB - 2977 Finance Department requests authorization to hire a Payroll Technician II at Step E of salary grade n13, effective November 9, 2021. Refer to Finance Committee f) AB - 2965 Parks & Recreation Department submits the Notice of Completion for CAG-21- 137, contract with Landscape Structures, Inc., for the Liberty Park Playground Replacement project, and requests approval of the project and authorization to release retainage in the amount of $27,750.55, after 60 days once all required releases from the State have been obtained. Council Concur g) AB - 2979 Parks & Recreation Department recommends approval of a Federal Land and Water Conservation (LWCF) grant, administered by the State Recreation and Conservation Funding Board (RCFB) and the Recreation and Conservation Office (RCO), in the amount of $500,000, to be used for the Gene Coulon Memorial Beach Park Trestle Bridge project; and to adjust the budget accordingly. Refer to Finance Committee h) AB - 2980 Public Works Transportation Systems Division recommends adoption of an ordinance authorizing the initiation of condemnation proceedings for a portion of certain properties on Rainier Ave S and Rainier Ave N, between S 3rd St and NW 3rd Pl, as described in Exhibit A of the attached ordinance, on November 15, 2021. Refer to Committee of the Whole i) AB - 2978 Public Works Utility Systems Division recommends adoption of a resolution authorizing execution of Interagency Agreement (IAA No. C2200051) with the Department of Ecology, in order to receive $175,000 in funding for Pollution Prevention Assistance between the State of Washington, the Department of Ecology, and the City of Renton; additionally a budget adjustment is requested for this new funding source. Refer to Finance Committee 7. UNFINISHED BUSINESS Topics listed below were discussed in Council committees during the past week. Those topics marked with an asterisk (*) may include legislation. Committee reports on any topics may be held by the Chair if further review is necessary. a) Committee of the Whole: 2021/2022 Mid-Biennium Budget Amendment*, Establishment of the Equity Commission* b) Utilities Committee: Agreement with Parametrix for Stormwater Management Action Planning 8. LEGISLATION Resolution: a) Resolution No. 4451: Setting Public Hearing for Chelan Ave NE Street Vacation Petition (See Item 6.b) Ordinances for first reading: a) Ordinance No. 6030: 2021/2022 Mid-biennium Budget Adjustment (See Item 7.a) b) Ordinance No. 6031: Establish 2022 Property Tax Levy (See Item 7.a) c) Ordinance No. 6032: Authorize 2022 Property Tax Increase (See Item 7.a) d) Ordinance No. 6033: Establishing the Renton Equity Commission (See Item 7.a) 9. NEW BUSINESS (Includes Council Committee agenda topics; visit rentonwa.gov/cityclerk for more information.) 10. ADJOURNMENT COMMITTEE OF THE WHOLE MEETING AGENDA (Preceding Council Meeting) 5:45 p.m. - MEETING REMOTELY Hearing assistance devices for use in the Council Chambers are available upon request to the City Clerk CITY COUNCIL MEETINGS ARE TELEVISED LIVE ON GOVERNMENT ACCESS CHANNEL 21 To view Council Meetings online, please visit rentonwa.gov/councilmeetings Mayor’s Office Memorandum DATE: November 1, 2021 TO: Randy Corman, Council President Members of Renton City Council FROM: Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer SUBJECT: Administrative Report • With our first significant storm behind us, it’s a good time to view our Emergency Management website to prepare for and navigate emergencies such as an extended power outage or severe weather. For example, you can sign up for ALERT Renton to get emergency notifications via phone, text, or email as well as download the Renton Responds app to report downed trees and blocked drains. For our part, the City’s operations crews are tested and ready for higher-than-average precipitation and colder-than-average temperatures, including snow. Visit our website for information and get prepared! • Fall Harvest Food Drive: The city’s recreation division hosts the Fall Harvest Food Drive on Saturday, November 6, 9 a.m. to 2 p.m. at Renton Community Center. City staff will collect non-perishable food items and unopened personal hygiene items for distribution by our partners in the community. Send your questions to recreation@rentonwa.gov. • Information about preventative street maintenance, traffic impact projects, and road closures happening this week can be found at http://rentonwa.gov/traffic. All projects are weather permitting and unless otherwise noted, streets will always remain open. Preventative street maintenance, traffic impact projects, and road closures will be at the following locations:  Williams Avenue South and Wells Avenue South Conversion Project: Impacts to traffic will continue throughout this area between South 2nd Street and South 3rd Street. Please visit the project webpage at https://rentonwa.gov/ww for more information.  Lake Washington Loop Trail Project Logan Avenue South and Airport Way: Lane closures continue until approximately early November. For more information and project updates, please visit the project webpage at https://rentonwa.gov/cms/One.aspx?portalId=7922741&pageId=9346818. AGENDA ITEM #4. a) Randy Corman, Council President Members of Renton City Council Page 2 of 2 November 1, 2021  Ongoing Trail Closure: Ripley Lane North Trail closure through fall 2021 just north of VMAC and the trailhead going north to support the WSDOT I-405 Renton to Bellevue Widening and Express Toll Lanes Project. Questions may be directed to Justin Johnson at 425-902-7172.  Downtown Utility Improvement Project: The Downtown Utility Improvement Project requires several roadway closures and detours between now and project completion in 2022. For more information on current upcoming road closures and traffic impacts or to sign up for email or text alerts visit the project website at https://rentonwa.gov/duip.  Sunset Lane NE Ongoing Street Closure through October 4, 2023 (City of Renton Resolution No. 4446). FULL STREET CLOSURE on Sunset Lane NE between NE 10th Street and Harrington Place NE in support of the Solera Development Project (LUA20-000305). Questions may be directed to Brad Stocco, 425-282- 2373.  Monday, November 1 through Friday, November 5, 8:30 a.m. to 3:00 p.m. Possible single intermittent lane closure at the intersection of East Valley Highway and SW 19th Street due to roadway construction. Questions may be directed to Tom Main, 206-999-1833.  Monday, November 1 through Friday, November 5, 8:30 a.m. to 3:00 p.m. Intermittent lane closures on 116th Avenue SE at SE 188th Street (adjacent to Benson Hill Elementary School) due to roadway and utility construction. Questions may be directed to Tom Main, 206-999-1833. AGENDA ITEM #4. a) October 25, 2021 REGULAR COUNCIL MEETING MINUTES CITY OF RENTON MINUTES - City Council Regular Meeting 7:00 PM - Monday, October 25, 2021 Council Chambers, 7th Floor, City Hall – 1055 S. Grady Way CALL TO ORDER Mayor Pavone called the meeting of the Renton City Council to order at 7:00 PM. ROLL CALL Councilmembers Present: Angelina Benedetti, Council Position No. 2 Valerie O'Halloran, Council Position No. 3 Ryan McIrvin, Council Position No. 4 Ed Prince, Council Position No. 5 Ruth Pérez, Council Position No. 6 Kim-Khánh Vǎn, Council Position No. 7 (All councilmembers attended remotely) Councilmembers Absent: Randy Corman, Council President MOVED BY MCIRVIN, SECONDED BY PÉREZ, COUNCIL EXCUSE ABSENT COUNCIL PRESIDENT RANDY CORMAN. CARRIED. ADMINISTRATIVE STAFF PRESENT Armondo Pavone, Mayor Ed VanValey, Chief Administrative Officer Alex Tuttle, Senior Assistant Moloney, City Attorney Jason Seth, City Clerk Judith Subia, Council Liaison Kristi Rowland, Deputy Chief Administrative Officer Preeti Shridhar, Equity, Housing, and Human Services Administrator Chip Vincent, Community & Economic Development Administrator Martin Pastucha, Public Works Administrator Ellen Bradley-Mak, Human Resources and Risk Management Administrator Kelly Beymer, Parks & Recreation Department Administrator Cailín Hunsaker, Parks & Trails Director Deb Needham, Emergency Management Director Maryjane Van Cleave, Communications & Engagement Director AGENDA ITEM #6. a) October 25, 2021 REGULAR COUNCIL MEETING MINUTES Ron Straka, Public Works Utility Systems Director Amanda Askren, Interim Economic Development Director Kim Gilman, HR Labor Manager Jen Hughes, Fiscal Operations Manager Lynne Heimer, Administrative Secretary 1 Chief Jon Schuldt, Police Department Administrator Commander Chandler Swain, Police Department (All City staff attended remotely except City Clerk Seth) ADMINISTRATIVE REPORT CAO Ed VanValey reviewed a written administrative report summarizing the City’s recent progress towards goals and work programs adopted as part of its business plan for 2021 and beyond. Items noted were: • The King County Vaccine Verification mandate is effective today, Monday October 25. As of today, all King County residents 12 years and older will be required to show proof of full COVID-19 vaccination or results from a negative COVID test (taken within 72 hours) to enter large outdoor events, indoor recreational spaces, and most indoor bars/restaurants. For more information regarding City of Renton facilities impacted by this mandate and types of verification requested to show proof of vaccination, please visit rentonwa.gov/covid. For information about the King County mandate, please visit kingcounty.gov/verify. • City of Renton celebrated the grand opening of Sunset Oaks Apartments in the Sunset Area neighborhood on Friday, October 22. This project, a partnership including the city, King County and Renton Housing Authority, provides 60 units of affordable housing. Sunset Oaks is just one part of the Sunset Area Transformation Plan. For more information, please visit rentonhousing.org/sunset-oaks. • Preventative street maintenance will continue to impact traffic and result in occasional street closures. CONSENT AGENDA Items listed on the Consent Agenda were adopted with one motion, following the listing. a) Approval of Council Meeting minutes of October 18, 2021. Council Concur. b) AB - 2898 Community & Economic Development Department recommended adoption of an ordinance that restructures the City's code enforcement regulations by creating a new chapter in the Renton Municipal Code devoted to the City's code enforcement authority. Refer to Planning & Development Committee. c) AB - 2970 Community & Economic Development Department recommended approval to execute Supplemental Agreement No. 3 to CAG-19-288, contract with KPG, P.S., in the amount of $48,728, for additional consultant services for the Downtown Streetscape Project, Phase I. Council Concur. d) AB - 2971 Community & Economic Development Department recommended approval to execute Supplemental Agreement No. 3 to CAG-20-143, contract with RW Scott Construction, in the amount of $68,435.14, for additional construction support services for the Downtown Streetscape Project, Phase I. Council Concur. AGENDA ITEM #6. a) October 25, 2021 REGULAR COUNCIL MEETING MINUTES e) AB - 2975 Public Works Transportation Systems Division recommended approval of a two- year Transportation Demand Management Implementation Agreement, with the Washington State Department of Transportation, for reimbursement of $81,271 for the implementation of the City's Commute Trip Reduction (CTR) program. Refer to Finance Committee. f) AB - 2969 Public Works Transportation Systems Division recommended approval to execute an Interagency Agreement with Washington Traffic Safety Commission, for the obligation of grant funding in the amount of $247,397, to be used for Safer Access to Neighborhood Destinations traffic safety project. Refer to Finance Committee. g) AB - 2967 Public Works Utility Systems Division recommended execution of an agreement with Parametrix, in the amount of $240,896.12, for assessing and prioritizing receiving waters and developing a stormwater management action plan for the Stormwater Management Action Planning project. Refer to Utilities Committee. MOVED BY MCIRVIN, SECONDED BY PÉREZ, COUNCIL CONCUR TO APPROVE THE CONSENT AGENDA, AS PRESENTED. CARRIED. UNFINISHED BUSINESS a) Planning & Development Committee Chair Prince presented a report concurring in the staff recommendation to adopt the resolution approving the South King County Housing and Homelessness Partners 2022 Work Plan and Operating Budget. MOVED BY PRINCE, SECONDED BY PÉREZ, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. b) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation to approve the following payments: 1. Accounts Payable – total payment of $4,932,022.95 for vouchers, 10360-10363, 395501, 395503-395515, 395525-395879; payroll benefit withholding vouchers 395516-395524, 6678- 6688 and two wire transfers. 2. Payroll – total payment of $1,550,531.23 for payroll vouchers that include 597 direct deposits and 9 checks. (09/16/21-09/30/21 pay period). 3. Kidder Mathews vouchers 1001-1025, 6414-6419 totaling $42,662.16. 4. Municipal Court vouchers 017911-017927 totaling $18,455.81. MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. c) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation to authorize the Mayor and City Clerk to enter into a five-year collection service contract with Linebarger Goggan Blair & Sampson, LLP for the city’s general account receivables and Municipal Court receivables. MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. d) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation to authorize the Mayor and City Clerk to enter into a five-year agreement with Axon Enterprises, Inc., in the amount of $3,403,384.65 for the purposes body worn cameras and other related equipment. AGENDA ITEM #6. a) October 25, 2021 REGULAR COUNCIL MEETING MINUTES MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. e) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation to approve the Rail Corridor Improvements and Funding Agreement with BNSF Railway Company for the Park Avenue North Extension Project. MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE COMMITTEE RECOMMENDATION. CARRIED. LEGISLATION Resolution: a) Resolution No. 4450: A resolution was read, adopting the South King Housing and Homeless Partners 2022 Work Plan and 2022 Operating Budget. MOVED BY MCIRVIN, SECONDED BY PÉREZ, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. NEW BUSINESS Please see the attached Council Committee Meeting Calendar. ADJOURNMENT MOVED BY PRINCE, SECONDED BY PÉREZ, COUNCIL ADJOURN. CARRIED. TIME: 7:11 P.M. Jason A. Seth, MMC, City Clerk Jason Seth, Recorder 25 Oct 2021 AGENDA ITEM #6. a) Council Committee Meeting Calendar October 25, 2021 November 1, 2021 Monday 4:15 PM Utilities Committee, Chair Benedetti - VIDEOCONFERENCE 1. Agreement with Parametrix for Stormwater Management Action Planning 2. Emerging Issues in Utilities 5:00 PM Community Services Committee, Chair Văn - VIDEOCONFERENCE 1. Forestry Update CANCELED Transportation Committee, Chair McIrvin - VIDEOCONFERENCE 5:45 PM Committee of the Whole, Chair Corman - VIDEOCONFERENCE 1. 2021/2022 Mid-Biennium Budget Amendment 2. Establishment of the Equity Commission 7:00 PM Council Meeting - VIDEOCONFERENCE AGENDA ITEM #6. a) AB - 2985 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Street Vacation Request: Portion of Chelan Ave NE; Petitioner: Renton School District; VAC-21-001 RECOMMENDED ACTION: Council Concur; Set Public Hearing on XX/XX/XXXX DEPARTMENT: City Clerk STAFF CONTACT: Jason Seth, City Clerk EXT.: 6502 FISCAL IMPACT SUMMARY: N/A SUMMARY OF ACTION: On September 24, 2021, a finalized street vacation petition (VAC-21-001) was submitted by the Renton School District. Community and Economic Development staff have reviewed and verified the validation of the petition. The petitioner is requesting a portion of Chelan Ave NE (approximately the 1100 block of Chelan Ave NE) be vacated as part of the development of a new elementary school. CED staff is requesting a public hearing to consider this matter be set on November 22, 2021. A separate agenda bill agenda bill will be submitted referring the item to the Transportation Committee after the public hearing if Council accepts the petition and directs the petitioner to submit an appraisal of the related right-of-way being proposed for vacation. EXHIBITS: A. Petition B. Petition Exhibits C. CED Verification Memo D. Resolution Setting Public Hearing STAFF RECOMMENDATION: Adopt a resolution setting a public hearing on November 22, 2021 to consider vacating a portion of right -of- way (ROW) located in the vicinity of the 1100 block of Chelan Ave NE as part of a proposed development of a new elementary school. AGENDA ITEM #6. b) AGENDA ITEM #6. b) AGENDA ITEM #6. b) RENTON SCHOOL DISTRICT NO. 403 ELEMENTARY SCHOOL #16 LAND USE APPLICATION STREET VACATION MARCH 2021 ATTACHMENT Attachment to Street Vacation Application – Elementary School #16 EXHIBIT C BRENT PLANNING SOLUTIONS, LLC FOR RENTON SCHOOL DIST. NO. 403 (3-2021) EXHIBIT C – Public Benefit (A brief explanation of the purpose and long-term public benefit of the requested vacation.) Renton School District (District) is proposing development of a new elementary at the Subject Site. The proposed Elementary School #16 is part of the 2019 Capital Construction Bond, which raised nearly $250 million. Population growth and overcrowded schools in the Renton Highlands area has led the District to need additional classroom capacity for elementary school students. The site contains 11 individual tax parcels, which had previously been developed. The residential structures and associated outbuildings have been demolished under separate permits. Those parcels fronted on Chelan Avenue NE, in approximately the 1100 block. This request provides a long-term benefit by vacating right-of-way to facilitate development of the site for a needed school facility on a consolidated site. The District would move the access driveway for the abutting southwest parcel (#102305-9133), to the south, off of NE 10th and Chelan. The District is proposing to consolidate all the parcels on the Subject Site to one parcel. The consolidated site represents the acreage needed to build the new elementary school and associated parking, access and play areas. The existing street right-of-way, that once served the individual lots, is no longer necessary and is not needed for the overall street grid. The design of the school site ensures that potential development and use of the vacated right-of-way would be in the public interest. This determination is supported by established land use policies for school capital facilities and standards as called for by the street vacation policies of the City. The proposed vacation would not impact the circulation, access, utilities, light, air, open space and/or views provided by the existing right-of-way. Road systems or future right-of-way within the vicinity would not be impacted by the proposed vacation. Incorporating the right-of-way into the overall site layout serves as a long-term benefit to service District students in the area and as a community resource. AGENDA ITEM #6. b) EXHIBIT "A" (RIGHT-OF-WAY VACATION) THE WEST 30.00 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH WEST 12.00 FEET OF THE NORTH 77.05 FEET OF SOUTH 148 FEET OF THE NORTH 258.04 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; CONTAINING 10,234 SQUARE FEET, OR 0.23 ACRES MORE OR LESS. AGENDA ITEM #6. b) EXHIBIT "B" NE 12TH STREET 30’ EASEMENT FOR INGRESS AND EGRESS AFN 4503591 30’ WATER PIPES EASEMENT REC. NO. 4732276 137TH AVE. SE PUBUC 137TH AVE. SE PUBUC 30’ ROAD AND UTILITY EASEMENT REC. NO. 7204120016 18’ WATER EASEMENT REC. NO. 4732272 30’ WATER PIPES EASEMENT REC. NO. 4732271 S88' 34’ 08"E 12.00’ 30’ in CM 18' ___L____ /V£ lOTH STREET 22^5 North 30th Street, t b*.'’ Suite 300, Tacoma, WA 98403 253.383.2422 TEL S88' 34’ 08”E 30.01’ SOO' 03’ 48’’E 77.05’ S88' 36 30 E 30.01’ ELECTRICAL EASEMENT AS CONSTRUCTED WITHIN WEST 30’ REC. NO. 20030724002367 s LN NWjNEiNWj N LN SW^.NELn’w^ 30 12’ RIGHT-OF-WAY FROM KING COUNTY TO CITY OF RENTON REC. NO. 20050823000001 N 1”=200’ JOB NO. 2200373 September 18, 2020 RIGHT-OF-WAY VACATION LEGAL BY: SAR EXHIBIT BY: SAR w: \sdskproj\2020\2200373\2200373_row vacation exhibit mop.dwg SO' 03' 48”E 458.21’ niHIB L 253.383.2572 FAX THIS EXHIBIT HAS BEEN PREPARED TO ASSIST IN THE INTERPRETATION OF THE ACCOMPANYING LEGAL DESCRIPTION. IF THERE IS A CONFUCT BETWEEN THE WRITTEN LEGAL DESCRIPTION AND THIS SKETCH. THE LEGAL DESCRIPTION SHALL PREVAIL AGENDA ITEM #6. b) PRM25-0071 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE:September 24, 2021 TO:Jason Seth, City Clerk FROM:Amanda Askren, Technical & Property Services Manager SUBJECT:Petition for Street Vacation: Chelan Ave Petitioner: Renton School District, VAC-21-001 I have received and reviewed the above referenced petition and find it valid. •More than two-thirds of the abutting property owners have signed the petition. 100% of the frontage is represented by those who have signed the petition. •The petitioner’s maps and legal description are sufficient. •The petitioner’s explanation of public benefit is sufficient. Please request the City Council to set a resolution which fixes the time for a public hearing pursuant to Section 9-14-3 of the RMC. Finally, please add the following Department File Number to your indexing information: PRM25-0073. Thank you. AGENDA ITEM #6. b) 1  CITY OF RENTON, WASHINGTON    RESOLUTION NO. ________      A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, SETTING A PUBLIC  HEARING DATE REGARDING VACATION OF A PORTION OF CHELAN AVENUE NE  AT APPROXIMATELY THE 1100TH BLOCK OF CHELAN AVENUE NE, NORTH OF NE  10TH STREET. (CHELAN AVE NE STREET VACATION; VAC‐21‐001.)    WHEREAS, a petition was filed with the City Clerk, pursuant to the requirements of  chapter 35.79 RCW, petitioning for the vacation of a portion of Chelan Avenue NE, as hereinafter  more particularly described, and the petition was signed by the owners of more than two‐thirds  (2/3) of the property abutting upon that portion of the street sought to be vacated, and same  being described in Exhibit “A,” and depicted in Exhibit “B,” attached hereto and made a part  hereof as if fully set forth herein:   (A Portion of Chelan Avenue NE at Approximately the 1100th Block of Chelan  Avenue NE, North of NE 10th Street [the “Street”]);   NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  RESOLVE AS FOLLOWS:   SECTION I. That the 22nd day of November, 2021, at the hour of 7:00 P.M., is hereby  fixed as the date and time for a public hearing to consider the above‐mentioned petition for  vacating the Street; which hearing date is not more than sixty (60) nor less than twenty (20) days  from the date of passage of this resolution.  1. The public hearing will be held by means of the Zoom video conferencing web  application which includes a local phone‐in option.  Further information follows.  2. Public hearing testimony will be accommodated through the Zoom platform. The  public is requested to sign up for such testimony by calling 425‐430‐6501 or emailing  cityclerk@rentonwa.gov or jsubia@rentonwa.gov by 10:00 a.m. on the day of the  AGENDA ITEM #6. b) RESOLUTION NO. ________  2  public hearing. The public may also submit comments in writing to  cityclerk@rentonwa.gov by 5:00 p.m. on the day of the public hearing.  3. To attend the public hearing by Zoom, please:   (A) copy and paste or type the following URL into a web browser:   https://us02web.zoom.us/j/84938072917?pwd=TUNCcnppbjNjbjNRMWpZaXk2b jJnZz09;   or   (B) call‐in to the Zoom public hearing by dialing 253‐215‐8782 and entering 849 3807  2917 and then entering the passcode 156708;   or   (C) by 5:00 p.m. on the day of the public hearing, call 425‐430‐6501 to request an  invitation with a link to the meeting.   SECTION II. The City Clerk is hereby authorized and directed to give notice of the time  and date of the public hearing as provided in RMC 9‐14‐3.A, including instructions on accessing  the hearing via Zoom, if applicable, and/or providing comment, and any and/or all persons  interested therein or objecting to said vacation may then appear and be heard, or they may file  their written objections with the City Clerk at or prior to the time of public hearing on the  vacation.   SECTION III. After the close of the public hearing, the City Council shall determine  whether the vacation of the Street should be granted.  If the City Council determines that the  Street should be vacated, the City reserves the right to retain an easement for public utility and  related purposes.  AGENDA ITEM #6. b) RESOLUTION NO. ________  3  SECTION IV. If the City Council determines that the Street should be vacated, at a future  date to be determined, the City Council shall determine the classification of the Street to be  vacated and, in accordance with the discretion provided in RCW 35.79.030, the amount of  compensation, if any, to be paid by the petitioner‐owner(s) to the City for such vacation.             PASSED BY THE CITY COUNCIL this ______ day of _______________________, 2021.        ______________________________  Jason A. Seth, City Clerk     APPROVED BY THE MAYOR this ______ day of _______________________, 2021.        ______________________________  Armondo Pavone, Mayor             Approved as to form:      ______________________________  Shane Moloney, City Attorney    RES:1887:10/8/21     AGENDA ITEM #6. b) RESOLUTION NO. ________  4         AGENDA ITEM #6. b) RESOLUTION NO. ________  5    AGENDA ITEM #6. b) AB - 2960 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Solera Multi-Family Tax Exemption Agreement RECOMMENDED ACTION: Refer to Planning & Development Committee DEPARTMENT: Equity, Housing, and Human Services Department STAFF CONTACT: Hannah Bahnmiller, Housing Programs Manager EXT.: 7262 FISCAL IMPACT SUMMARY: The Multi-Family Housing Property Tax Exemption has no fiscal impact as it is treated by the King County Assessor similar to other exempt properties. The City’s levy rate is increased when properties are exempt, but the total property tax revenue remains the same for the City (i.e. since the tax liability is shifted to the non - exempt property owners, there is no lost City property tax revenue). For property taxpayers, the increased levy rate means the non-exempt property owners pay a higher property tax as exempt properties are excluded from the tax roll but not the tax liability. SUMMARY OF ACTION: On September 15, 2021, the City received a Multi-Family Housing Property Tax Exemption (Exemption) application for Solera, a 590-unit multi-family project in the Sunset designated residential target area. As provided for in RMC 4-1-220, (1) the CED Administrator needs to approve or deny the Exemption application within 90 days of receipt of the application, and (2) if approved, the applicant must enter into an agreement approved by the Council that addresses the terms and conditions for the Solera project to receive a partial property tax exemption for 12 years upon completion. Subject to the Council’s approval of the agreement, the CED Administrator intends to approve the Exemption application for the Solera project. The Solera project is an integral part of the Sunset Area Transformation Plan and includes 277 units priced affordable for those who make less than 60% of the King County median income. The project is scheduled to be completed in July 2024. EXHIBITS: A. Issue Paper B. Solera Elevation Block A C. Solera Elevation Block B D. Agreement STAFF RECOMMENDATION: Approve the Multi-Family Housing Property Tax Exemption Agreement and authorize the Mayor and City Clerk to execute the agreement in substantially the same form. AGENDA ITEM #6. c) EQUITY, HOUSING, AND HUMAN SERVICES DEPARTMENT M E M O R A N D U M DATE:November 1, 2021 TO:Randy Corman, Council President Members of Renton City Council VIA:Armondo Pavone, Mayor FROM:Preeti Shridhar, Equity, Housing, & Human Services Administrator STAFF CONTACT:Hannah Bahnmiller, Housing Programs Manager, ext. 7262 SUBJECT:Solera Multi-Family Housing Property Tax Exemption Agreement ISSUE: Should Council approve the Solera Multi-Family Housing Property Tax Exemption Agreement and authorize the Mayor and City Clerk to execute the agreement? RECOMMENDATION: Approve the Solera Multi-Family Housing Property Tax Exemption Agreement and authorize the Mayor and City Clerk to execute the agreement in substantially the same form. BACKGROUND SUMMARY: On September 15, 2021, the City received a Multi-Family Housing Property Tax Exemption (Exemption) application from Solera Manager LLC for the Solera project in the Sunset designated residential targeted area. As provided for in RMC 4-1-220: (1) the Department of Community & Economic Development (CED) Administrator needs to approve or deny the Exemption application within 90 days of receipt of the application, and (2) if approved, the applicant must enter into an agreement approved by the Council that addresses the terms and conditions for the Solera project to receive a partial property tax exemption for 12 years upon completion. Subject to the Council’s approval of the agreement, the CED Administrator intends to approve the Exemption application for the Solera project. BACKGROUND: As authorized by Chapter 84.14 RCW, Council established the Multi-Family Housing Property Tax Exemption (Exemption) in 2003 (codified in RMC 4-1-220 as subsequently amended) to currently encourage multi-family housing development in Downtown Renton and the Sunset Area. The Exemption provision allows the value of qualified new housing construction to be exempt from ad valorem property tax for a limited period of time after AGENDA ITEM #6. c) Randy Corman, Council President Page 2 of 3 November 1, 2021 completion of the project1. However, the Exemption does not include the value of the land, existing improvements, or non-housing-related improvements (e.g., commercial space). The Exemption applies to all levels of the ad valorem property tax, including the local jurisdiction, county, state, and all local taxing districts. The Exemption is in addition to any other tax credits, grants, or incentives provided by law for the multi-family housing. Solera is a project to develop two mixed-use buildings located at 2842 NE Sunset Blvd in the Sunset Area. The project site totals 233,357 square feet with a gross building area of 589,056 square feet. The residential portion of the project consists of 590 new multi- family units (216 one-bedrooms, 216 two-bedrooms, 113 three-bedrooms, and 45 four- bedrooms) including 277 units that will be set aside as affordable to those making under 60% AMI. The remaining units will be rented at market rate. In addition to the residential units, there will be 25,384 square feet of retail and a 9,747 square foot childcare facility. There is a total of 29 parking spaces at grade plus 886 parking spaces included as structured parking. The Equity, Housing, and Human Services Department supports the mixed-use and mixed-income development as an integral part of the City’s Sunset Area revitalization efforts. The estimated potential property tax savings related to the Exemption is approximately $797,603 per year ($9,571,237 for the 12-year period) for the Solera project. This equates to a potential property tax savings of approximately $1,352 per year per housing unit ($16,224 per housing unit for the 12-year period). The project paid a $1,000 initial application fee and satisfies the City’s Exemption eligibility requirements (allowing for the waivers noted above) as outlined in RMC 4-1-220D: •The project is located in the Center Village (CV) zone as part of the Sunset Area designated residential targeted area. •The project includes 590 new multi-family housing units designed for permanent residential occupancy. •The project is a mixed-use project in the CV zone with retail storefront space. •At least 50% of the building will be used for permanent residential occupancy. The Solera project exceeds the City’s requirement as provided in RMC 4-1-220C that projects rent at least 20% of the units to households at or below 60% of median income to qualify for a 12-year property tax exemption. 1 In 2007, the Washington State Legislature passed the Engrossed Second Substitute House Bill 1910, in part, to modify the limited the property tax exemption for future eligible projects to eight years or 12 years (the longer term being available if the project provides at least 20% of the units as affordable housing). AGENDA ITEM #6. c) Randy Corman, Council President Page 3 of 3 November 1, 2021 The City received an Exemption application for the Solera project on September 15, 2021. As provided for in RMC 4-1-220F, (1) the CED Administrator needs to approve or deny the Exemption application within 90 days of receipt, and (2) if approved, the applicant must enter into an agreement approved by the Council that addresses the terms and conditions for the Solera project to receive a partial property tax exemption upon completion. Subject to the Council’s approval of the agreement, the CED Administrator intends to approve the Exemption application for the Solera project. CONCLUSION: Renton’s Multi-Family Housing Property Tax Exemption program was established to help increase housing opportunities in designated residential targeted areas, including the Sunset Area. The Solera project will provide 590 units of new housing as part of a mixed- use project and approximately $110 million in investment in the Sunset Area. The project is an integral part of the City’s Sunset Area revitalization efforts and furthers the City’s 2021-2026 Business Plan Goals. cc: Preeti Shridhar, Equity, Housing, & Human Services Administrator Chip Vincent, Community & Economic Development Administrator Kari Roller, Administrative Services Administrator Mark Santos-Johnson, Community Development and Housing Manager Raevel Chea, Senior Finance Analyst AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 5:31:13 PM COVERSHEET AG000 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 PROJECT TEAM PROJECT INFORMATION OWNER: ARCHITECT: SURVEY: GEOTECHNICAL ENGINEER CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL/PLUMBING ENGINEER: ELECTRICAL ENGINEER: 2842 NE SUNSET BLVD, RENTON, WA 98056 7227801205, 7227801206, 7227801406, 7227801405, 7227801235, 7227801785 113,400 SF LUA 18-000490, SA-M, PP, CU-H, MOD CV (CENTER VILLAGE) - COMMERCIAL & MIXED USE (CMU) COMPREHENSIVE PLAN VA OVER IA DEMOLITION PERMIT COORDINATED CIVIL REVIEW MECHANICAL, ELECTRICAL, & PLUMBING PERMIT FIRE ALARM PERMIT FIRE SUPPRESSION PERMIT SIGN PERMIT FIRE INSTALLATION PERMIT APPLICABLE CODES BUILDING ENVELOPE: GENERAL CONTRACTOR: 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE WAC IBC AMENDMENTS 2009 ICC A117.1 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FAIR HOUSING ACT GUIDELINES, SAFE HARBOR THE BUILDING ENCLOSURE DOCUMENTS OF THESE BUILDING PERMIT DRAWINGS SATISFY THE REQUIREMENTS OF RCW 64.55. A THIRD-PARTY, QUALIFIED INSPECTOR SHALL INSPECT THE BUILDING ENCLOSURE DURING THE COURSE OF CONSTRUCTION FOR COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN. THE THIRD-PARTY INSPECTOR SHALL SUBMIT A SIGNED LETTER OF CERTIFICATION PRIOR TO BUILDING FINAL REGARDING THE INSPECTION AND SUBSTANTIAL COMPLIANCE OF THE BUILDING WITH THE BUILDING ENVELOPE ENCLOSURE DESIGN DOCUMENTS. VOLUME 1 DEVCO, LLC HEARTLAND CONSTRUCTION 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 (425) 453-9551 CONTACT: TOM NEUBAUER TOM.NEUBAUER@HEARTLANDWA.COM TISCARENO ASSOCIATES 1200 SIXTH AVENUE, SUITE 605 SEATTLE, WA 98101 (206) 325-3356 CONTACT: BOB TISCARENO BOBT@TISCARENO.NET AXIS SURVEY AND MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL ZANE@AXISMAP.COM EARTH SOLUTIONS NW 15365 N.E. 90TH STREET, SUITE 100 REDMOND, WA 98052 (425) 449-4704 CONTACT: RAY COGLAS RAYC@ESNW.COM KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 (206) 622-5822 CONTACT: JEREMY FEBUS JEREMY.FEBUS@KPFF.COM TALASAEA CONSULTANTS 15020 BEAR CREEK RD. NE WOODINVILLE, WA 98077 (425) 861-7550 CONTACT: EVA PARKER EPARKER@TALASAEA.COM DCG 9706 4TH AVE NE, SUITE 300 SEATTLE, WA 98115 (206) 523-0024 CONTACT: MATTHEW C. SCHMITTER, PE, SE MATT@DCGENGR.COM HV ENGINEERING, INC. 6912 220TH ST SW, MOUNTLAKE TERRACE, WA 98043 (206) 706-9669 CONTACT: BRIAN W. ROETCISOENDER BRIAN@HVENGINEERING.BIZ EMERALD CITY ENGINEERS, INC. 21705 HIGHWAY 99 LYNNWOOD, WA 98036 (425)-741-1200 CONTACT: TYLER KEHRET TKEHRET@EMERALDCITYENG.COM SOLERA RENTON BLOCK A - BUILDING A 1. THE DRAWINGS ARE INTENDED TO ONLY PARTIALLY DESCRIBE THE SCOPE OF WORK FOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE, OR THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED AS PART OF THE WORK. 2. REFER TO THE LIST OF ABBREVIATIONS FOR COMMON ABBREVIATIONS USED IN THE DRAWINGS. IF AN ABBREVIATION IS NOT ON THE LIST, OR NOT COMMONLY USED, REFER TO THE ARCHITECT FOR CLARIFICATION. 3. IT IS THE INTENT OF THE DOCUMENTS THAT ALL WORK COMPLIES WITH THE ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES IN EFFECT AT THE DATE OF PERMIT SUBMITTAL. NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED TO GRANT APPROVAL FOR ANY CODE VIOLATION. ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE WITH GOVERNING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 4. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK, AS WELL AS OWNER-PROVIDED INFORMATION, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT. ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 5. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED AT ONCE. 6. DIMENSIONS ARE SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY, B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS, C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS, D. FACE OF FRAMING AT INTERIOR FRAMED WALLS, E. CENTERLINE OF FRAMING GAP AT DOUBLE PLATE FRAMED PARTY WALLS, F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES, G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS, UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS. DIMENSIONS MARKED “CLR” OR “CLEAR” ARE CLEAR TO FINISH SURFACES. 7. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 8. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN CASE OF DISCREPANCY, REFER TO THE ARCHITECT FOR CLARIFICATION. 9. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS REQUIRED FOR ALL EQUIPMENT, APPLIANCES, FIXTURES, CABINETS, DUCTWORK, AND OPENINGS BEFORE FRAMING BEGINS. THE CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS OF ALL TRADES TO VERIFY THE SIZES AND LOCATIONS OF OPENINGS THROUGH THE FLOORS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, AND EQUIPMENT. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF WOOD BACKING, BLOCKING, FURRING AND STRIPPING AS REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF WORK OF ALL TRADES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS, INCLUDING, BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. WORK SHOWN ON THE DRAWINGS IS INTENDED TO ILLUSTRATE THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF WORK. ALL WORK NOT SPECIFICALLY DRAWN, BUT REQUIRED FOR A COMPLETE, LEGAL, AND FUNCTIONING SYSTEM, SHALL BE PROVIDED AS PART OF THE WORK. 11. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WITH THE EXCEPTION OF THE MASTER USE PERMIT AND THE BUILDING PERMIT. 12. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR SHALL SCHEDULE PRE CONSTRUCTION MEETINGS WITH THE CITY OF REDMOND, PUGET SOUND ENERGY, AND REDMOND DEPARTMENT OF TRANSPORTATION. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR AND/OR ARCHITECT SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE PROJECT TEAM MEMBERS FOR THE PURPOSE OF ANSWERING INITIAL QUESTIONS, CLARIFYING AREAS OF CONCERN, AND FORMALIZING A CONSTRUCTION ADMINISTRATION PROCESS. THE MEETING(S) SHALL INCLUDE THE ARCHITECT, GENERAL CONTRACTOR, OWNER, LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND WATER INTRUSION CONSULTANT. GENERAL NOTES VICINITY MAP PROJECT ADDRESS: PARCEL NUMBERS: SITE AREA: MASTER SITE PLAN #: BUILDING PERMIT #: ZONING: IBC CONSTRUCTION TYPE: SEPARATE SUBMITTALS: PROJECT DESCRIPTION A MIXED-USE THREE PHASED DEVELOPMENT. THIS PACKAGE REPRESENTS PHASE ONE - BLOCK A NEW CONSTRUCTION OF A 7-STORY, 505,042 GSF, 275 DWELLING UNIT BUILDING. THE BUILDING CONSISTS FIVE LEVELS OF TYPE VA CONSTRUCTION (LEVELS 3-7) WITH R-2 USES IN CONJUNCTION WITH AMENITY SPACES, DWELLING UNITS, AND AN OUTDOOR COURTYARD; TWO LEVELS OF TYPE IA CONSTRUCTION AT GRADE (LEVELS 1 AND 2) WITH RETAIL, PARKING, R-2 DWELLING UNITS AND R-2 ASSOCIATED USES OF BUILDING ENTRIES, LEASING, LOBBIES, AMENITY SPACES; ONE SUBTERRANEAN LEVEL OF TYPE IA CONSTRUCTION FOR PARKING (LEVEL P01), UTILIZING WA AMENDMENT IBC SECTION 510.2 TO CONSTRUCT A PODIUM TYPE BUILDING WITH TYPE IA BELOW AND TYPE VA ABOVE SEPARATED BY A 3 HR HORIZONTAL ASSEMBLY. THE PROJECT IS BOUND BY JEFFERSON LN NE, NE 12TH STREET, KIRKLAND AVE NE, NE SUNSET BLVD, AND NE 11TH ST. BLOCK A / BUILDING ABLOCK B / BUILDING B A -NORTH A -SOUTHB -EAST B -WEST BLOCK C BLOCK D SOLERA MASTER PLAN THIS APPLICATION IS FOR BUILDING A ONLY LEGALLY REQUIRED STANDBY POWER OAC SERVICES, INC. 2200 1ST AVE S, SUITE 200 SEATTLE, WA 98134 (206) 378-2946 CONTACT: KERRY MAY KMAY@OACSVCS.COM HEARTLAND CONSTRUCTION 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 (425) 453-9551 CONTACT: TOM NEUBAUER TOM.NEUBAUER@HEARTLANDWA.COM 504.4.1 STAIR ENCLOSURE PRESSURIZATION INCREASE FOR GROUP R-1, R-2, AND I-1 CONDITION 2 ASSISTED LIVING FACILITIES LICENSED UNDER CHAPTER 388-78A WAC AND RESIDENTIAL TREATMENT FACILITIES AS LICENSED BY WASHINGTON STATE UNDER CHAPTER 246-337 WAC LOCATED IN BUILDINGS OF TYPE VA CONSTRUCTION EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE MAXIMUM NUMBER OF STORIES PERMITTED IN SECTION 504.4 MAY BE INCREASED BY ONE PROVIDED THE INTERIOR EXIT STAIRWAYS AND RAMPS ARE PRESSURIZED IN ACCORDANCE WITH SECTIONS 909.6.3 AND 909.20. LEGALLY REQUIRED STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 909.11 AND 2702.2.16 FOR BUILDINGS CONSTRUCTED IN COMPLIANCE WITH THIS SECTION AND BE CONNECTED TO STAIRWAY SHAFT PRESSURIZATION EQUIPMENT, ELEVATORS AND LIFTS USED FOR ACCESSIBLE MEANS OF EGRESS (IF PROVIDED), ELEVATOR HOISTWAY PRESSURIZATION EQUIPMENT (IF PROVIDED) AND OTHER LIFE SAFETY EQUIPMENT AS DETERMINED BY THE AUTHORITY HAVING JURISDICTION. FOR THE PURPOSES OF THIS SECTION, LEGALLY REQUIRED STANDBY POWER SHALL COMPLY WITH 2017 NEC SECTION 701.12, OPTIONS (A), (B), (C), (D), (F), OR (G) OR SUBSEQUENT REVISED SECTION NUMBER(S). THE PROJECT PROPOSES TO PROVIDE LEGALLY REQUIRED STANDBY POWER BY METHOD (F) OR (G). SEE THE ELECTRICAL PLANS UNDER SEPARATE PERMIT FOR MORE INFORMATION.NE 11TH STUNIT MATRIX Type A Unit Schedule NUMBER NAME UNIT TYPE AREA QUANTITY LEVEL TYPE A 301N A3.1.C-A 1 BR 712 1 LEVEL A-3 Yes 414N A3.1.C-A 1 BR 712 1 LEVEL A-4 Yes 508S A1.1.C-A 1 BR 710 1 LEVEL A-5 Yes 620S A3.1.C-A 1 BR 712 1 LEVEL A-6 Yes 1 BR 4 313S B1.1.C-A 2 BR 1,032 1 LEVEL A-3 Yes 421N B1.1.C-A 2 BR 1,031 1 LEVEL A-4 Yes 519S B1.2.C-A 2 BR 1,016 1 LEVEL A-5 Yes 604N B1.1.C-A 2 BR 1,029 1 LEVEL A-6 Yes 2 BR 4 327S C1.3.C-A 3 BR 1,208 1 LEVEL A-3 Yes 404S C1.1.C-A 3 BR 1,152 1 LEVEL A-4 Yes 512N C1.1.C-A 3 BR 1,152 1 LEVEL A-5 Yes 614S C1.1.C-A 3 BR 1,152 1 LEVEL A-6 Yes 3 BR 4 425N D1.4.C-A 4 BR 1,542 1 LEVEL A-4 Yes 625N D1.4.C-A 4 BR 1,542 1 LEVEL A-6 Yes 4 BR 2 Grand total: 14 14 Dwelling Unit Type Summary TYPE COUNT AREA (SF) 1 BR 79 56,871 2 BR 82 85,904 3 BR 57 66,662 4 BR 41 60,056 GFU 2 BR 4 2,551 GFU 3 BR 8 5,556 GFU 4 BR 4 2,932 Grand Total 275 280,532 TYPE A UNITS REQUIRED: 1 BR 4 2 BR 4 3 BR 4 4 BR 2 TOTAL 14 (5% OF 275) TYPE A UNITS PROVIDED: 7,452 10,933 4,943 NOTE: AREAS ARE NET RENTABLE, NOT IBC OR ZONING NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 3:05:03 PM SHEET INDEX AG001 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 GENERAL Sheet Number Sheet Name AG000 COVERSHEET AG001 SHEET INDEX AG002 LEGAL DESCRIPTION ARCHITECTURAL Sheet Number Sheet Name AA000 SYMBOLS, ABBREVIATIONS, & GENERAL NOTES AA010 WALL ASSEMBLIES - COMBUSTIBLE AA011 WALL ASSEMBLIES - NON-COMBUSTIBLE AA012 ASSEMBLIES - EXTERIOR CLADDING & SIDING AA020 FLOOR, CEILING AND ROOF ASSEMBLIES AA030 FIRE TEST REPORTS AA031 FIRE TEST REPORTS AA1.00 SITE PLAN AA2.0.0 LEVEL P1 FLOOR PLAN AA2.1.0 LEVEL 1 FLOOR PLAN AA2.1N.0 LEVEL 1 NORTH FLOOR PLAN AA2.1N.1 LEVEL 1 NORTH SECTOR PLAN - N1 AA2.1N.2 LEVEL 1 NORTH SECTOR PLAN - N2 AA2.1N.3 LEVEL 1 NORTH SECTOR PLAN - N3 AA2.1S.0 LEVEL 1 SOUTH FLOOR PLAN AA2.1S.1 LEVEL 1 AMENITY FLOOR PLAN AA2.2.0 LEVEL 2 FLOOR PLAN AA2.2N.0 LEVEL 2 NORTH FLOOR PLAN AA2.2N.1 LEVEL 2 NORTH SECTOR PLAN - N1 AA2.2N.2 LEVEL 2 NORTH SECTOR PLAN - N2 AA2.2N.3 LEVEL 2 NORTH SECTOR PLAN - N3 AA2.2S.0 LEVEL 2 SOUTH FLOOR PLAN AA2.2S.1 LEVEL 2 AMENITY FLOOR PLAN AA2.3.0 LEVEL 3 FLOOR PLAN AA2.N3.0 LEVEL 3 NORTH FLOOR PLAN AA2.N3.1 LEVEL 3 NORTH SECTOR PLAN - N1 AA2.N3.2 LEVEL 3 NORTH SECTOR PLAN - N2 AA2.N3.3 LEVEL 3 NORTH SECTOR PLAN - N3 AA2.N4.0 LEVEL 4 NORTH FLOOR PLAN AA2.N4.1 LEVEL 4 NORTH SECTOR PLAN - N1 AA2.N4.2 LEVEL 4 NORTH SECTOR PLAN - N2 AA2.N4.3 LEVEL 4 NORTH SECTOR PLAN - N3 AA2.N5.0 LEVEL 5 NORTH FLOOR PLAN AA2.N5.1 LEVEL 5 NORTH SECTOR PLAN - N1 AA2.N5.2 LEVEL 5 NORTH SECTOR PLAN - N2 AA2.N5.3 LEVEL 5 NORTH SECTOR PLAN - N3 AA2.N6.0 LEVEL 6 NORTH FLOOR PLAN AA2.N6.1 LEVEL 6 NORTH SECTOR PLAN - N1 AA2.N6.2 LEVEL 6 NORTH SECTOR PLAN - N2 AA2.N6.3 LEVEL 6 NORTH SECTOR PLAN - N3 AA2.N7.0 LEVEL 7 NORTH FLOOR PLAN AA2.N7.1 LEVEL 7 NORTH SECTOR PLAN - N1 AA2.N7.2 LEVEL 7 NORTH SECTOR PLAN - N2 AA2.N7.3 LEVEL 7 NORTH SECTOR PLAN - N3 AA2.NR.0 ROOF LEVEL NORTH FLOOR PLAN AA2.S3.0 LEVEL 3 SOUTH FLOOR PLAN AA2.S3.1 LEVEL 3 SOUTH SECTOR PLAN - S1 AA2.S3.2 LEVEL 3 SOUTH SECTOR PLAN - S2 AA2.S3.3 LEVEL 3 SOUTH SECTOR PLAN - S3 AA2.S4.0 LEVEL 4 SOUTH FLOOR PLAN AA2.S4.1 LEVEL 4 SOUTH SECTOR PLAN - S1 AA2.S4.2 LEVEL 4 SOUTH SECTOR PLAN - S2 AA2.S4.3 LEVEL 4 SOUTH SECTOR PLAN - S3 AA2.S5.0 LEVEL 5 SOUTH FLOOR PLAN AA2.S5.1 LEVEL 5 SOUTH SECTOR PLAN - S1 AA2.S5.2 LEVEL 5 SOUTH SECTOR PLAN - S2 AA2.S5.3 LEVEL 5 SOUTH SECTOR PLAN - S3 AA2.S6.0 LEVEL 6 SOUTH FLOOR PLAN AA2.S6.1 LEVEL 6 SOUTH SECTOR PLAN - S1 AA2.S6.2 LEVEL 6 SOUTH SECTOR PLAN - S2 AA2.S6.3 LEVEL 6 SOUTH SECTOR PLAN - S3 AA2.S7.0 LEVEL 7 SOUTH FLOOR PLAN AA2.S7.1 LEVEL 7 SOUTH SECTOR PLAN - S1 AA2.S7.2 LEVEL 7 SOUTH SECTOR PLAN - S2 AA2.S7.3 LEVEL 7 SOUTH SECTOR PLAN - S3 AA2.SR.0 ROOF LEVEL SOUTH FLOOR PLAN AA300 BUILDING ELEVATIONS AA301 BUILDING ELEVATIONS AA302 BUILDING ELEVATIONS AA303 BUILDING ELEVATIONS - COURTYARD ELEVATIONS AA304 BUILDING ELEVATIONS - COURTYARD ELEVATIONS AA400 BUILDING SECTIONS AA401 BUILDING SECTIONS AA410 WALL SECTIONS AA411 WALL SECTIONS AA412 WALL SECTIONS AA413 WALL SECTIONS AA420 STAIR 1 SECTIONS & ENLARGED PLANS AA421 STAIR 2 SECTIONS & ENLARGED PLANS AA422 STAIR 3 SECTIONS & ENLARGED PLANS AA423 STAIR 4 SECTIONS & ENLARGED PLANS AA430 STAIR DETAILS AA440 ELEVATOR 1+2 SECTIONS & ENLARGED PLANS AA441 ELEVATOR 3+4 SECTIONS & ENLARGED PLANS AA450 ELEVATOR DETAILS AA460 TRASH CHUTE 1 SECTIONS & ENLARGED PLANS AA461 TRASH CHUTE 2 SECTIONS & ENLARGED PLANS AA550 TYPICAL UNIT COMPONENTS - KITCHEN AA551 TYPICAL UNIT COMPONENTS - BATH AA552 KITCHEN ELEVATIONS AA553 KITCHEN ELEVATIONS AA554 BATH ELEVATIONS AA555 BATH ELEVATIONS AA600 TYPE IA DETAILS AA601 TYPE IA DETAILS AA610 FIREPROOFING DETAILS AA611 FIREPROOFING DETAILS AA612 FIREPROOFING DETAILS AA620 TYPE VA DETAILS AA660 MECHANICAL SCREEN & MISCELLANEOUS DETAILS AA700 DOOR SCHEDULES AA710 WINDOW SCHEDULES AA730 STOREFRONT ELEVATIONS AA731 STOREFRONT ELEVATIONS AA732 STOREFRONT ELEVATIONS - INTERIOR AA735 STOREFRONT DETAILS AA800 SIDING DETAILS AA801 CANOPY DETAILS CODE Sheet Number Sheet Name CS010 ZONING CODE SUMMARY CS011 ZONING CODE SUMMARY CS012 ZONING CODE SUMMARY - CONDITIONS CS013 ZONING CODE SUMMARY - PARKING CS014 ZONING CODE DIAGRAMS - WEATHER PROTECTION & TRANSPARENCY CS015 ZONING CODE DIAGRAMS - FACADE MODULATION CS030 BUILDING CODE SUMMARY CS031 BUILDING CODE SUMMARY CS032 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS033 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS034 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS035 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS036 LIFE SAFETY PLANS - EXITING PLANS CS037 LIFE SAFETY PLANS - EXITING PLANS CS038 LIFE SAFETY PLANS - EXITING PLANS CS039 LIFE SAFETY PLANS - EXITING PLANS CS040 ACCESSIBLE ROUTE PLANS CS041 ACCESSIBLE ROUTE PLANS CS042 ACCESSIBILITY GUIDELINES - ROUTE DETAILS CS043 ACCESSIBILITY GUIDELINES - ROUTE DETAILS CS044 ACCESSIBILITY GUIDELINES - COMM PLUMBING LAYOUTS & HTS CS050 ENERGY CODE COMPLIANCE CIVIL - FOR REFERENCE ONLY Sheet Number Sheet Name C0.00 COVER SHEET C0.10 NOTES C1.00 DEMOLITION PLAN C2.00 HORIZONTAL CONTROL OVERVIEW C2.10 HORIZONTAL CONTROL PLAN C2.11 HORIZONTAL CONTROL PLAN C2.12 HORIZONTAL CONTROL PLAN C2.13 HORIZONTAL CONTROL PLAN C3.00 TESC PLAN C3.10 TESC DETAILS C3.11 TESC DETAILS C4.00 GRADING PLAN OVERVIEW C4.10 GRADING PLAN C4.11 GRADING PLAN C4.12 GRADING PLAN C4.13 GRADING PLAN C5.00 ROAD AND STORM DRAINAGE OVERVIEW C5.10 JEFFERSON AVENUE NE ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.11 JEFFERSON AVENUE NE ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.12 JEFFERSON AVENUE NE ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.13 NE 11TH STREET ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.14 NE 11TH STREET ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.15 SUNSET BOULEVARD ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.16 SUNSET BOULEVARD ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.17 KIRKLAND AVENUE NE ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.18 HARRINGTON PLACE NE ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.19 NE 12TH STREET ROAD AND STORM DRAINAGE PLAN AND PROFILE C5.30 STORM DRAINAGE PLAN C5.40 ROAD SECTIONS C5.41 ROAD SECTIONS C5.42 ROAD DETAILS C5.43 ROAD DETAILS C5.44 ROAD DETAILS C5.45 ROAD DETAILS C5.50 STORM DRAINAGE DETAILS C5.51 STORM DRAINAGE DETAILS C5.52 STORM DRAINAGE DETAILS C5.53 STORM DRAINAGE DETAILS C5.60 STORMWATER CHAMBER SYSTEM LAYOUT C5.61 STORMWATER CHAMBER SYSTEM DETAILS C5.62 STORMWATER CHAMBER SYSTEM DETAILS C6.00 WATER AND SEWER PLAN OVERVIEW C6.10 JEFFERSON AVENUE NE WATER AND SEWER PLAN AND PROFILE C6.11 JEFFERSON AVENUE NE WATER AND SEWER PLAN AND PROFILE C6.12 JEFFERSON AVENUE NE WATER AND SEWER PLAN AND PROFILE C6.13 NE 11TH STREET WATER AND SEWER PLAN AND PROFILE C6.14 NE 11TH STREET WATER AND SEWER PLAN AND PROFILE C6.30 WATER AND SEWER DETAILS C6.31 WATER AND SEWER DETAILS C7.00 COMPOSITE UTILITY PLAN LANDSCAPE Sheet Number Sheet Name LA1.0 PROPOSED SITE PLAN OVERVIEW & OPEN SPACE PLAN LA1.1 DETAIL OPEN SPACE PLAN LA1.2 PEDESTRIAN-ORIENTED SPACE PLAN LA1.3 FENCING PLAN LA2.0 TREE RETENTION PLAN LA2.1 TREE INVENTORY LA2.2 TREE RETENTION & REPLACEMENT PLAN LA3.0 PARKING LOT & PERIMETER LANDSCAPE PLAN LA4.0 PLANTING PLAN LA4.1 PLANT SCHEDULE & NOTES LA5.0 PLANTING SPECIFICATIONS LA5.1 BIORETENTION SOIL SPECIFICATIONS & DETAILS LA6.0 FURNISHING DETAILS LA6.1 DESIGN ELEMENTS & MATERIALS LA6.2 DESIGN ELEMENTS & MATERIALS-COURTYARD LA6.3 DESIGN ELEMENTS & MATERIALS-COURTYARD LA6.4 DETAIL LA6.5 DETAIL LA7.0 IRRIGATION SPECIFICATIONS STRUCTURAL Sheet Number Sheet Name SA1 GENERAL NOTES SA1.1 GENERAL NOTES SA2W LEVEL P1 CONCRETE PLAN SA3W LEVEL 1 CONCRETE PLAN SA3E LEVEL 1 CONCRETE PLAN SA3.1W LEVEL 1 PT PLAN SA4W LEVEL 2 CONCRETE PLAN SA4E LEVEL 2 CONCRETE PLAN SA4.1W LEVEL 2 PT PLAN SA4.1E LEVEL 2 PT PLAN SA5W LEVEL 3 CONCRETE PLAN SA5E LEVEL 3 CONCRETE PLAN SA5.1W LEVEL 3 PT PLAN SA5.1E LEVEL 3 PT PLAN SA6W LEVEL 4 CONCRETE PLAN SA6E LEVEL 4 CONCRETE PLAN SA7 CONCRETE ELEVATIONS SA7.1 CONCRETE ELEVATIONS SA7.2 CONCRETE ELEVATIONS SA7.3 CONCRETE ELEVATIONS SA7.4 CONCRETE ELEVATIONS SA7.5 CONCRETE ELEVATIONS SA7.6 CONCRETE ELEVATIONS SA7.7 CONCRETE ELEVATIONS SA7.8 CONCRETE ELEVATIONS SA8 LEVEL 2 FRAMING PLAN SA8.1 LEVEL 2 FRAMING PLAN SA9N LEVEL 4 FLOOR FRAMING PLAN SA9.1N LEVEL 5 FLOOR FRAMING PLAN SA9.2N LEVEL 6 FLOOR FRAMING PLAN SA9.3N LEVEL 7 FLOOR FRAMING PLAN SA9.4N ROOF FRAMING PLAN SA10N LEVEL 3 SHEARWALL PLAN SA10.1N LEVELS 4-7 SHEARWALL PLAN SA9S LEVEL 4 FLOOR FRAMING PLAN SA9.1S LEVEL 5 FLOOR FRAMING PLAN SA9.2S LEVEL 6 FLOOR FRAMING PLAN SA9.3S LEVEL 7 FLOOR FRAMING PLAN SA9.4S ROOF FRAMING PLAN SA10S LEVEL 3 SHEARWALL PLAN SA10.1S LEVEL 4 SHEARWALL PLAN SA11 FOUNDATION DETAILS SA12 CONCRETE DETAILS SA12.1 CONCRETE DETAILS SA12.2 CONCRETE DETAILS SA12.3 CONCRETE DETAILS SA13 PT DETAILS SA14 FLOOR FRAMING DETAILS SA14.1 FLOOR FRAMING DETAILS SA14.2 FLOOR FRAMING DETAILS SA15 ROOF FRAMING DETAILS SA16 SHEARWALL DETAILSS SA17 MISC. DETAILS BUILDING ENVELOPE Sheet Number Sheet Name BEA0.00 COVER SHEET BEA0.01 GENERAL BUILDING ENCLOSURE NOTES BEA0.02 PRODUCT MATRIX BEA0.03 PRODUCT MATRIX BEA0.04 AIR BARRIER SECTIONS BEA0.05 AIR BARRIER DETAILS BEA0.06 AIR BARRIER DETAILS BEA1.00 ROOF PLAN BEA2.00 ELEVATIONS BEA2.01 ELEVATIONS BEA4.00 FOUNDATION & PODIUM DETAILS BEA4.01 FOUNDATION & PODIUM DETAILS BEA4.02 FOUNDATION & PODIUM DETAILS BEA5.00 WINDOW WRAP SEQUENCE BEA5.01 WINDOW & DOOR DETAILS BEA5.02 WINDOW & DOOR DETAILS BEA5.03 WINDOW & DOOR DETAILS BEA5.04 EXTERIOR DETAILS BEA5.05 EXTERIOR DETAILS BEA5.06 EXTERIOR DETAILS BEA5.07 EXTERIOR DETAILS BEA6.00 ROOF DETAILS BEA6.01 ROOF DETAILS BEA6.02 ROOF DETAILS ELECTRICAL - FOR REFERENCE ONLY Sheet Number Sheet Name EA0.00 GENERAL NOTES, SHEET INDEX ABBREV. EA0.01 LEGEND, NOTES CONT. EA0.02 LUMINAIRE SCHEDULE EA1.00 SITE PLAN LIGHTING EA1.01 SITE PLAN PHOTOMETRICS EA2.00 LEVEL P1 LIGHTING EA2.01 LEVEL 1 LIGHTING EA2.02 LEVEL 2 LIGHTING/POWER EA2.03 LEVEL 3 LIGHTING/POWER EA2.04 LEVEL 4 LIGHTING/POWER EA2.05 LEVEL 5 LIGHTING/POWER EA2.06 LEVEL 6 LIGHTING/POWER EA2.07 LEVEL 7 LIGHTING/POWER NO. DATE DESCRIPTION INTERIORS - NOT IN BUILDING PERMIT SET PLUMBING - NOT IN BUILDING PERMIT SET MECHANICAL - NOT IN BUILDING PERMIT SET AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:47:05 PM LEGAL DESCRIPTION AG002 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:47:12 PM ZONING CODE SUMMARY CS010 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 Max Lot Coverage 4-2-120A 65% of total lot area or 75% if parking is provided within the building or within and on-site parking garage Floor Plates All of the CV Zone Uses restricted to 65,000 gross sq. ft. – increases up to: 40% or 26,000 gross sq. ft. Increases 4-2-120C.2 The following table indicates the maximum requested size/standard change that may be allowed by an Administrative Conditional Use Permit. Increases above these levels may not be achieved by a variance or the conditional use permit process. Maximum Net Residential Density (9)80 dwelling units per new acre (1,21) Density 4-2-120A Minimum Net Residential Density (9)20 delling units per net acre Airport Height Restriction 182 (COR map "(FAR) Part 77 - Airport Height Restrictions" (FAR is Federal Aviation Regulations) 4-2-120C.6 6. In no case shall building height exceed the maximum allowed by the Airport Related Height and Use Restrictions, for uses located within the Airport Influence Area and Safety Compatibility Zones designated under RMC 4-3-020. Structure Height 4-2-120A Vested height limit, Hearing Examiner Dec.11, 2018 The purpose of the conditional use permit is to exceed the maximum building height for the CV zone from 60-feet for buildings with a ground floor commercial use to a maximum of 75 -feet for Mixed Use Building A and a maximum of 85- feet for Mixed Use Building B (Exhibits 41 and 42). Minimum Lot Width/Depth N/A Lot Dimensions 4-2-120A Minimum Lot Site 25,000 sf DEVELOPMENT POTENTIAL Q. General Accessory Uses Accessory uses per RMC 4-2-050 and as defined in chapter 4-11 RMC, where not otherwise listed in Use Table (AC) L. Vehicle Related Activities Parking garage, structured, commercial, or public (P) K. Services Hotel (P); Motel (P); On-site services (P); Day care centers (P); Family day care (AC); J. Entertainment and Recreation Recreational facilities, indoor, new (P); I. Retail Eating and drinking establishments (P); Retail sales (P); H. Office and Conference Medical and dental offices (P112); Offices, general (P112) P112 condition limiting these uses does not apply on this site 6.a. Standalone Residential — Where Allowed: Standalone residential buildings are permitted: ii. in the CV zone where not abutting NE Sunset Blvd. east of Harrington Avenue NE; c.Timing of Development: A building permit shall not be issued for any standalone residential building(s) prior to the issuance of a building permit for any required standalone commercial or vertically mixed use building(s) and no certificate of occupancy shall be issued for any standalone residential building(s) prior to the issuance of a certificate of occupancy for any required standalone commercial or vertically mixed use building(s). (Ord. 5899, 11-19-2018) Uses normal and incidental to a building including, but not limited to, interior entrance areas, elevators, waiting/lobby areas, mechanical rooms, mail areas, garbage/recycling/compost storage areas, vehicle parking areas, and areas/facilities for the exclusive use of the residents are not considered commercial uses. 4-2-080 P6 Conditions b.Commercial Uses: Commercial uses in residential mixed-use developments are limited to retail sales, on-site services, eating and drinking establishments, taverns, daycares, preschools, indoor recreational facilities, pet daycares, craft distilleries/small wineries/micro-breweries with tasting rooms, general offices not located on the ground floor, and similar uses as determined by the Administrator. Permitted Uses 4-2-060 C. Residential Attached dwellings - Flats (P6); Attached dwellings - Townhouses (P6) Harrington Pl NE Not Defined Sunset Ln NE Not Defined NE 12th St Collector Street Shared Roadway Bikeway (no bike lane) Intersection radii 35' turning radius Pedestrian bulbs Required where on-street parking is located Center Median Center median allowed for boulevard treatment and center left turn lane. Width will be width of center left turn lane minus 1' from through traffic travel lanes on both sides. Pull-outs with a minimum 25' length required for maintenance and emergency vehicles within the median at intervals of 300 – 350' Lane Widths (9) 11' travel lanes, 5' bike lanes, and 12' center left turn lanes Paved roadway width, not including parking 5 lanes - 66' Bicycle facilities (7) All classifications of arterial will have Class I, Class II or Class III bicycle facility Parking Lanes Allowed at 8' Planting Strips 8' between curb and walk, both sides Sidewalks 8' on both sides ROW 5 lanes - 103' R.O.W. Designation NE Sunset Blvd Principal Arterial Caution Area Bikeway (no bike lane) Zoning Overlay 4-3-100 Urban Design District D Conflicts: Where there are conflicts between the design requirements in subsection E of this section and other sections of the Renton Municipal Code, the regulations of this Section shall prevail. Adjacent Zones CV (Center Village) Zone 4-2-010 CV (Center Village) - Commercial & Mixed Use (CMU) Comprehensive Plan ZONING OVERVIEW Lot Size 119,186 sf + 114,171 sf = 233,357 sf (Multifamily Lots) Parcel Numbers 7227801205, -1206, -1406, -1405, (Multifamily); 7227801235, -1785 (Townhomes) Address 2902 NE Sunset Blvd, Renton, WA 98056 SITE OVERVIEW Dumpster/Recycling Collection Area 4-2-120A Size and Location See RMC 4-4-090 Loading Dock 4-2-120A Location within Site See RMC 4-4-080. Shall not be permitted on the side of the lot adjacent to or abutting a lot zoned residential.(3) See RMC 4-4-090 Refuse or Recyclables Screening See RMC 4-4-095 Outdoor, Loading, Repair, Maintenance, Work, or Storage Areas; Surface-Mounted Utility and Mechanical Equipment; Roof Top Equipment (Except for Telecommunication Equipment) iii. Large-sized maturing trees: fifty feet (50') on center. ii. Medium-sized maturing trees: forty feet (40') on center; and i. Small-sized maturing trees: thirty feet (30') on center; c. Street trees shall be planted in the center of the planting strip between the curb and the sidewalk at the following intervals; provided, that, where right-of-way is constrained, irregular intervals and slight increases or decreases may be permitted or required. Additionally, trees shall be planted in locations that meet required spacing distances from facilities located in the right-of-way including, but not limited to, underground utilities, street lights, utility poles, traffic signs, fire hydrants, and driveways; such spacing standards are identified in the City’s Approved Tree List. Generally, the following spacing is required: b. Street trees shall have a minimum caliper of two inches (2"), and be planted pursuant to the standards promulgated by the City, which may require root barriers, structured soils, or other measures to help prevent tree roots from damaging infrastructure. a. Trees shall be selected from the City’s Approved Street Tree List based on the width of the planting strip and the presence or lack of overhead power lines; provided, the Administrator and City arborist shall each retain the right to reject any proposed cultivar regardless of whether or not the cultivar is on the City’s Approved Street Tree List. F.2. Street Trees and Landscaping Required Within the Right-of-Way on Public Streets: Minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover per subsection L2 of this Section shall be planted within planting strips pursuant to the following standards, provided there shall be a minimum of one street tree planted per lot. Landscaping RMC 4-4-070 F.1 Street Frontage Landscaping Required: Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet (10'). In those cases, ten feet (10') of landscaping shall be required where buildings are not located. Building Orientation See urban design regulations in RMC 4-3-100. Commercial and civic uses shall provide entry features on all sides of a building facing a public right-of-way or parking lot. Except for unit lot subdivisions, the front entry of residential only uses shall be oriented to a public street. Maxiumum Gross Floor Area of Any Single Office Use on a Site (2,9) None Building Limitations Maxiumum Gross Floor Area of Any Single Commercial Use on a Site None 4-11-030 Definitions C Clear Vision Area The area bounded by the street property lines of corner lots and a line joining points along said street lines twenty (20') from their point of intersection. Clear Vision Area In no case shall a structure over 42" in height intrude into the 20' clear vision area defined in RMC 4-11-030 Min Side Yard (18)None, except 15' if lot abuts or is adjacent to a lot zoned residential Min Rear Yard (18)None, except 15' if lot abuts a lot zoned residential Max Secondary Front Yard 20' Min Secondary Front Yard (14,18) 15'. The minimum may be reduced to 0' through site plan review process, provided blank walls are not located within the reduced setback Max Front Yard (18)20' (15) Setbacks 4-2-120A Min Front Yard (14,18)15'. The minimum may be reduced to 0' through site plan review process, provided blank walls are not located within the reduced setback A minimum of 2 per dwelling unit, however, 1 per dwelling unit may be permitted for 1 bedroom or less dwelling units. Tandem parking is allowed. A maximum of 4 vehicles may be parked on a lot, including those vehicles under repair and restoration, unless kept within an enclosed building. Detached dwellings and townhouses: A minimum and maximum of 2.5 per 1,000 square feet of net floor area, except wholesale retail sales, which is allowed a maximum of 5.0 per 1,000 square feet of net floor area if shared and/or structured parking is provided. Retail sales and wholesale retail sales: A minimum and maximum of 10 per 1,000 square feet of dining area. Eating and drinking establishments and taverns: A minimum of 2.0 per 1,000 square feet of net floor area and a maximum of 4.5 parking spaces per 1,000 square feet of net floor area. Offices, general: A minimum and maximum of 1 for each employee and 2 drop-off/pick-up spaces within 100 feet of the main entrance for every 25 clients of the program. Day care centers, adult day care (I and II): A minimum of 1 for each 4 dwelling units is required. A maximum of 1.75 per dwelling unit is allowed. Attached dwelling for low income: 1 per dwelling unit is required. A maximum of 1.75 per dwelling unit is allowed. d. Parking Spaces...Attached dwellings within all other zones: ii. When a development falls under more than one category, the parking standards for the most specific category shall apply, unless specifically stated otherwise. a. Interpretation of Standards – Minimum and Maximum Number of Spaces. i. When a maximum and a minimum range of required parking is listed in this Code, the developer or occupant is required to provide at least the number of spaces listed as the minimum requirement, and may not provide more than the maximum listed in this Code, unless exceptions are permitted as specified in this Section. 10. Number of Parking Spaces Required. The specified land use shall provide parking spaces as shown in the table in subsection F10d of this Section, except as provided in this Section: For one row and two (2) rows of ninety degree (90°) parking using the same aisle in a one way or two (2) way circulation pattern, the minimum width of the aisle shall be twenty four feet (24'). 4-4-080F 9. Aisle Width Standards:b. Ninety Degree (90°) Parking Aisle Width Minimums 3. Joint Use Parking Facilities a. When Permitted: Joint use of parking facilities may be authorized for those uses that have dissimilar peak-hour demands or when it can be demonstrated that the parking facilities to be shared are underutilized. (Amd. Ord. 5330, 12-10-2007) b. Agreement Required: A parking agreement ensuring that joint use parking is available for the duration of the uses shall be approved by the Community and Economic Development Administrator, following review by the City Attorney. Notice of termination of the agreement shall be provided to the Administrator and additional parking must be provided if the agreement is terminated, consistent with subsection F10 of this Section. (Ord. 5676, 12-3-2012; Ord. 5828, 12-12-2016) c. Maximum Distance to Joint Use Parking: i. Within the Center Downtown Zone: No distance requirements apply when both the use and joint use parking are located within the Center Downtown. ii. Within the UC Zone: Joint use parking shall be within seven hundred fifty feet (750') of the building or use if it is intended to serve residential uses, and within fifteen hundred feet (1,500') of the building or use if it is intended to serve nonresidential uses. (Ord. 5729, 10-20-2014) iii. All Other Zones: Joint use parking shall be within seven hundred fifty feet (750') of the building or use it is intended to serve. 4-4-080 PARKING, LOADING, AND DRIVEWAY REGULATIONS Over 1,000 20 spaces plus 1 space for every 100 spaces or fraction thereof over 1,000 501 - 1,000 2% of total spaces 401 - 500 9 301 - 400 8 201 - 300 7 Total Parking Spaces in Lot or Garage Minimum Required Number of Accessible Spaces NUMBER OF ACCESSIBLE PARKING SPACES g. Accessible Parking as Stipulated in the Americans with Disabilities Act (ADA): Accessible parking shall be provided per the requirements of the Washington State Barrier Free Standards as adopted by the City of Renton. f. Guest Parking: Required guest parking stalls shall be located in a common area accessible by guests. The area shall be set aside exclusively for guest parking. In mixed-used developments, the required guest parking shall be calculated using only the residential portion of the development. e. Special Reduced Length for Overhang: The Department of Community and Economic Development may permit the parking stall length to be reduced by two feet (2'), providing there is sufficient area to safely allow the overhang of a vehicle and that the area of vehicle overhang does not intrude into required landscaping areas. 4-4-080F iv. Maximum Number of Compact Spaces in the UC Zones: The maximum number of compact spaces shall not exceed fifty percent (50%). All other uses – not to exceed thirty percent (30%). Structured parking – not to exceed fifty percent (50%). Designated employee parking – not to exceed forty percent (40%). iii. Maximum Number of Compact Spaces Outside of the UC Zones: c. Compact Parking Stall Size and Maximum Number of Compact Spaces: ii. Stall Size – Structured Parking: A parking stall shall be a minimum of seven feet, six inches (7'6") in width. A parking stall shall be a minimum of twelve feet (12') in length, measured along both sides for stalls designed at less than forty five degrees (45°). A stall shall be a minimum of thirteen feet (13') in length, for stalls designed at forty five degrees (45°) or greater. ii. Minimum Width: A parking stall shall be a minimum of eight feet, four inches (8'4") in width. 4-4-080F b. Standard Parking Stall Size – Structured Parking: i. Minimum Length: A parking stall shall be a minimum of fifteen feet (15'). A stall shall be a minimum of sixteen feet (16') for stalls designed at forty five degrees (45°) or greater. Each parallel stall shall be twenty three feet by nine feet (23' x 9') in size. 4-4-080F 2. Maximum Parking Lot and Parking Structure Slopes: Maximum slopes for parking lots shall not exceed eight percent (8%) slope. The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. Mixed Use: Joint parking is required subject to RMC 4-4-080E3. Commercial Uses: Parking may not be located between the building and the public street unless located within a structured parking garage. Automobiles 4-4-120A Required Location Residential Uses: Required parking shall be located underground or under building (on the first floor of the structure), or in an attached or detached structure. Any additional parking may not be located between the building and public street unless located within a structured parking garage. PARKING REQUIREMENTS SOLERA - RENTON, RESIDENTIAL MIXED USE DEVELOPMENT STANDARDS 73. Reserved Vested code prior to ordinance 5899: Garden style apartments are prohibited. Within the Center Village Zone, ground floor commercial development at a minimum of seventy five percent (75%) of the frontage of the building is for all residential projects on parcels abutting NE Sunset Boulevard east of Harrington Avenue NE. CITY OF RENTON - ORDINANCE N0. 5899 Ordinance N0. 5964 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING SUBSECTION 4 3 100.B.1.b OF THE RENTON MUNICIPAL CODE, BY REVISING DESIGN DISTRICT APPLICABILITY REGULATIONS IN THE CITY’S URBAN DESIGN DISTRICTS B’ AND D,’ PROVIDING FOR SEVERABILITY, AND ESTABLISHING AN EFFECTIVE DATE. iv. District D’: All areas zoned Center Village CV), or Commercial Arterial CA), Commercial Neighborhood CN), or the Commercial Office ( CO) Zone, except for those properties included in the Automall District and used for small vehicle sales or a secondary use identified in RMC 4- 3- 040. C. 1, Uses Permitted in the Renton Automall District. 2. Conflicts: Where there are conflicts between the design requirements in subsection E of this Section and other sections of the Renton Municipal Code, the regulations of this Section shall prevail. Ordinance N0. 5952 4-3-100 Urban Design SUBSECTION 4 3 100 iv. District D’: All areas zoned Center Village CV), or Commercial Arterial CA), Commercial Neighborhood CN), Commercial Office CO) except for those properties included in the Automall District and used for small vehicle sales or a secondary use identified in RMC 4 3 040.C.1, Uses Permitted in the Renton Automall District. Ordinance N0. 5909 4-4-080 Parking d. Tandem Parking: Tandem parking is allowed for detached single family residential and townhouse developments. In the table under 'Use' - 'Detached dwelling and townhouses:' has been added ZONING ORDINANCES ADOPTED SINCE SOLERA'S VESTING DATE - AUGUST 2018 The street modification request seeks a modification from RMC 4-6-060F. 2 Minimum Design Standards for Public Streets and Alleys for the following modifications to streets within the master site plan and along its frontage: ( 1) Jefferson Ave/ Lane NE and NE 11th St – a Residential Access Street which requires a 53-foot right-of-way (ROW) with 26-foot paved roadway width, including two ( 2) 10- foot travel lanes and one ( 1) 6-foot parking lane, 0.5-foot curb and gutter, 8-foot planter strip, and 5-foot sidewalk. Hearing Examiner, Dec. 11, 2018 The Applicant is proposing to provide on- street, parallel parking, separated from the vehicular traffic of NE Sunset Blvd by an 8-ft planter strip and 10-ft drive aisle in order to support the retail and commercial uses of the proposed mixed- use buildings along NE Sunset Blvd. APPROVED & PENDING CODE MODIFICATIONS Ordinance N0. 5899 Vested code prior to ordinance 5899: Garden style apartments are prohibited. Within the Center Village Zone, ground floor commercial development at a minimum of seventy five percent (75%) of the frontage of the building is for all residential projects on parcels abutting NE Sunset Boulevard east of Harrington Avenue NE. Design Regulations See Urban Design Regulations in RMC 4-3-100. Vehicular None Access 4-4-120A Pedestrian Access See Urban Design Regulations in RMC 4-3-100 CV 30% above maximum density or density allowed via conditional use permit 3. Maximum Bonus Units: The following table provides the maximum density that may be granted in applicable zones for conformance with affordable housing provisions: c. Affordable Unit Conditions: Affordable housing units shall be provided in a range of sizes and with features comparable to market-rate units. The low-income units shall be distributed throughout the development and have substantially the same functionality as the other units in the development. 4-9-065D BONUS ALLOWANCES... 1. Affordable Housing: One bonus market-rate dwelling unit may be granted for each affordable dwelling unit constructed on site, up to the maximum bonus density allowed pursuant to subsection D3 of this Section, Maximum Bonus Units. Affordable dwelling units shall conform to the following standards: Affordable Housing Incentives 4-2-120C.1 1. A density bonus may be granted for developments that satisfy the criteria and standards of RMC 4-9-065, Density Bonus Review. ADDITIONAL CONSIDERATIONS The Building Department may authorize the use of space designated and primarily used for recreation purposes for a portion of the required parking space provided the space conforms to the following conditions: Such parking areas shall be subject to all locational and developmental provisions of this Section; such portions of the recreation area to be used for parking shall be paved with a durable, dustless surface of a permanent nature; and such parking space may be credited only to space requirements of the principal use which it is intended to serve. K. MODIFICATIONS: 1. Special Provisions for Use of Paved Recreation Space for Parking:  Maximum driveway slope shall not exceed eight percent (8%). The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. To exceed fifteen percent (15%), a variance from the Administrator is required. 6. Driveway Grades – Maximum Based Upon Land Use: b. All Other Uses:  5. Driveway Angle – Minimum:  The angle between any driveway and the street roadway or curb line shall not be less than forty five degrees (45°). There shall be no more than one driveway for each one hundred sixty five feet (165') of street frontage serving any one property or among properties under unified ownership or control; for each one hundred sixty five feet (165') of additional street frontage another driveway may be permitted subject to the other requirements of this Section. 4. Maximum Number of Driveways Based Upon Land Use: b. All Other Uses: The width of any driveway shall not exceed thirty feet (30') exclusive of the radii of the returns or the taper section, the measurement being made parallel to the centerline of the street roadway. 3. Driveway Width Maximums Based Upon Land Use: c. All Other Uses:  iv. There shall be a minimum of eighteen feet (18') between driveway curb returns where there is more than one driveway on property under single ownership or control and used as one premises. iii. Driveways shall not be closer than five feet (5') to any property line (except as allowed under subsection I9 of this Section, Joint Use Driveways). ii. Driveway width (aggregate width if more than one driveway exists) shall not exceed forty percent (40%) of the street frontage. i. The location of ingress and egress driveways shall be subject to approval of the Department of Community and Economic Development under curb cut permit procedures. 2. Driveway Spacing Based Upon Land Use:b. All Other Uses: 4.Wheel Stops Required: Wheel stops shall be required on the periphery of the parking lot so the cars shall not protrude into the public right-of-way of the parking lot, or strike buildings. Wheel stops shall be two feet (2') from the end of the stall for head-in parking. iv. For attached dwellings, spaces within the dwelling units or on balconies do not count toward the bicycle parking requirement. However, designated bicycle parking spaces within individual garages can count toward the minimum requirement. iii. For in-building bike parking and limited access fenced areas, fixed structures for locking individual bikes, such as racks, must be provided within the facility. For fenced areas, the fence shall be either six feet (6') high, or be floor-to-ceiling. ii. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in-building parking, and limited access fenced areas with weather protection. i. Bicycle parking standards i through iv in subsection F11b of this Section shall apply to this subsection; and c. Bicycle Parking Standards:  The location of and access to bicycle parking areas for office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings shall be in accordance with the following standards: One-half (0.5) bicycle parking space per one dwelling unit. Spaces shall meet the requirements of subsection F11c of this Section, Bicycle Parking Standards. restoration, unless kept within an enclosed building. parked on a lot, including those vehicles under repair and Tandem parking is allowed. A maximum of 4 vehicles may be Bicycles 4-4-080F 11. Number of Bicycle Parking Spaces Required:townhouses: may be permitted for 1 bedroom or less dwelling units. NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:47:18 PM ZONING CODE SUMMARY CS011 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 c. Cascade Area: Intersection of 116th Avenue S.E. and S.E. 168th Street. d. Northeast Fourth Area: Intersections with N.E. Fourth at: i. Duvall Avenue N.E.; ii. Monroe Avenue N.E.; and iii. Union Avenue N.E. e. Grady Area: Intersections with Grady Way at: i. Lind Avenue S.W.; ii. Rainier Avenue S.; iii. Shattuck Avenue S.; and iv. Talbot Road S. f. Puget Area: Intersection of S. Puget Drive and Benson Road S. g. Rainier Avenue Area: Intersections with Rainier Avenue S. at: i. Airport Way/Renton Avenue S.; ii. S. Second Street; iii. S. Third Street/S.W. Sunset Boulevard; iv. S. Fourth Street; and v. S. Seventh Street. h. North Renton Area: Intersections with Park Avenue N. at: i. N. Fourth Street; and ii. N. Fifth Street. i. Northeast Sunset Area: Intersections with N.E. Sunset Boulevard at: i. Duvall Avenue N.E.; and ii. Union Avenue N.E. All districts All of the following are required: 1. Public plazas shall be provided at intersections identified in the Commercial Arterial Zone Public Plaza Locations Map and as listed below. 2. The plaza shall measure no less than one thousand (1,000) square feet with a minimum dimension of twenty feet (20') on one side abutting the sidewalk. 3. The public plaza must be landscaped consistent with RMC 4-4-070, including at minimum street trees, decorative paving, pedestrian-scaled lighting, and seating. Vegetated low impact development facilities may be used in the plaza where feasible and designed consistent with the Surface Water Design Manual. Such facilities shall count towards no more than fifty percent (50%) of the plaza requirement. 4. Public plazas are to be provided at the following intersections: a. Benson Area: Benson Drive S./108th Avenue S.E. and S.E. 176th. b. Bronson Area: Intersections with Bronson Way North at: i. Factory Avenue N./Houser Way S.; ii. Garden Avenue N.; and iii. Park Avenue N. and N. First Street. iii. Private decks, balconies, and private ground floor open space. iv. Other required landscaping and sensitive area buffers without common access links, such as pedestrian trails. 2. All buildings and developments with over thirty thousand (30,000) square feet of nonresidential uses (excludes parking garage floorplate areas) shall provide pedestrian-oriented space. a. The pedestrian-oriented space shall be provided according to the following formula: 1% of the site area + 1% of the gross building area, at minimum. b. The pedestrian-oriented space shall include all of the following: i. Visual and pedestrian access (including barrier-free access) to the abutting structures from the public right-of-way or a nonvehicular courtyard; and ii. Paved walking surfaces of either concrete or approved unit paving; and iii. On-site or building-mounted lighting providing at least four (4) foot-candles (average) on the ground; and iv. At least three (3) lineal feet of seating area (bench, ledge, etc.) or one individual seat per sixty (60) square feet of plaza area or open space. c. The following areas shall not count as pedestrian-oriented space: i. The minimum required walkway. However, where walkways are widened or enhanced beyond minimum requirements, the area may count as pedestrian-oriented space if the Administrator determines such space meets the definition of pedestrian-oriented space. ii. Areas that abut landscaped parking lots, chain link fences, blank walls, and/or dumpsters or service areas. d. Outdoor storage (shopping carts, potting soil bags, firewood, etc.) is prohibited within pedestrianoriented space. 3. Open space substitution: see RMC 4-1-240. Standards: Districts A, C, and D All of the following are required: 1. All mixed use residential and attached housing developments of ten (10) or more dwelling units shall provide common open space and/or recreation areas. a. At minimum, fifty (50) square feet per unit shall be provided. b. The location, layout, and proposed type of common space or recreation area shall be subject to approval by the Administrator. c. Open space or recreation areas shall be located to provide sun and light exposure to the area and located so that they are aggregated to provide usable area(s) for residents. d. For projects with more than one hundred (100) dwelling units, vegetated low impact development facilities may be used in required or provided open space where feasible and designed consistent with the Surface Water Design Manual. Such facilities shall be counted towards no more than fifty percent (50%) of the required open space. e. At least one of the following shall be provided in each open space and/or recreation area (the Administrator may require more than one of the following elements for developments having more than one hundred (100) units): i. Courtyards, plazas, pea-patches, or multi-purpose open spaces; ii. Upper level common decks, patios, terraces, or roof gardens. Such spaces above the street level must feature views or amenities that are unique to the site and are provided as an asset to the development; iii. Pedestrian corridors dedicated to passive recreation and separate from the public street system; iv. Recreation facilities including, but not limited to, tennis/sports courts, swimming pools, exercise areas, game rooms, or other similar facilities; or v. Children’s play spaces that are centrally located near a majority of dwelling units and visible from surrounding units. They shall also be located away from hazardous areas such as garbage dumpsters, drainage facilities, and parking areas. f. The following shall not be counted toward the common open space or recreation area requirement: i. Required landscaping, driveways, parking, or other vehicular use areas. ii. Required yard setback areas. Except for areas that are developed as private or semi-private (from abutting or adjacent properties) courtyards, plazas or passive use areas containing landscaping and fencing sufficient to create a fully usable area accessible to all residents of the development (illustration below). Guidelines Developments located at street intersections should provide pedestrian-oriented space at the street corner to emphasize pedestrian activity (illustration below). Recreation and common open space areas are integral aspects of quality development that encourage pedestrians and users. These areas shall be provided in an amount that is adequate to be functional and usable; they shall also be landscaped and located so that they are appealing to users and pedestrians. Intent To ensure that areas for both passive and active recreation are available to residents, workers, and visitors and that these areas are of sufficient size for the intended activity and in convenient locations. To create usable and inviting open space that is accessible to the public; and to promote pedestrian activity on streets particularly at street corners. CITY OF RENTON - RECREATION AREAS AND COMMON OPEN SPACE Districts A, C, and D The following is required: At least one of the following elements shall be used to create varied and interesting roof profiles (illustration below): 1. Extended parapets; 2. Feature elements projecting above parapets; 3. Projected cornices; 4. Pitched or sloped roofs. 5. Roof-mounted mechanical equipment shall not be visible to pedestrians. 6. Buildings containing predominantly residential uses shall have pitched roofs with a minimum slope of one to four (1:4) and shall have dormers or interesting roof forms that break up the massiveness of an uninterrupted sloping roof. Guidelines Building roof lines shall be varied and include architectural elements to add visual interest to the building. To ensure that roof forms provide distinctive profiles and interest consistent with an urban project and contribute to the visual continuity of the district. Intent BUILDING ROOF LINES Districts B, C, and D 1. Any facade visible to the public shall be comprised of at least fifty percent (50%) transparent windows and/or doors for at least the portion of the ground floor facade that is between four feet (4') and eight feet (8') above ground (as measured on the true elevation). 2. Where windows or storefronts occur, they must principally contain clear glazing. Tinted, dark, and highly reflective (mirror-type) glass and film are prohibited. All of the following are required: 1. Human-scaled elements such as a lighting fixture, trellis, or other landscape feature shall be provided along the facade’s ground floor. 2. Upper portions of building facades shall have clear windows with visibility into and out of the building. However, screening may be applied to provide shade and energy efficiency. The minimum amount of light transmittance for windows shall be fifty percent (50%). 3. Display windows shall be designed for frequent change of merchandise, rather than permanent displays. Display racks and fixtures may not obscure more than fifty percent (50%) of the window space. 4. Window coverings, such as blinds and curtains, must be functional, they may not be affixed so that they cannot be open and/or closed. All of the following are prohibited: 1. Tinted and dark glass, highly reflective (mirror-type) glass and film. 2. Untreated blank walls visible from public streets, sidewalks, or interior pedestrian pathways. a. A wall (including building facades and retaining walls) is considered a blank wall if: i. It is a ground floor wall or portion of a ground floor wall over six feet (6') in height, has a horizontal length greater than fifteen feet (15'), and does not include a window, door, building modulation or other architectural detailing; or ii. Any portion of a ground floor wall has a surface area of four hundred (400) square feet or greater and does not include a window, door, building modulation or other architectural detailing. b. If blank walls are required or unavoidable, they shall be treated. The treatment shall be proportional to the wall and use one or more of the following (illustration below): i. A planting bed at least five feet (5') in width abutting the blank wall that contains trees, shrubs, evergreen ground cover, or vines; ii. Trellis or other vine supports with evergreen climbing vines; iii. Architectural detailing such as reveals, contrasting materials, or other special detailing that meets the intent of this standard; iv. Artwork, such as bas-relief sculpture, mural, or similar; or v. Seating area with special paving and seasonal planting. All districts STANDARDS Guidelines The use of material variations such as colors, brick, shingles, stucco, and horizontal wood siding is encouraged. The primary building entrance should be made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). Detail features should also be used, to include things such as decorative entry paving, street furniture (benches, etc.), and/or public art. To ensure that buildings are visually interesting and reinforce the intended human-scale character of the pedestrian environment; and ensure that all sides of a building within near or distant public view have visual interest. Intent GROUND LEVEL DETAILS Districts A and D Both of the following are required: 1. All building facades shall include modulation or articulation at intervals of no more than forty feet (40'). 2. Modulations shall be a minimum of two feet (2') deep, sixteen feet (16') in height, and eight feet (8') in width. 3. Buildings greater than one hundred sixty feet (160') in length shall provide a variety of modulations and articulations to reduce the apparent bulk and scale of the facade (illustration in District B, below); or provide an additional special feature such as a clock tower, courtyard, fountain, or public gathering area. Guidelines Building facades shall be modulated and/or articulated to reduce the apparent size of buildings, break up long blank walls, add visual interest, and enhance the character of the neighborhood. Articulation, To ensure that buildings are not bland and so that they appear to be at a human scale, as well as to ensure that all sides of a building which can be seen by the public are visually interesting.Intent BUILDING CHARACTER AND MASSING Intent To encourage building design that is unique and urban in character, comfortable on a human scale, and uses appropriate building materials that are suitable for the Pacific Northwest climate and to discourage franchise retail architecture. CITY OF RENTON - BUILDING ARCHITECTURAL DESIGN Districts A, C, and D The following is required: All buildings shall use material variations such as colors, brick or metal banding, patterns, or textural changes. All of the following are required: 1. All sides of buildings visible from a street, pathway, parking area, or open space shall be finished with the same building materials, detailing, and color scheme. A different treatment may be used if the materials are of the same quality. 2. All buildings shall use material variations such as colors, brick or metal banding, patterns or textural changes. 3. Materials, individually or in combination, shall have texture, pattern, and be detailed on all visible facades. 4. Materials shall be durable, high quality, and consistent with more traditional urban development, such as brick, integrally colored concrete masonry, pre-finished metal, stone, steel, glass and cast-in-place concrete. 5. If concrete is used, walls shall be enhanced by techniques such as texturing, reveals, and/or coloring with a concrete coating or admixture. 6. If concrete block walls are used, they shall be enhanced with integral color, textured blocks and colored mortar, decorative bond pattern and/or shall incorporate other masonry materials. All districts STANDARDS Guidelines Building materials are an important and integral part of the architectural design of a building that is attractive and of high quality. Material variation shall be used to create visual appeal and eliminate monotony of facades. This shall occur on all facades in a consistent manner. High quality materials shall be used. If materials like concrete or block walls are used they shall be enhanced to create variation and enhance their visual appeal. To ensure high standards of quality and effective maintenance over time and encourage the use of materials that reduce the visual bulk of large buildings, as well as to encourage the use of materials that add visual interest to the neighborhood. Intent BUILDING MATERIALS CITY OF RENTON URBAN DESIGN REGULATIONS Standards: Districts A, B, and D At least one of the following design elements shall be used to promote a transition to surrounding uses: 1. Building proportions, including step-backs on upper levels in accordance with the surrounding planned and existing land use forms; or 2. Building articulation to divide a larger architectural element into smaller increments; or 3. Roof lines, roof pitches, and roof shapes designed to reduce apparent bulk and transition with existing development. Additionally, the Administrator may require increased setbacks at the side or rear of a building in order to reduce the bulk and scale of larger buildings and/or so that sunlight reaches adjacent and/or abutting yards. Guidelines Careful siting and design treatment shall be used to achieve a compatible transition where new buildings differ from surrounding development in terms of building height, bulk and scale. To shape redevelopment projects so that the character and value of Renton’s long-established, existing neighborhoods are preserved. Intent TRANSITION TO SURROUNDING DEVELOPMENT Standards: Districts A, B, and D All of the following are required: 1. The primary entrance of each building shall be: a. Located on the facade facing a street, shall be prominent, visible from the street, connected by a walkway to the public sidewalk, and include human-scale elements; and b. Made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). 2. Building entries from a street shall be clearly marked with canopies, architectural elements, ornamental lighting, or landscaping and include weather protection at least four and one-half feet (4- 1/2') wide (illustration below). Buildings that are taller than thirty feet (30') in height shall also ensure that the weather protection is proportional to the distance above ground level. 3. Building entries from a parking lot shall be subordinate to those related to the street. 4. Features such as entries, lobbies, and display windows shall be oriented to a street or pedestrianoriented space; otherwise, screening or decorative features should be incorporated. 5. Multiple buildings on the same site shall direct views to building entries by providing a continuous network of pedestrian paths and open spaces that incorporate landscaping. 6. Ground floor residential units that are directly accessible from the street shall include: a. Entries from front yards to provide transition space from the street; or b. Entries from an open space such as a courtyard or garden that is accessible from the street. Guidelines Primary entries shall face the street, serve as a focal point, and allow space for social interaction. All entries shall include features that make them easily identifiable while reflecting the architectural character of the building. The primary entry shall be the most visually prominent entry. Pedestrian access to the building from the sidewalk, parking lots, and/or other areas shall be provided and shall enhance the overall quality of the pedestrian experience on the site. To make building entrances convenient to locate and easy to access, and ensure that building entries further the pedestrian nature of the fronting sidewalk and the urban character of the district. Intent BUILDING ENTRIES Standards: Districts A, B, and D All of the following are required: 1. The availability of natural light (both direct and reflected) and direct sun exposure to nearby buildings and open space (except parking areas) shall be considered when siting structures. 2. Buildings shall be oriented to the street with clear connections to the sidewalk. 3. The front entry of a building shall be oriented to the street or a landscaped pedestrian-only courtyard. 4. Buildings with residential uses located at the street level shall be: a. Set back from the sidewalk a minimum of ten feet (10') and feature substantial landscaping between the sidewalk and the building (illustration below); or b. Have the ground floor residential uses raised above street level for residents’ privacy. 5. Office buildings shall have pedestrian-oriented facades. In limited circumstances the Administrator may allow facades that do not feature a pedestrian orientation; if so, substantial landscaping between the sidewalk and building shall be provided. Such landscaping shall be at least thirty feet (30') in width as measured from the sidewalk. 6. Residential and mixed-use buildings containing street-level residential uses and single-purpose residential buildings shall be: a. Set back from the sidewalk a minimum of ten feet (10') and feature substantial landscaping between the sidewalk and the building (illustration below); or b. Have the ground floor residential uses raised above street level for residents’ privacy. Guidelines Developments shall enhance the mutual relationship of buildings with each other, as well as with the roads, open space, and pedestrian amenities while working to create a pedestrian oriented environment. Lots shall be configured to encourage variety and so that natural light is available to buildings and open space. The privacy of individuals in residential uses shall be provided for. To ensure visibility of businesses and to establish active, lively uses along sidewalks and pedestrian pathways. To organize buildings for pedestrian use and so that natural light is available to other structures and open space. To ensure an appropriate transition between buildings, parking areas, and other land uses; and increase privacy for residential uses. Intent BUILDING LOCATION AND ORIENTATION Intent To ensure that buildings are located in relation to streets and other buildings so that theVision of the City of Renton can be realized for a high-density urban environment; so that businesses enjoy visibility from public rights-of-way; and to encourage pedestrian activity. CITY OF RENTON - SITE DESIGN AND BUILDING LOCATION Standards: Districts C and D All of the following are required: 1. Developments located at district gateways shall be marked with visually prominent features (illustration below). 2. Gateway elements shall be oriented toward and scaled for both pedestrians and vehicles (illustration below). 3. Visual prominence shall be distinguished by two (2) or more of the following: a. Public art; b. Special landscape treatment; c. Open space/plaza; d. Landmark building form; e. Special paving, unique pedestrian scale lighting, or bollards; f. Prominent architectural features (trellis, arbor, pergola, or gazebo); g. Neighborhood or district entry identification (commercial signs do not qualify). Guidelines Development that occurs at gateways shall be distinguished with features that visually indicate to both pedestrians and vehicular traffic the uniqueness and prominence of their locations in the City. Examples of these types of features include monuments, public art, and public plazas. To distinguish gateways as primary entrances to districts or to the City, special design features and architectural elements at gateways should be provided. While gateways should be distinctive within the context of the district, they should also be compatible with the district in form and scale. Intent GATEWAYS Standards: Districts A, B, and D All of the following are required: 1. Service elements shall be located and designed to minimize the impacts on the pedestrian environment and adjacent and/or abutting uses. Service elements shall be concentrated and located where they are accessible to service vehicles and convenient for tenant use. 2. In addition to standard enclosure requirements, garbage, recycling collection, and utility areas shall be enclosed on all sides, include a roof and be screened around their perimeter by a wall or fence and have self-closing doors (illustration below). 3. Service enclosures shall be made of masonry, ornamental metal or wood, or some combination of the three (3). 4. If the service area is adjacent to a street, pathway, or pedestrian-oriented space, a landscaped planting strip, minimum three feet (3') wide, shall be located on three (3) sides of such facility. Guidelines Service elements shall be concentrated and located so that impacts to pedestrians and other abutting uses are minimized. The impacts of service elements shall be mitigated with landscaping and an enclosure with fencing that is made of quality materials. Service areas not adjacent to streets, pathways, or pedestrian-oriented spaces are encouraged to implement vegetative screening in addition to or as part of service enclosures. To reduce the potential negative impacts of service elements (i.e., waste receptacles, loading docks) by locating service and loading areas away from pedestrian areas, and screening them from view in high visibility areas. Intent SERVICE ELEMENT LOCATION AND DESIGN NO. DATE DESCRIPTION AGENDA ITEM #6. c) COMPLIANCE 1. The Applicant shall comply with all conditions of approval from the LUA18-000490 Solera Master Plan decision issued December 11, 2018 and reconsideration issued January 30, 2019 with the exception of the following conditions that are either removed due to their inapplicability based on the modified master site plan or as modified: a. The following conditions are no longer applicable and removed from the master plan decision: Conditions 3,4,7, 20, 21, and 25. b. [N/A PHASE 1] c. [N/A PHASE 1] d. The Applicant shall complete the project phases in the sequence of the updated phasing plan as provided in Exhibit 15. If market rate and affordable units are not distributed as identified in the Standstill Agreement, but are instead one (1) standalone market rate block and one (1) standalone affordable block, then the standalone market rate block shall be Phase 1. Construction of Phase 2 may proceed concurrently with Phase 1. [...] e. [N/A PHASE 1] 2. [...] provide at least one ground floor commercial space in each of Block A and B with grease traps and ventilation shafts for a commercial kitchen hood/exhaust; central plumbing line; and ADA compliant bathrooms shall be provided for all commercial ground floor space which may be provided through the use of common facilities. [...] 3. The Applicant shall submit a detailed landscaping plan per the submittal requirements set forth in RMC 4-8-120D.12 and that meets the applicable landscaping standards set forth in RMC 4-4-070 [...] The detailed landscaping plan shall incorporate street frontage landscaping 10-feet in width along Jefferson Lane NE abutting the two-story townhomes on Block B where it is shown deficient on the conceptual landscaping plan [...] 4. The Applicant shall provide a tree replacement exhibit as a component of the detailed landscape plan [...] 5. The Applicant shall submit a Transportation Demand Management Plan [...] The plan shall guarantee a minimum of one (1) parking space for each unit in Blocks A and B via an assigned and numbered space. Remaining spaces may be allocated to residents that have an additional vehicle and for guest parking. The Applicant shall ensure that residents have an assigned parking space for every vehicle intended to be kept onsite via specific language in the resident rental agreement. [...] 6. The Applicant shall submit bicycle parking plans for Block A and Block B with their respective building permit applications. The plans shall identify the correct number of required bicycle parking spaces and provide graphic and narrative details of how the parking meet the storage, security, and space standards of RMC 4-4-080F.11.a and b. [...] 7. The Applicant shall submit a revised fencing plan [...] that provides material details, height, and location of fencing on the master site plan. [...] 8. The Applicant shall submit material and exterior finish details for the retaining wall and four (4) foot guard rails [...] 9. The Applicant shall submit revised south elevations for Block B for the façade not obscured by the Shell fuel facility [...] The elevations shall provide entry and facade features for the daycare and office entry that are identifiable and that are similar in architectural character as other entrances and ground level facades on Blocks A and B. [...] 10. The Applicant shall widen the pedestrian pathway from the NE 10th sidewalk to the daycare entrance to a minimum of five (5) feet in width [...] 11. The Applicant shall submit detail sheets and quantities of all street and open space furniture including but not limited to planters, benches, group seating, refuse and recycling, bike racks, pergolas, and outdoor recreation equipment. [...] 12. The Applicant shall submit graphic verification that weather protection for Blocks A and B extend a at least 4.5 feet from the buildings along 75-percent of the facades facing the street and/or a narrative of how the proposed weather protection meets the intent and guidelines of the Pedestrian Environment section of the Urban Design Regulations [...] 13. The Applicant shall submit a pedestrian oriented space exhibit as a component of the detailed landscaping plan [...] The exhibit shall provide paving details for plazas and other onsite pedestrian areas [...] The exhibit shall also provide photometric lighting calculations for pedestrian oriented spaces [...] 14. The Applicant shall submit revised elevation plans [...] that replaces the blank walls located on the NE 11th St and Kirkland Ave NE frontage along Block A [...] with glazing or other architectural detailing or provide justification of a required or unavoidable blank wall with treatment as approved by the Current Planning Project Manager. [...] 15. The Applicant shall submit a revised lighting plan with the building permit application for Block A and Block B that includes detail sheets of all light fixtures and their supports. [...] 16. The Applicant shall submit a rooftop equipment exhibit with the elevation plans associated [...] The exhibit shall provide cross section details and identify proposed rooftop screening that is integral and complementary to architecture of the buildings. The exhibit shall be reviewed and approved by the Current Planning Project Manager. 17. The Applicant shall submit a surface mounted utility plan that includes cross-section details [...] The Applicant shall work with franchise utilities to ensure, as practical, utility boxes are located out of public ROW view, active common open spaces, and they shall not displace required landscaping areas. The plan shall provide and identify screening measures consistent with the overall design of the development. [...] 18. The Applicant shall submit revised site and floor plans with the building permit applications for Block A and B that detail marked loading and delivery areas that do not conflict with parking and pedestrian areas for each block. [...] 19. The Applicant shall submit a revised Traffic Impact Analysis (TIA) [...] that provides analysis of the northbound and southbound I-405/Sunset Blvd ramp terminal intersections. The revised TIA shall also provide a correction to the total number of units in Blocks A and B and correction to the total square footage of retail space. [...] 20. The applicant shall coordinate with City staff regarding the circulation pattern of the NE Sunset Blvd frontage road abutting the angled parking during review of the civil construction permit. [...] 21. Any changes to the approved project require a major modification or a minor modification. The following determines whether a proposed change will be reviewed as a major modification or a minor modification: a. Proposed project changes will be reviewed as a major modification (in other words, as a new application) unless they meet the scope for a minor modification, below. b. Proposed project changes will be reviewed as a minor modification by administrative determination, if the proposed changes do not: • i. Involve more than a ten percent (10%) increase or decrease in any measurable aspect of the approved plan such as, but not limited to, area, scale, building height, density, commercial area, amenities, public or private open space, landscaping, parking spaces, building materials (e.g., glazing) etc.; • ii. Have a substantially greater impact on the environment and/or public facilities than the approved plan; • iii. Change the boundaries of the originally approved plan; and • iv. Substantially alter a key feature of the approved plan. 22. The Applicant shall receive preliminary approval of any necessary street vacation(s) from City Council [...] Final approval of the street vacation(s) shall be completed prior to plat recording. 23. All road names shall be approved by the City. 24. Sanitary sewers shall be provided by the developer at no cost to the City and designed in accordance with City standards. Side sewer lines shall be installed eight feet (8') into each lot if sanitary sewer mains are available, or provided with the subdivision development. 25. Concrete permanent control monuments shall be established at each and every controlling corner of the subdivision. [...] All other lot corners shall be marked per the City surveying standards. The subdivider shall install all street name signs necessary in the subdivision. 26. All utilities designed to serve the subdivision shall be placed underground. Any utilities installed in the parking strip shall be placed in such a manner and depth to permit the planting of trees. [...] 27. Any cable TV conduits shall be undergrounded at the same time as other basic utilities are installed to serve each lot. [...] Conduit ends shall be elbowed to final ground elevation and capped. [...] 28. All lot corners at intersections of dedicated public rights-of-way, except alleys, shall have minimum radius of fifteen feet (15'). Condition language below has been abbreviated. Removals have been noted with [...] For full language of conditions, see: FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION LUA20-000305, SA-M, PP, SA-H, MOD Issued February 18, 2021, and REVISED FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION, LUA20-000305, SA-M, PP, SA-H, MOD Revised March 14,2021 * - Condition to be reviewed and approved prior to permit issuance 1. See conditions from 12/11/2018, 1/30/2019, this sheet. 1.a. See conditions from 12/11/2018, this sheet. 1.d. Phase 1 is Market Rate only. 2. * See Grease Trap location on Civil Plans, Restroom location on AA2.2.0 and CS014. 3. * See Landscape sheets. 4. * See Landscape sheets. 5. *See Civil sheets and AA2.0.0, AA2.1.0, AA2.0.2, for parking plans. Summary on CS013. The TDM is not part of the building permit set. 6. * See sheet CS013 for summary, typ. bike rooms plan.See Landscape sheets for outdoor bike parking. 7. * See Landscape sheets. 8. * See Landscape sheets. 9. N/A Phase 1. 10. N/A Phase 1. 11. See Landscape sheets. 12. * See sheet CS014. 13. * See Landscape sheets. 14. * See sheets: CS014, AA300-AA302. 15. * See Landscape and Electrical sheets. 16. * See sheets: AA2.NR.0, AA2.SR.0, AA660. 17. * See Civil and Landscape sheets. 18. * See sheet CS013, AA2.2.0, AA2.2S.0. 19. See traffic report under separate cover. 20. See Civil sheets. 21. Agreed. 21.a. Agreed. 21.b. Agreed. 22. See Civil sheets. 23. See Civil sheets. 24. See Civil sheets. 25. See Civil sheets. 26. See Civil sheets. 27. See Civil sheets. 28. See Civil sheets. 1. [N/A PHASE 1] 2. The Applicant shall record a covenant on the underlying properties within the plat requiring that any future division of the lots or increases to density must be consistent with the maximum density requirements as measured within the master site plan as a whole. The Applicant shall submit a draft of the covenant with the final plat application for review and approval by the Current Planning Project Manager prior to recording with the King County Recorder’ s Office. 3. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 4. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 5. [N/A PHASE 1] 6. The Applicant shall submit building coverage calculations with an exhibit graphic that identifies compliance with the 75- percent lot coverage limitation for each parent site and mixed- use lot with each Administrative site plan review application. The building coverage calculations shall be reviewed and approved by the Current Planning Project Manager prior to Administrative Site Plan issuance. 7. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 8. [N/A PHASE 1] 9. [N/A PHASE 1] 10. The Applicant shall submit a cohesive sign package for the master plan site with the initial administrative site plan review application. The sign package shall be reviewed and approved by the Current Planning Project Manager prior to site plan issuance. 11. The Applicant shall submit a revised master plan prior to the first Administrative site plan review application or construction permit application, whichever occurs first, that clearly indicates the amount of common open space meeting the standards of RMC 4-2.115E. 2 and RMC 4-3-100E.4 or where applicable RMC 4-1-240B.3, if approved. A fee-in-lieu shall be paid prior to the issuance of the civil construction permit. The revised master plan shall be reviewed and approved by the Current Planning Project Manager prior to the first Administrative Site Plan or construction permit issuance. 12. [N/A PHASE 1] 13. [N/A PHASE 1] 14. The Applicant shall provide implementation procedures for each of the mitigation measures identified in Attachment B of the Sunset Area Planned Action Ordinance #5813 or provide a written narrative of how the particular measure is not applicable to the project. The Planned Action mitigation implementation procedures shall be submitted with each Administrative site plan review application for review and approval by the Current Planning Project Manager prior to site plan issuance. 15. The Applicant shall submit a minor modification application to remove the Piha site from the Renton Sunset Terrace Redevelopment Master Plan ( LUA14 - 001475). The minor modification application shall be submitted and decision issued prior to the Applicant submitting the Administrative site plan review application for this respective phase of the master plan. The minor modification application shall be reviewed and approved by the Current Planning Project Manager prior to issuance. 16. [N/A PHASE 1] 17. The Applicant shall coordinate with King County Metro Transit for RapidRide improvements at bus stop # 45145 on NE Sunset Blvd. Those improvements include, but are not limited to, shelter footings at the bus stop and conduit to support RapidRide signage and lighting. [...] 18. [SEE REVISED CONDITION 1.d. from DECISION 2/18/2021] 19. [N/A PHASE 1] 20. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 21. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 22. [SEE CONDITION 22 from DECISION 2/18/2021] 23. The Applicant shall provide modulations ( both vertical and horizontal) on Mixed Use Buildings A and B beyond what is required by Design District D regulations. The exterior cladding and articulation on each building shall be a diverse mix of high quality materials that is commensurate to the overall size and scale of the building. The buildings shall incorporate upper story setbacks, roof extension features, extended feature elements on the buildings’ corners abutting NE 11th St and NE Sunset Blvd, or other articulation beyond what is already required in the Urban Design District ‘ D’ Regulations. These modulation and articulation features shall be shown on colored elevation sheets and represented on three- dimensional renderings [...] 24. The Applicant shall provide one (1) of the following ground level treatments to Mixed Use Buildings A and B along NE Sunset Blvd: (1) the floor to finished ceiling height shall be a minimum of 18-feet; [...] 25. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 26. The Applicant shall submit revised utility plans with the civil construction permit that provides a concrete tabled intersection at Jefferson Ave NE and NE 11th St. The revised utility plan shall be reviewed and approved by the Current Planning Project Manager prior to civil construction permit issuance. 27. [SEE CONDITION 23 from DECISION 2/18/2021] 28. [SEE CONDITION 24 from DECISION 2/18/2021] 29. [SEE CONDITION 25 from DECISION 2/18/2021] 30. [SEE CONDITION 26 from DECISION 2/18/2021] 31. [SEE CONDITION 27 from DECISION 2/18/2021] 32. [SEE CONDITION 28 from DECISION 2/18/2021] 33. Individual final plats for all phases of the subdivision shall be submitted within five ( 5) years from the date of preliminary plat approval. Extension(s) of the preliminary plat approval may be considered via RMC 4-7-080(L)(1) and (2). 34. The installation of public infrastructure associated with Phase I of the Solera Master Plan ( Exhibit 12) and identified in RMC 4-7-100 shall be completed prior to final plat approval of the initial phase unless the Administrator approves a discretionary deferral of plat improvements subject to RMC 4-9-060. CONDITION from DECISION 2/18/2021 AND 3/14/2021 COMPLIANCE 2. Agreed. 6. See sheet MP-02.1 of P_Architectural_210507_v1, dated 05/05/2021 for LUA20-000305 Master Site Plan Minor Modification. 10. See P_Signage_201119 _v1, dated November 2020 for LUA20-000305 Master Site Plan Major Modification. 11. See sheet L1.0 of P_Landscape_202100_v2, dated 10/21/2020 for LUA20-000305 Master Site Plan Major Modification. 14. See Implementation measures in CM_Const_Mitigation_ 201216_v1 document on record for LUA20-000305. 15. Agreed. 17. See Civil sheets. 23. See sheets: CS015, AA300-AA302. 24. See sheets AA400, CS015, floor-to-floor height is 23' 26. See Civil sheets. 33. Agreed. 34. Agreed. CONDITION from DECISION 12/11/2018 and RECONSIDERATION 01/30/2019 Condition language below has been abbreviated. Removals have been noted with [...] For full language of conditions, see: FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION LUA18-000490, SA-M, PP, CU-H, MOD Issued December 11, 2018, and DECISION UPON RECONSIDERAION LUA18-000490, SA-M, PP, CU-H, MOD issued January 30, 2019 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:47:20 PM ZONING CODE SUMMARY - CONDITIONS CS012 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 NO. DATE DESCRIPTION AGENDA ITEM #6. c) PARKING CONTENT: One-half (0.5) bicycle parking space per one dwelling unit. Spaces shall meet the requirements of subsection F11c of this Section, Bicycle Parking Standards. 4-4-080.F11b. Bicycle Parking Standards: The location of and access to bicycle parking areas for all uses except office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings, shall be in accordance with the following standards: (Ord. 5729, 10-20-2014) i. Bicycle parking facilities shall include a rack that is permanently affixed to the ground and supports the bicycle at two (2) or more points, including at least one point on the frame. The user shall be able to lock the bicycle with a U-shaped lock or cable lock. Bicycle racks that only support a bicycle front or rear wheel are not permitted. Bicycle racks shall be installed to provide adequate maneuvering space and ensure that the requisite number of bicycle parking spaces remain accessible; and ii. Each bicycle parking space shall be at least two feet (2') by six feet (6'), with no less than an overhead clearance of seven feet (7'). A maneuvering area of five feet (5') shall separate rows of bicycle parking spaces. Where the bicycle parking is abutting the sidewalk, only the maneuvering area may extend into the right-of-way; and (Ord. 5676, 12-3-2012) iii. Areas set aside for bicycle parking shall be clearly marked and reserved for bicycle parking only; and iv. Bicycle parking shall not impede or create a hazard to pedestrians or vehicles. Parking areas shall be located so as to not conflict with vehicle vision clearance standards; and v. Bicycle parking shall be conveniently located with respect to the street right-of-way and must be within fifty feet (50') of at least one main building entrance, as measured along the most direct pedestrian access route; and vi. Whenever possible, bicycle parking shall be incorporated into the building design and coordinate with the design of the street furniture when it is provided; and vii. Bicycle parking shall be visible to cyclists from street sidewalks or building entrances, so that it provides sufficient security from theft and damage; and viii. Bicycle parking shall be at least as well lit as vehicle parking for security. 4-4-080.F11c. Bicycle Parking Standards: The location of and access to bicycle parking areas for office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings shall be in accordance with the following standards: (Ord. 5729, 10-20-2014) i. Bicycle parking standards i through iv in subsection F11b of this Section shall apply to this subsection; and ii. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in-building parking, and limited access fenced areas with weather protection. iii. For in-building bike parking and limited access fenced areas, fixed structures for locking individual bikes, such as racks, must be provided within the facility. For fenced areas, the fence shall be either six feet (6') high, or be floor-to-ceiling. iv. For attached dwellings, spaces within the dwelling units or on balconies do not count toward the bicycle parking requirement. However, designated bicycle parking spaces within individual garages can count toward the minimum requirement. Vehicle Parking - Block A Min. Required Provided Affordable Res. Units Total Block A Parking Bicycle Parking - Residential Bicycle Parking - Block A 405 prkg stalls 1. 1 per dwelling unit required, RMC, 4-4-080, sec. 10, d. Block A Mixed Use 0 Units Commercial Parking - Block A Retail Eating & Drinking Establishments 5. 2.5/ 1,000 SF of net floor area, RMC, 4-4-080, sec. 10, d. Total Commercial Parking 6. 10/ 1,000 SF of dining area, RMC, 4-4-080, sec. 10, d. Max. Allowed 2. 1.75 per dwelling unit is allowed, RMC, 4-4-080, sec. 10, d. 3. Dwell. Unit for Low Income - 1 for each 4 dwell. units, RMC, 4-4-080, sec. 10, d. 4. 1.75/ dwell. unit, RMC, 4-4-080, sec. 10, d. 7. 5/ 1,000 SF of net floor area, RMC, 4-4-080, sec. 10, d. 8. 10/ 1,000 SF of dining area, RMC, 4-4-080, sec. 10, d. Market Rate Res. Units 275 Units Bicycle Parking - Commercial 142 bicycle spaces 0 prkg stalls (see note 1) 69 prkg stalls (see note 3) 0 prkg stalls (see note 2) 481 prkg stalls (see note 4) 405 prkg stalls69 prkg stalls 481 prkg stalls 30 prkg stalls (see note 5) 10 prkg stalls (see note 6) 40 prkg stalls Area 11,746 SF 1,000 SF 138 bicycle prkg spaces (see note 9) 9. 0.5/dwell. unit, RMC, 4-4-080, sec. 11, a. 10. 10% of Block A Commercial prkg stalls, RMC, 4-4-080, sec. 11, a. Min. Required Bycicle Parking 4 bicycle prkg space (see note 10) Block A Code Reference Notes: 59 prkg stalls (see note 7) 10 prkg stalls (see note 8) 11. A minimum and maximum of 1 for each employee, RMC, 4-4-080, sec. 10, d. 12. 2 drop-off/pick-up spaces for every 25 clients, RMC, 4-4-080, sec. 10, d. Min. Required Max. Allowed 275 Units 13. Structured commercial parking is shared 14. Structured commercial parking is shared Commercial Parking Provided Angled Stalls Proposed Parallel Stalls Approved Street Stalls * Shared Stalls Inside Building 40 - 4 = 3612 prkg stalls 8 prkg stalls 4 prkg stalls 15. Item A. Parking and Parking Structures, Standstill Agreement Provided Standstill Agreement, see note 15 Commercial, Accessible Stalls Provided: 2 Residential, Accessible Stalls Provided: 22 Compact Provided: 165 Accessible Stalls Compact * allowed to count towards on-site parking by standstill agreement 137 SF BIKE STORAGE 181 SF BIKE STORAGE INSTANCES ON LEVELS: 3, 4, 5, 6, 7 = 5 BIKE ROOMS x 11 BIKES PER ROOM (1 ACCESSIBLE) = 55 BIKE STALLS SEE N1 SECTOR PLANS: AA2.N3.1, AA2.N4.1, AA2.N5.1, AA2.N6.1, 112.N7.1 INSTANCES ON LEVELS: 3, 4, 5, 6, 7 = 5 BIKE ROOMS x 16 BIKES PER ROOM (1 ACCESSIBLE) = 80 BIKE STALLS SEE S2 SECTOR PLANS: AA2.S3.2, AA2.S4.2, AA2.S5.2, AA2.S6.2, 112.S7.2 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS J. LOADING SPACE STANDARDS: 1. Loading Space Required:For all buildings hereafter erected, reconstructed or enlarged, adequate permanent off-street loading space shall be provided if the activity carried on in such building requires deliveries to it or shipments from it of people or merchandise. Loading space shall be in addition to required off-street parking spaces. 2. Plan Required:Loading space shall be shown on a plan and submitted for approval by the Department of Community and Economic Development. (Ord. 5729, 10-20-2014) COMMERCIAL C204 COMMERCIAL C201 CORRIDOR L212 BREEZEWAY L213 PARKING P201 TRASH PICKUP U204 6' - 10 1/2" 1 2' - 0"30' - 0"LOADING ZONEK IR K L A N D A V E N E P 2 P A R K I N G A C C E S S 15" SPACING 9" STAGGERED42" - 46"LOWER RACK77" TOP HOLE OFTOP RACK85" TOP HOLE OFSHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 5:31:26 PM ZONING CODE SUMMARY - PARKING CS013 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0" Parking Summary Code Sheet - Block A USE TYPE PARKING SCHEDULE PARKING TYPE TYPE COUNT COM COMPACT 12 COM REGULAR 22 COM REGULAR ACCESSIBLE 1 COM REGULAR ACCESSIBLE-VAN 1 COM 36 RES COMPACT 151 RES COMPACT ACCESSIBLE 5 RES REGULAR 180 RES REGULAR ACCESSIBLE 11 RES REGULAR ACCESSIBLE-VAN 3 RES 350 RES-EV COMPACT 2 RES-EV COMPACT ACCESSIBLE 1 RES-EV REGULAR 17 RES-EV 20 TOTAL 406 A minimum of 2 per dwelling unit, however, 1 per dwelling unit may be permitted for 1 bedroom or less dwelling units. Tandem parking is allowed. A maximum of 4 vehicles may be parked on a lot, including those vehicles under repair and restoration, unless kept within an enclosed building. Detached dwellings and townhouses: A minimum and maximum of 2.5 per 1,000 square feet of net floor area, except wholesale retail sales, which is allowed a maximum of 5.0 per 1,000 square feet of net floor area if shared and/or structured parking is provided. Retail sales and wholesale retail sales: A minimum and maximum of 10 per 1,000 square feet of dining area. Eating and drinking establishments and taverns: A minimum of 2.0 per 1,000 square feet of net floor area and a maximum of 4.5 parking spaces per 1,000 square feet of net floor area. Offices, general: A minimum and maximum of 1 for each employee and 2 drop-off/pick-up spaces within 100 feet of the main entrance for every 25 clients of the program. Day care centers, adult day care (I and II): A minimum of 1 for each 4 dwelling units is required. A maximum of 1.75 per dwelling unit is allowed. Attached dwelling for low income: 1 per dwelling unit is required. A maximum of 1.75 per dwelling unit is allowed. d. Parking Spaces...Attached dwellings within all other zones: ii. When a development falls under more than one category, the parking standards for the most specific category shall apply, unless specifically stated otherwise. a. Interpretation of Standards – Minimum and Maximum Number of Spaces. i. When a maximum and a minimum range of required parking is listed in this Code, the developer or occupant is required to provide at least the number of spaces listed as the minimum requirement, and may not provide more than the maximum listed in this Code, unless exceptions are permitted as specified in this Section. 10. Number of Parking Spaces Required. The specified land use shall provide parking spaces as shown in the table in subsection F10d of this Section, except as provided in this Section: For one row and two (2) rows of ninety degree (90°) parking using the same aisle in a one way or two (2) way circulation pattern, the minimum width of the aisle shall be twenty four feet (24'). 4-4-080F 9. Aisle Width Standards:b. Ninety Degree (90°) Parking Aisle Width Minimums 3. Joint Use Parking Facilities a. When Permitted: Joint use of parking facilities may be authorized for those uses that have dissimilar peak-hour demands or when it can be demonstrated that the parking facilities to be shared are underutilized. (Amd. Ord. 5330, 12-10-2007) b. Agreement Required: A parking agreement ensuring that joint use parking is available for the duration of the uses shall be approved by the Community and Economic Development Administrator, following review by the City Attorney. Notice of termination of the agreement shall be provided to the Administrator and additional parking must be provided if the agreement is terminated, consistent with subsection F10 of this Section. (Ord. 5676, 12-3-2012; Ord. 5828, 12-12-2016) c. Maximum Distance to Joint Use Parking: i. Within the Center Downtown Zone: No distance requirements apply when both the use and joint use parking are located within the Center Downtown. ii. Within the UC Zone: Joint use parking shall be within seven hundred fifty feet (750') of the building or use if it is intended to serve residential uses, and within fifteen hundred feet (1,500') of the building or use if it is intended to serve nonresidential uses. (Ord. 5729, 10-20-2014) iii. All Other Zones: Joint use parking shall be within seven hundred fifty feet (750') of the building or use it is intended to serve. 4-4-080 PARKING, LOADING, AND DRIVEWAY REGULATIONS Over 1,000 20 spaces plus 1 space for every 100 spaces or fraction thereof over 1,000 501 - 1,000 2% of total spaces 401 - 500 9 301 - 400 8 201 - 300 7 Total Parking Spaces in Lot or Garage Minimum Required Number of Accessible Spaces NUMBER OF ACCESSIBLE PARKING SPACES g. Accessible Parking as Stipulated in the Americans with Disabilities Act (ADA): Accessible parking shall be provided per the requirements of the Washington State Barrier Free Standards as adopted by the City of Renton. f. Guest Parking: Required guest parking stalls shall be located in a common area accessible by guests. The area shall be set aside exclusively for guest parking. In mixed-used developments, the required guest parking shall be calculated using only the residential portion of the development. e. Special Reduced Length for Overhang: The Department of Community and Economic Development may permit the parking stall length to be reduced by two feet (2'), providing there is sufficient area to safely allow the overhang of a vehicle and that the area of vehicle overhang does not intrude into required landscaping areas. 4-4-080F iv. Maximum Number of Compact Spaces in the UC Zones: The maximum number of compact spaces shall not exceed fifty percent (50%). All other uses – not to exceed thirty percent (30%). Structured parking – not to exceed fifty percent (50%). Designated employee parking – not to exceed forty percent (40%). iii. Maximum Number of Compact Spaces Outside of the UC Zones: c. Compact Parking Stall Size and Maximum Number of Compact Spaces: ii. Stall Size – Structured Parking: A parking stall shall be a minimum of seven feet, six inches (7'6") in width. A parking stall shall be a minimum of twelve feet (12') in length, measured along both sides for stalls designed at less than forty five degrees (45°). A stall shall be a minimum of thirteen feet (13') in length, for stalls designed at forty five degrees (45°) or greater. ii. Minimum Width: A parking stall shall be a minimum of eight feet, four inches (8'4") in width. 4-4-080F b. Standard Parking Stall Size – Structured Parking: i. Minimum Length: A parking stall shall be a minimum of fifteen feet (15'). A stall shall be a minimum of sixteen feet (16') for stalls designed at forty five degrees (45°) or greater. Each parallel stall shall be twenty three feet by nine feet (23' x 9') in size. 4-4-080F 2. Maximum Parking Lot and Parking Structure Slopes: Maximum slopes for parking lots shall not exceed eight percent (8%) slope. The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. Mixed Use: Joint parking is required subject to RMC 4-4-080E3. Commercial Uses: Parking may not be located between the building and the public street unless located within a structured parking garage. Automobiles 4-4-120A Required Location Residential Uses: Required parking shall be located underground or under building (on the first floor of the structure), or in an attached or detached structure. Any additional parking may not be located between the building and public street unless located within a structured parking garage. PARKING REQUIREMENTS The Building Department may authorize the use of space designated and primarily used for recreation purposes for a portion of the required parking space provided the space conforms to the following conditions: Such parking areas shall be subject to all locational and developmental provisions of this Section; such portions of the recreation area to be used for parking shall be paved with a durable, dustless surface of a permanent nature; and such parking space may be credited only to space requirements of the principal use which it is intended to serve. K. MODIFICATIONS: 1. Special Provisions for Use of Paved Recreation Space for Parking:  Maximum driveway slope shall not exceed eight percent (8%). The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. To exceed fifteen percent (15%), a variance from the Administrator is required. 6. Driveway Grades – Maximum Based Upon Land Use: b. All Other Uses:  5. Driveway Angle – Minimum:  The angle between any driveway and the street roadway or curb line shall not be less than forty five degrees (45°). There shall be no more than one driveway for each one hundred sixty five feet (165') of street frontage serving any one property or among properties under unified ownership or control; for each one hundred sixty five feet (165') of additional street frontage another driveway may be permitted subject to the other requirements of this Section. 4. Maximum Number of Driveways Based Upon Land Use: b. All Other Uses: The width of any driveway shall not exceed thirty feet (30') exclusive of the radii of the returns or the taper section, the measurement being made parallel to the centerline of the street roadway. 3. Driveway Width Maximums Based Upon Land Use: c. All Other Uses:  iv. There shall be a minimum of eighteen feet (18') between driveway curb returns where there is more than one driveway on property under single ownership or control and used as one premises. iii. Driveways shall not be closer than five feet (5') to any property line (except as allowed under subsection I9 of this Section, Joint Use Driveways). ii. Driveway width (aggregate width if more than one driveway exists) shall not exceed forty percent (40%) of the street frontage. i. The location of ingress and egress driveways shall be subject to approval of the Department of Community and Economic Development under curb cut permit procedures. 2. Driveway Spacing Based Upon Land Use:b. All Other Uses: 4.Wheel Stops Required: Wheel stops shall be required on the periphery of the parking lot so the cars shall not protrude into the public right-of-way of the parking lot, or strike buildings. Wheel stops shall be two feet (2') from the end of the stall for head-in parking. iv. For attached dwellings, spaces within the dwelling units or on balconies do not count toward the bicycle parking requirement. However, designated bicycle parking spaces within individual garages can count toward the minimum requirement. iii. For in-building bike parking and limited access fenced areas, fixed structures for locking individual bikes, such as racks, must be provided within the facility. For fenced areas, the fence shall be either six feet (6') high, or be floor-to-ceiling. ii. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in-building parking, and limited access fenced areas with weather protection. i. Bicycle parking standards i through iv in subsection F11b of this Section shall apply to this subsection; and c. Bicycle Parking Standards:  The location of and access to bicycle parking areas for office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings shall be in accordance with the following standards: One-half (0.5) bicycle parking space per one dwelling unit. Spaces shall meet the requirements of subsection F11c of this Section, Bicycle Parking Standards. restoration, unless kept within an enclosed building. parked on a lot, including those vehicles under repair and Tandem parking is allowed. A maximum of 4 vehicles may be Bicycles 4-4-080F 11. Number of Bicycle Parking Spaces Required: townhouses: may be permitted for 1 bedroom or less dwelling units. 1" = 30'-0"1 BIKE STORAGE ON TYPICAL RESIDENTIAL FLOORS 1/16" = 1'-0"3 DELIVERY/LOADING ZONE LOCATION NO. DATE DESCRIPTION 1/2" = 1'-0"2 WALL-MOUNTED BIKE RACKS AGENDA ITEM #6. c) DN 1. RMC, 4-3-100, E. Requirements, 1. Site Design and Building Location. 2. RMC, 4-3-100, E. Requirements, 3. Pedestrian Environment. Code Reference Notes: RENTON MUNICIPAL CODE - URBAN DESIGN REGULATIONS All of the following are required: • The primary entrance of each building shall be: a. Located on the facade facing a street, shall be prominent, visible from the street, connected by a walkway to the public sidewalk, and include human-scale elements; and b. Made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). • Building entries from a street shall be clearly marked with canopies, architectural elements, ornamental lighting, or landscaping and include weather protection at least four and one-half feet (4-1/2') wide (illustration below). Buildings that are taller than thirty feet (30') in height shall also ensure that the weather protection is proportional to the distance above ground level. • Pedestrian overhead weather protection in the form of awnings, marquees, canopies, or building overhangs shall be provided. These elements shall be a minimum of four and one-half feet (4-1/2') wide along at least seventy five percent (75%) of the length of the building facade facing the street, a maximum height of fifteen feet (15') above the ground elevation, and no lower than eight feet (8') above ground level. • Any facade visible to the public shall be comprised of at least fifty percent (50%) transparent windows and/or doors for at least the portion of the ground floor facade that is between four feet (4') and eight feet (8') above ground (as measured on the true elevation). 4 ' - 6 " 4 ' - 6 " 4 ' - 6 " 4 ' - 6 " 4 ' - 6 "4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"9' - 4"7' - 8"12' - 4"18' - 8"11' - 6"8' - 3"7' - 9"11' - 6"14' - 7"126"230"138"232"105"138"93"92"222"138"222"136"233"246"12' - 3"22' - 9"12' - 0"10' - 0"22' - 0" 38' - 6" P E D E S T R IA N -O R IE N T E D F A C A D E 138' - 9 1/2"PEDESTRIAN-ORIENTED FACADE 257' - 9 1/2"179' - 0"139" ACCESSIBLE RESTROOMS SERVING GROUND-FLOOR COMMERCIAL 180"10' - 11"15' - 0"1 1 ' - 1 " LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" 3 4 5 6 7 8 92 10 111 12 18' - 6"18' - 5"11' - 4"16' - 6"11' - 6"16' - 6"11' - 6"5' - 8"15' - 11"5' - 9"11' - 6"6' - 9"17' - 3"11' - 6"17' - 2"10' - 6"6' - 0"LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" 1716151413 11' - 5"5' - 9"6' - 3"11' - 6"16' - 8"5' - 8"9' - 6 3/8"6' - 0"12' - 8"12' - 4" LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" BLOCK A GRADE PLANE 359' -11 7/8" G H JG.3 2' - 0"20' - 11 1/4"9' - 8 3/4"7' - 0"6' - 0"LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" 7 15' - 11"6' - 0"Facade Protection Length % of Protection Provided Northeast Facade Facade Length % of Protection Required WEATHER PROTECTION AT PEDESTRIAN-ORIENTED FACADES 138' - 9 1/2" 75% 85% East Facade 257' - 9 1/2" TOTAL 396' - 7" 116' - 7" 222' - 6" 339' - 1" METAL/OPAQUE CANOPY Facade Protection Length % of Transparency ProvidedFacade Length % of Transparency Required TRANSPARENCY AT PEDESTRIAN-ORIENTED FACADES Northeast Facade 138' - 9 1/2" 50% 75% East Facade 257' - 9 1/2" TOTAL 396' - 7" 91' - 9 3/8" 206' - 3" 298' - 3/8" GLAZING/STOREFRONT SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 9:08:19 AM ZONING CODE DIAGRAMS - WEATHER PROTECTION & TRANSPARENCY CS014 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 30'-0"1 WEATHER PROTECTION FLOOR PLAN 3/32" = 1'-0"2 PEDESTRIAN ORIENTED FACADE ELEVATION - EAST - NE SUNSET BLVD 3/32" = 1'-0"3 PEDESTRIAN ORIENTED FACADE ELEVATION - NORTHEAST - KIRKLAND AVE NE 3/32" = 1'-0"4 STOREFRONT ELEVATION - SOUTH 3/32" = 1'-0"5 STOREFRONT ELEVATION - SOUTHEAST CORNER NO. DATE DESCRIPTION JEFFERSON LN NE NE 1 2 T H ST NE SUNSET BLVDNE 11TH STKIRKLAND AVE NEAGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:45:36 PM ZONING CODE DIAGRAMS - FACADE MODULATION CS015 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 A Projected cornice as roof extension feature. Urban Design Regulations require at least one roof line element. The proposal has two distinct roof line elements in addition to the typical roof edge condition and fulfills "other articulation beyond what is already required in Urban Design District D Regulations." B Sloped roofs serve as sheds and butterfly roof forms with projected overhangs as roof extension features. C Fan canopy between facades as extended feature elements required by Condition 23. D Curved chamfered building corner as gateway expression at 11th and Sunset Blvd. Not required by Urban Design District D Regulations. Features a curved roof brow as an additional extended roof feature element. Fulfills "other articulation beyond what is already required in Urban Design District D Regulations." CONDITION 23 The Applicant shall provide modulations (both vertical and horizontal) on Mixed Use Buildings A & B beyond what is required by Design District D Regulations. The exterior cladding and articulation on each building shall be a diverse mix of high quality materials commensurate to the overall size and scale of the building. The building shall incorporate upper story setbacks, roof extension features, extended feature elements on the building corners abutting NE 11th St. and NE Sunset Blvd, or other articulation beyond what is already required in the Urban Design District 'D' Regulations. These modulation and articulation features shall be shown on colored elevation sheets and represented on three- dimensional renderings to be submitted with their respective Administrative site plan review applications to be reviewed and approved by the planning Current Planning Project Manager prior to site plan issuance. GATEWAYS Intent: To distinguish gateways as primary entrances to districts or to the City, special design features and architectural elements at gateways should be provided. While gateways should be distinctive within the context of the district, they should also be compatible with the district in form and scale. Required variety of modulations for buildings over 160' per Renton UDR. While no specifics are listed to these, full height and double the width and depth of the minimum would be assumed to meet this requirement No code maximum for building length. Proposal complies with Lot Coverage. Minimum Modulation Dimensions per Renton UDR Block A is 75' height allowed per approved CU-H (5' higher than the proposed building) Only one roof feature is required per Renton Urban Design Regulations Typical 4' depth of modulation at balconies Proposed modulation exceeds what is required in Urban Design District D Regulations The longest proposed facade length is 113' and has more additional deep cuts into the facade than required. The allowable facade length is 160'. Fulfills "other articulation beyond what is already required in Urban Design District D Regulations". A A A A B B C C D The ground floor ceiling height exceeds the minimum 18'. NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 10:55:46 AM BUILDING CODE SUMMARY CS030 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 SECTION 406 - MOTOR-VEHICLE RELATED OCCUPANCIES 406.2.2: Clear Height - The clear height of each floor level in vehicle and pedestrian traffic areas shall be not less than 7 feet. SECTION 420 - GROUPS R-2 420.2 Separation Walls • Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708. 420.3 Horizontal Separation • Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. 420.4 Automatic Sprinkler System • Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Quick-response or residential automatic sprinklers shall be installed in accordance with Section 903.3.2. 420.5 Fire Alarm Systems and Smoke Alarms • Fire alarm systems and smoke alarms shall be provided in Group I-1, R-1 and R-2 occupancies in accordance with Sections 907.2.6, 907.2.8 and 907.2.9, respectively. 420.9 Group R Cooking Facilities • In Group R occupancies, cooking appliances used for domestic cooking operations shall be in accordance with Section 917.2 of the International Mechanical Code. SECTION 429 - ELECTRIC VEHICLE CHARGING INFRASTRUCTURE 429.1 Scope.The provisions of this section shall apply to the construction of new buildings serving Group B, Group R-1 hotel and motel only, and Group R-2 occupancies. 429.2 Required electric vehicle charging infrastructure.Where parking is provided, five percent of parking spaces shall be provided with electric vehicle charging infrastructure in compliance with Sections 427.3, 427.4 and 427.5. When the calculation of percent served results in a fractional parking space, the applicant shall round up to the next whole number. Exception:Group R and Group B occupancies served by less than 20 on-site parking spaces. 429.3 Electrical room(s).Electrical room(s) serving parking areas shall be designed to accommodate the electrical equipment and distribution required to serve a minimum of 20 percent of the total parking spaces with 208/240 V 40-ampelectric vehicle charging infrastructure. 429.4 Electric vehicle charging infrastructure.Electric vehicle charging infrastructure shall be installed meeting one of the following requirements: 1. A minimum number of 208/240 V 40-amp, electric vehicle charging stations required to serve the parking spaces specified in section 427.2. The electric vehicle charging stations shall be located to serve spaces designated for parking and charging electric vehicles, or 2. Additional service capacity, space for future meters, panel capacity or space for additional panels, and raceways for future installation of electric vehicle charging stations. The service capacity and raceway size shall be designed to accommodate the future installation of the number of 208/240 V 40-amp, electric vehicle charging stations specified in section 427.2. The raceway shall terminate at spaces designated for parking and charging electric vehicles in the future. Where designated electric vehicle charging locations serve exterior on-grade parking spaces that are located more than 4 feet from a building, raceways shall be extended below grade to a pull box in the vicinity of the designated future electric vehicle charging locations or stub above grade in the vicinity of the designated future electric vehicle charging locations, protected from vehicles by a curb or other device. Exception:In lieu of surface-mounted raceway between the electrical panel and the designated electric vehicle charging locations, it is permitted to provide permanent markings indicating the pathway for future raceway, and one-inch diameter capped sleeves through each wall and floor assembly that are penetrated along that route. This pathway and the locations of capped sleeves shall also be indicated on the electrical plans. Raceway shall be installed for any portion of the pathway located below slabs, below grade, or within floor, wall or roof assemblies. 429.5 Electric vehicle charging infrastructure for accessible parking spaces.When electric vehicle charging infrastructure is required, one accessible parking space shall be served by electric vehicle charging infrastructure. The electric vehicle charging infrastructure may also serve adjacent parking spaces not designated as accessible parking. SECTION 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS 503.1.4 Occupied roofs. A roof level or portion thereof shall be permitted to be used as an occupied roof provided the occupancy of the roof is an occupancy that is permited by Table 504.4 for the story immediately below the roof. The area of the occupied roofs shall not be included in the building area as regulated by Section 506. Exceptions: 1. The occupancy located on an occupied roof shall not be limited to the occupancies allowed on the story immediately below the roof where the building is equipped throughout with an automatic sprinker system in accordance with Section 903.3.1.1 or Section 907.5 is provided in the area of the occupied roof. Emergency voice/alarm communication system notification in accordance with Section 907.5.2.2 shall also be provided in the area of the occupied roof where such system is required elsewhere in the building. 2. Assembly occupancies shall be permitted on roofs of open parking spaces of Type I or Type II construction, in accordance with the exception to Section 903.2.1.6 SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES 504.3Height in feet. The maximum height, in feet, of a building shall not exceed the limits specified in Table 504.3. Exception:Towers, spires, steeples and other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1510.2.4. Such structures shall not be used for habitation or storage. The structures shall be unlimited in height where of noncombustible materials and shall not extend more than 20 feet (6096 mm) above the allowable building height where of combustible materials (see Chapter 15 for additional requirements) 504.4.1 Stair Enclosure Pressurization Increase • For Group R-1, R-2, and I-1 Condition 2 assisted living facilities licensed under Chapter 388-78A WAC and residential treatment facilities as licensed by Washington State under Chapter 246-337 WAC located in buildings of Type VA construction equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the maximum number of stories permitted in Section 504.4 may be increased by one provided the interior exit stairways and ramps are pressurized in accordance with Sections 909.6.3 and 909.20. Legally required standby power shall be provided in accordance with Sections 909.11 and 2702.2.16 for buildings constructed in compliance with this section and be connected to stairway shaft pressurization equipment, elevators and lifts used for accessible means of egress (if provided), elevator hoistway pressurization equipment (if provided) and other life safety equipment as determined by the authority having jurisdiction. For the purposes of this section, legally required standby power shall comply with 2017 NEC Section 701.12, options (A), (B), (C), (D), (F), or (G) or subsequent revised section number(s). 506.2.3 Single-Occupancy, Multistory Buildings • The allowable area of a single-occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2: Aa = [At + (NS x lf) x Sa • where: 1. Aa = Allowable area (square feet). 2. At = Tabular allowable area factor (NS, S13R, S13D or SM value, as applicable) in accordance with Table 506.2. 3. NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered). 4. If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. 5. Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four. 6. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1. SECTION 705 - EXTERIOR WALLS 705.1 General. • Exterior walls shall comply with this section. 705.2 Projections. Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1405. Exterior egress balconies and exterior exit stairways and ramps shall comply with Sections 1021 and 1027, respectively. Projections shall not extend any closer to the line used to determine the fire separation distance than shown in Table 705.2. Exception:Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section for projections between the buildings. 705.2.3.1 Balconies and similar projections. Balconies and similar projections of combustible construction other than fire-retardant-treated wood shall be fire-resistance rated where required by Table 601 for floor construction or shall be of heavy timber construction in accordance with Section 2304.11. The aggregate length of the projections shall not exceed 50 percent of the building’s perimeter on each floor. Exceptions: 1. On buildings of Types I and II construction, three stories or less above grade plane, fire-retardant- treated wood shall be permitted for balconies, porches, decks and exterior stairways not used as required exits. 2. Untreated wood and plastic composites that comply with ASTM D7032 and Section 2612 are permitted for pickets, rails and similar guard components that are limited to 42 inches (1067 mm) in height. 3. Balconies and similar projections on buildings of Types III, IV and V construction shall be permitted to be of Type V construction and shall not be required to have a fire-resistance rating where sprinkler protection is extended to these areas. 4. Where sprinkler protection is extended to the balcony areas, the aggregate length of the balcony on each floor shall not be limited. 705.8 Openings • Per Table 705.8 (Maximum Area of Exterior Wall Opening based on Fire Separation Distance and Degree of Opening Protection (Distances Indicated below are based on "S" level of protection) (S = Unprotected openings in buildings equiped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1) • Less than 3': Not permitted • Between 3' and 5': 15% • Between 5' and 10': 25% • Between 10' and 15': 45% • Between 15' and 20': 75% • Greater than 20': Unlimited 705.8.1 Allowable Area of Openings • The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8 based on the fire separation distance of each individual story. • Exceptions: • In other than Group H occupancies, unlimited unprotected openings are permitted in the first story above grade plane where the wall faces one of the following: • 1.1. A street and has a fire separation distance of more than 15 feet (4572 mm). • 1.2. An unoccupied space. The unoccupied space shall be on the same lot or dedicated for public use, shall be not less than 30 feet (9144 mm) in width and shall have access from a street by a posted fire lane in accordance with the International Fire Code. 705.8.2 Protected Openings • Where openings are required to be protected, opening protectives shall comply with Section 716. SECTION 706 - FIRE WALLS 706.1 General • Fire walls shall be constructed in accordance with Sections 706.2 through 706.11. The extent and location of such fire walls shall provide a complete separation. Where a fire wall separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply. • 706.2 Structural stability. • Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions.Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section. • Exception:In Seismic Design Categories D through F, where double fire walls are used in accordance with NFPA 221, floor and roof sheathing not exceeding 3/4 inch (19.05 mm) thickness shall be permitted to be continuous through the wall assemblies of light frame construction. 706.4 Fire-Resistance Rating • Fire walls shall have a fire-resistance rating of not less than that required by Table 706.4. • Per Table 706.4 Fire Wall-Resistance Ratings, Group A, B, E, R-2, U are required to have a Fire resistance rating of 3 hours (Note a. In Type II or V construction, walls wshall be permitted to have a 2- hour fire resistance rating) • 706.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exterior walls. Exceptions: 1. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided that the exterior wall has a fire-resistance rating of not less than 1 hour for a horizontal distance of not less than 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. SECTION 707 - FIRE BARRIERS 707.4 Exterior walls.Where exterior walls serve as a part of a required fire-resistance-rated shaft or separation or enclosure for a stairway, ramp or exit passageway, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure or separation requirements shall not apply. Exception:Exterior walls required to be fire-resistance-rated in accordance with Section 1021 for exterior egress balconies, Section 1023.7 for interior exit stairways and ramps, Section 1024.8 for exit passageways and Section 1027.6 for exterior exit stairways and ramp. 707.5 Continuity.Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto. Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and 707.9. Exceptions: 1. Shaft enclosures shall be permitted to terminate at a top enclosure complying with Section 713.12. 2. Interior exit stairway and ramp enclosures required by Section 1023 and exit access stairway and ramp enclosures required by Section 1019 shall be permitted to terminate at a top enclosure complying with Section 713.12. 3. An exit passageway enclosure required by Section 1024.3 that does not extend to the underside of the roof sheathing, slab or deck above shall be enclosed at the top with construction of the same fire resistance rating as required for the exit passageway. SECTION 308 - INSTITUTIONAL GROUP I - (Future Daycare under separate permit.) 308.5 Institutional Group I-4, day care facilities. Institutional Group I-4 occupancy shall include buildings and structures occupied by more than five persons of any age who receive custodial care for fewer than 24 hours per day by persons other than parents or guardians, relatives by blood, marriage or adoption, and in a place other than the home of the person cared for. This group shall include, but not be limited to, the following: Adult day care Child day care 308.5.1 Classification as Group E. A child day care facility that provides care for more than five but not more than 100 children 21/2 years or less of age, where the rooms in which the children are cared for are located on a level of exit discharge serving such rooms and each of these child care rooms has an exit door directly to the exterior, shall be classified as Group E. SECTION 710 SMOKE PARTITIONS 710.1 General. Smoke partitions installed as required elsewhere in the code shall comply with this section. 710.2 Materials. The walls shall be of materials permitted by the building type of construction. 710.3 Fire-resistance rating. Unless required elsewhere in the code, smoke partitions are not required to have a fire-resistance rating. 710.4 Continuity. Smoke partitions shall extend from the top of the foundation or floor below to the underside of the floor or roof sheathing, deck or slab above or to the underside of the ceiling above where the ceiling membrane is constructed to limit the transfer of smoke. 710.5 Openings. Openings in smoke partitions shall comply with Sections 710.5.1 and 710.5.2. 710.5.1 Windows. Windows in smoke partitions shall be sealed to resist the free passage of smoke or be automatic-closing upon detection of smoke. 710.5.2 Doors. Doors in smoke partitions shall comply with Sections 710.5.2.1 through 710.5.2.3. 710.5.2.1 Louvers. Doors in smoke partitions shall not include louvers. 710.5.2.2 Smoke and draft control doors. Where required elsewhere in the code, doors in smoke partitions shall meet the requirements for a smoke and draft control door assembly tested in accordance with UL 1784. The air leakage rate of the door assembly shall not exceed 3.0 cubic feet per minute per square foot [0.015424 m3/(s • m 2)] of door opening at 0.10 inch (24.9 Pa) of water for both the ambient temperature test and the elevated temperature exposure test. Installation of smoke doors shall be in accordance with NFPA 105. 710.5.2.2.1 Smoke and draft control door labeling. Smoke and draft control doors complying only with UL 1784 shall be permitted to show the letter “S” on the manufacturer’s labeling. 710.5.2.3 Self- or automatic-closing doors. Where required elsewhere in the code, doors in smoke partitions shall be self- or automatic-closing by smoke detection in accordance with Section 716.2.6.6. 710.6 Penetrations. The space around penetrating items shall be filled with an approved material to limit the free passage of smoke. 710.7 Joints. Joints shall be filled with an approved material to limit the free passage of smoke. SECTION 603 - COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3: 1. Fire-retardant-treated wood shall be permitted in: 1. Nonbearing partitions where the required fire-resistance rating is 2 hours or less. 2. Nonbearing exterior walls where fire-resistance-rated construction is not required. 3. Roof construction, including girders, trusses, framing and decking. Exception:In buildings of Type IA construction exceeding two stories above grade plane,fire- retardant-treated wood is not permitted in roof construction where the vertical distance from the upper floor to the roof is less than 20 feet (6096 mm). 4.1 Balconies, porches, decks and exterior stairways not used as required exits on buildings three stories or less above grade plane. CODES AND REGULATIONS See Cover Sheet AG000 for Reference List of Applicable Codes TYPE OF CONSTRUCTION PER (Chapter 6) Construction Type: Type IA for (3) Levels: A-P1 (Basement Level), A-1 and A-2 Type VA for (5) Levels: A-3, A-4, A-5, A-6 and A-7 above Type I-A PROPOSED BUILDING AREAS AND HEIGHTS: • 7 stories above grade per IBC: (2) Type IA and (5) Type VA • Allowable Building Height: 70 ft • Allowable Number of Stories: 5 Stories Type VA above 3hr horizontal building separation (per 510.2) Building height per Section 504.3 Height in Feet • Per Table 504.3 Allowable Building Height above Grade Plane • Type 1-A Construction: Unlimited • Type V-A Construction: R-2 (S): Allowable Building Height: 70 ft • S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 • Table 504.3 Note h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. Building Number of Stories per Section 504.4 Number of Stories • Per Table 504.4 • Type 1-A Construction: Unlimited (A-3, B, E, R-2, S, U) • Type V-A Construction: R-2 (S): Allowable Number of Stories: 4 (5 Stories with Section 504.4.1) • S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 • Table 504.3 Note h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. • Per Section 504.4.1 Stair Pressurization Increase the maximum number of stories may be increased by one provided the interior exit stairways and ramps are pressurized in accordance with Sections 909.6.3 and 909.20. Legally required standby power shall be provided in accordance with Sections 909.11 and 2702.2.16 for buildings constructed in compliance with this section. SECTION 506 - BUILDING AREA 506.2 Allowable Area Determination Per Table 506.2 Type 1-A Construction: Basic Allowable area: Unlimited (A,B,E,M,S,U, R) Type V-A Construction: R-2 (SM) Basic Allowable Area: 36,000 SF • Table 506.2 SM = Building two or more stories above grade plane equiped thoughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 Table 506.2 Note h. New Group R occupancie Building Height = 421.93' - 360,01' = 61.92' (below the 70' per Section 504.3. See Diagram Sheet AS031)) FIRE AREAS -(See Detail 1/CS031 for Allowable Floor Area Calculations per section 506.2.3) (See Details 4,5,6,7,8/CS031 for Fire Area Diagrams) Podium* North Tower* South Tower FA-1* South Tower FA-2* GROSS AREAS*: Type IA: Level A-P1 31,352 Level A-1 84,268 **,*** Level A-2 83,119 **,*** Type VA: Level A-3 30,609 10,373 13,564 Level A-4 30,609 17,393 19,280 Level A-5 30,609 17,393 19,280 Level A-6 30,609 17,393 19,280 Level A-7 30,609 17,393 19,280 Total 198,739 153,045 79,945 90,684 * Includes balconies and courts covered by roof or floor above. Excludes uncovered balconies, uncovered courts and vent shafts. *** Fire Area OCCUPANCY CLASSIFICATIONS PER (Chapter 3) • Apartments - Group R-2 • Amenity Spaces - A-3, areas more than 750 SF and occupant load of 50 or greater. • Amenity Spaces - Group R-2 per 303.1.2 - Under 50 occupants and less than 750sf area • Outdoor Courtyard and Amenity Spaces greater than 50 occupants - Group A-3 • Outdoor Courtyard and Amenity Spaces less than 50 occupants and less than 750sf area - Group B • Exercise Room - Group A-3 • Business - Group B • Restaurants - Group A-2 • Retail Stores - Group M • Storage - Group S-1 (medium hazzard and over 100sf area) • Storage - Group S-2 Accessory (per 311.1) • Parking - Group S-2 (open and enclosed parking structure) SECTION 508 - MIXED USE AND OCCUPANCY • 508.2.4 Separation of Occupancies • No separation is required between accessory occupancies and the main occupancy. • Exceptions: • Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420. SECTION 510 SPECIAL PROVISIONS • 510.2 Horizontal Building Separation Allowance • A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met: • 1. The buildings are separated with a horizontal assembly having a fire-resistance rating of not less than 3 hours where vertical offsets are provided as part of a horizontal assembly, the vertical offset and the structure supporting the vertical offset shall have a fire-resistance rating of not less than 3 hours. • 2. The building below the horizontal assembly is of Type IA construction. • 3. Shaft, stairway, ramp and escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accordance with Section 716. • Exception:Where the enclosure walls below the horizontal assembly have not less than a 3- hour fire-resistance rating with opening protectives in accordance with Section 716, the enclosure walls extending above the horizontal assembly shall be permitted to have a 1-hour fire-resistance rating, provided: • 1. The building above the horizontal assembly is not required to be of Type I construction; • 2. The enclosure connects fewer than four stories; and • 3. The enclosure opening protectives above the horizontal assembly have a fire protection rating of not less than 1 hour. • 4. Interior exit stairways located within the Type IA building are permitted to be of combustible materials where both of the following requirements are met: • 4.1. The building above the Type IA building is of Type III, IV, or V construction. • 4.2. The stairway located in the Type IA building is enclosed by 3-hour fire-resistance- rated construction with opening protectives in accordance with Section 716 • 4. The building or buildings above the horizontal assembly shall be permitted to have multiple Group A occupancy uses, each with an occupant load of less than 300, or Group B, Group I-1, Condition 2 licensed care facilities, M, R, or S occupancies. • 5. The building below the horizontal assembly shall be protected throughout by an approved automatic sprinkler system in accordance with Section 903.3.1.1, and shall be permitted to be any occupancy allowed by this code except Group H. • 6. The maximum building height in feet (mm) shall not exceed the limits set forth in Section 504.3 for the building having the smaller allowable height as measured from the grade plane. Group I-1, Condition 2 licensed care facilities shall be permitted to use the values for maximum height in feet for Group R-2 occupancies. 706.8 Openings. Each opening through a fire wall shall be protected in accordance with Section 716 and shall not exceed 156 square feet (15 m2). The aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall. Exceptions: 1. Openings are not permitted in party walls constructed in accordance with Section 706.1.1. 2. Openings shall not be limited to 156 square feet (15 m2) where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 706.9 Penetrations. Penetrations of fire walls shall comply with Section 714. 706.10 Joints. Joints made in or between fire walls shall comply with Section 715. 706.11 Ducts and air transfer openings. Ducts and air transfer openings shall not penetrate fire walls. Exception:Penetrations by ducts and air transfer openings of fire walls that are not on a lot line shall be allowed provided that the penetrations comply with Section 717. The size and aggregate width of all openings shall not exceed the limitations of Section 706.8. SECTION 708 - FIRE PARTITIONS 708.1 General • The following wall assemblies shall comply with this section. • 1. Separation walls as required by Section 420.2 for Group I-1 and Group R occupancies • 3. Corridor walls as required by Section 1020.1. • 4. Enclosed elevator lobby separation as required by Section 3006.2. 708.3 Fire-Resistance Rating • Fire partitions shall have a fire-resistance rating of not less than 1 hour. 708.4 Continuity • Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below and be securely attached to one of the following: • 1. The underside of the floor or roof sheathing, deck or slab above. • 2. The underside of a floor/ceiling or roof/ceiling assembly having a fire-resistance rating that is not less than the fire-resistance rating of the fire partition. 708.4.1 Supporting Construction • The supporting construction for a fire partition shall have a fire-resistance rating that is equal to or greater than the required fire-resistance rating of the supported fire partition. 708.5 Exterior Walls • Where exterior walls serve as a part of a required fire-resistance-rated separation, such walls shall comply with the requirements of Section 705 for exterior walls, and the fire-resistance-rated separation requirements shall not apply. SECTION 713 - SHAFT ENCLOSURES 713.1 General • The provisions of this section shall apply to shafts required to protect openings and penetrations through floor/ceiling and roof/ceiling assemblies. Interior exit stairways and ramps shall be enclosed in accordance with Section 1023. 713.2 Construction • Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 711, or both. 713.4 Fire-Resistance Rating • Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1. 713.5 Continuity • Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, and shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.2.2 for horizontal assemblies, as applicable. 713.7 Openings • Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section 716.2.6.6. 706.5.2 Horizontal projecting elements. Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal projecting elements without concealed spaces, provided that the exterior wall behind and below the projecting element has not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided that a minimum 1-hour fire-resistance-rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1-hour fire-resistance- rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire-resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wallbehind and below the projecting element shall be of not less than 1-hour fire- resistance-rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 706.6 Vertical Continuity • Fire walls shall extend from the foundation to a termination point not less than 30 inches (762 mm) above both adjacent roofs. • Exceptions: • 1. Stepped buildings in accordance with Section 706.6.1. • 2. Two-hour fire-resistance-rated walls shall be permitted to terminate at the underside of the roof sheathing, deck or slab, provided that: • 2.1. The lower roof assembly within 4 feet (1220 mm) of the wall has not less than a 1- hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour. • 2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. • 2.3. Each building shall be provided with not less than a Class B roof covering. SECTION 706 - FIRE WALLS (Continued) 706.5.1 Exterior walls. Where the fire wall intersects exterior walls, the fire-resistance rating and opening protection of the exterior walls shall comply with one of the following: 1. The exterior walls on both sides of the fire wall shall have a 1-hour fire-resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire-resistance rating of the exterior wall shall extend not less than 4 feet (1220 mm) on each side of the intersection of the fire wall to exterior wall.Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) do not need exterior wall protection. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) SECTION 716 - OPENING PROTECTIVES 716.2.6.1Door closing. Fire doors shall be latching and self- or automatic-closing in accordance with this section. Exceptions: 1. 1.Fire doors located in common walls separating sleeping units in Group R-1 shall be permitted without automatic- or self-closing devices. 2. 2.The elevator car doors and the associated hoistway enclosure doors at the floor level designated for recall in accordance with Section 3003.2 shall be permitted to remain open during Phase I emergency recall operation. SECTION 717 - DUCTS AND AIR TRANSFER OPENINGS 717.5.4.1Corridors. Duct and air transfer openings that penetrate corridors shall be protected with dampers as follows: 1. 1.A corridor damper shall be provided where corridor ceilings, constructed as required for the corridor walls as permitted in Section 708.4, Exception 3, are penetrated. 2. 2.A ceiling radiation damper shall be provided where the ceiling membrane of a fire-resistance-rated floor- ceiling or roof-ceiling assembly, constructed as permitted in Section 708.4, Exception 2, is penetrated. 3. 3.A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates a corridor enclosure required to have smoke and draft control doors in accordance with Section 716.2.2.1. Exceptions: 1. 1.Smoke dampers are not required where the building is equipped throughout with an approved smoke control system in accordance with Section 909, and smoke dampers are not necessary for the operation and control of the system. 2. 2.Smoke dampers are not required in corridor penetrations where the duct is constructed of steel not less than 0.019 inch (0.48 mm) in thickness and there are no openings serving the corridor. NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3543 5 6 3 5 4354354 3 5 6 356 356 356354354352 356356 3 5 6 3 5 8 3 5 8 3 6 2 364366366 362 364 356 358 3 6 2 3643563583643583 5 6 356356 364366356356366 3663663543 5 6 3543503 6 0 360 360 3 6 0 DN UP PLAY AREA UP DN UP 2' - 0"12' - 0" K 270.81'J138.80'I 3 7 . 9 2 'G1 5 7 . 0 8 ' F194.44'E 114.01'D32.83'C 42.50'B28.83'A 68.50'L192.00'366' - 0" H129.97'354' - 0" 355' - 0" 355' - 0" 355' - 0" 355' - 0" 355' - 0" 356' - 0" 357' - 0" 366' - 0" 366' - 0" 366' - 0" LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" TOP PL A 421' -11 1/8" D E F G HCBAF.3 J TYPE VATYPE 1ATYPE VATYPE 1A27' - 6" LEVEL A-P1 346' -6" G.3 LEVEL A-PIT 341' -6" 3HR HORIZONTAL BUILDING SEPARATION PER 510.2 2 HR FIRE WALL SOUTH TOWER FIRE AREA FA-1 SOUTH TOWER FIRE AREA FA-2 NORTH TOWER FIRE AREAS: LEVEL 4 NORTH TOWER: 30,609 SF SOUTH TOWER FA-1: 17,393 SF SOUTH TOWER FA-2: 19,280 SF OPEN TO BELOW 2 HR FIRE WALL SOUTH TOWER FIRE AREA FA-1 SOUTH TOWER FIRE AREA FA-2 NORTH TOWER FIRE AREAS: LEVEL 3 NORTH TOWER: 30,609 SF SOUTH TOWER FA-1: 10,373 SF SOUTH TOWER FA-2: 13,564 SF FIRE AREAS: LEVEL 1 TYPE 1A: UNLIMITED AREA: 84,268 SF OPEN TO BELOW FIRE AREAS: LEVEL 2 TYPE 1A: UNLIMITED AREA: 83,119 SF FIRE AREAS: BASEMENT LEVEL PI TYPE 1A: UNLIMITED AREA: 31,352 SF 5.50'5 . 5 0 ' 0 . 5 0 ' 113.65' 1 5 0 . 5 8 '80.50'90.00'116.00'152.36'5.68'8 9 . 0 0 ' 31.00' 5.50'35.00'195.13'NORTH TOWER If = [F/P - 0.25] W/30 If = [539.86/992.9 - 0.25] x 30/30 = 0.292 W = (Ln x w1 + L2 x w2, ...)/F = 30 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa 36,000 + (12,000 x .294) x 4 = 158,099 SF FLOOR AREA = 30,609 SF 5 FLOORS = TOTAL NORTH = 153,045 SF 153,046 < 158,099 129.33'8 0 . 4 6 ' 113.71'138.39'156.72'193.19'80.10'122.08'81.83'77.05'SOUTH TOWER (FIRE AREA: FA-1) If = [F/P - 0.25] W/30 If = [252.09/633.74 - 0.25] x 30/30 = 0.148 W = (Ln x w1 + L2 x w2, ...)/F = 30 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa 36,000 + (12,000 x .148) x 4 = 151,094 SF FLOOR AREA = 17,393 SF 5 FLOORS = TOTAL SOUTH FA-1 = 86,965 SF 86,965 < 151,094 SOUTH TOWER (FIRE AREA: FA-2) If = [F/P - 0.25] W/30 If = [430.01/710.97 - 0.25] x 30/30 = 0.355 W = (Ln x w1 + L2 x w2, ...)/F = 30 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa 36,000 + (12,000 x .355) x 4 = 161,031 SF FLOOR AREA = 19,280 SF 5 FLOORS = TOTAL SOUTH FA-1 = 96,400 SF 96,400 < 161,031 2HR RATED FIREWALL SOUTH TOWER FIRE AREA FA-1SOUTH TOWER FIRE AREA FA-2 NORTH TOWER SOUTH TOWER SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 9:12:52 AM BUILDING CODE SUMMARY CS031 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 40'-0"3 GRADE PLANE CALCULATION Grade Plane 359.99 Total Perimeter 1,408 506,756.2 L 366.0 354.0 192.00 69,120.0 K 366.0 366.0 270.81 99,116.5 J 366.0 366.0 138.80 50,800.8 I 366.0 366.0 37.92 13,878.7 H 357.0 366.0 129.97 46,984.2 G 356.0 357.0 157.08 55,999.0 F 355.0 356.0 194.44 69,123.4 E 355.0 355.0 114.01 40,473.6 D 355.0 355.0 32.83 11,654.7 C 355.0 355.0 42.50... 15,087.5 B 355.0 355.0 28.83 10,234.7 A 354.0 355.0 68.5 24,283.3 Elevation... Elevatio... Length... (A+B)/2 x L GRADE PLANE CALCULATION 1" = 20'-0"2 W-BS-EW-STRUCT SECTION 1020 - CORRIDORS 1020.1 Construction. Corridors shall be fire-resistance rated in accordance with Table 1020.1. The corridor walls required to be fire- resistance rated shall comply with Section 708 for fire partitions. 1020.1.1 Hoistway opening protection. Elevator hoistway openings shall be protected in accordance with Section 3006.2.1. SECTION C402 BUILDING ENVELOPE REQUIREMENTS C402.5.7 Vestibules.All building entrances shall be protected with an enclosed vestibule, with all doors opening into and out of the vestibule equipped with self-closing devices. Vestibules shall be designed so that in passing through the vestibule it is not necessary for the interior and exterior doors to open at the same time. The installation of one or more revolving doors in the building entrance shall not eliminate the requirement that a vestibule be provided on any doors adjacent to revolving doors. For the purposes of this section, “building entrances” shall include exit-only doors in buildings where separate doors for entering and exiting are provided. Interior and exterior doors shall have a minimum distance between them of not less than 7 feet. The exterior envelope of conditioned vestibules shall comply with the requirements for a conditioned space. Either the interior or exterior envelope of unconditioned vestibules shall comply with the requirements for a conditioned space. The building lobby is not considered a vestibule. Exception:Vestibules are not required for the following: 4. Doors between an enclosed space smaller than 3,000 square feet (298 m2) in area and the exterior of the building or the building entrance lobby, where those doors do not comprise one of the primary building entrance paths to the remainder of the building. The space must be enclosed and separated without transfer air paths from the primary building entrance paths. If there are doors between the space and the primary entrance path then the doors shall be equipped with self-closing devices so the space acts as a vestibule for the primary building entrance. SECTION 1009 - ACCESSIBLE MEANS OF EGRESS 1009.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall comply with Sections 1009.3.1 through 1009.3.3. 1009.3.1 Exit access stairways. Exit access stairways that connect levels in the same story are not permitted as part of an accessible means of egress. Exception:Exit access stairways providing means of egress from mezzanines are permitted as part of an accessible means of egress. 1009.3.2 Stairway width. Stairways shall have a clear width of 48 inches (1219 mm) minimum between handrails. Exceptions: 1. The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 2. The clear width of 48 inches (1219 mm) between handrails is not required for stairways accessed from a refuge area in conjunction with a horizontal exit. 1009.3.3 Area of refuge. Stairways shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from an area of refuge complying with Section 1009.6. Exceptions: 1. Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 1009.4 Elevators. In order to be considered part of an accessible means of egress, an elevator shall comply with Sections 1009.4.1 and 1009.4.2. 1009.4.1 Standby power. The elevator shall meet the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1/CSA B44. Standby power shall be provided in accordance with Chapter 27 and Section 3003. 1009.4.2 Area of refuge. The elevator shall be accessed from an area of refuge complying with Section 1009.6. Exceptions: 1. Areas of refuge are not required in buildings and facilities equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. SECTION 1006 - NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.2 Egress from spaces. 1006.2.1 Egress based on occupant load and common path of egress travel distance. SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION 3006.2.1 Rated Corridors. Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway opening protection.Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3, and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. SECTION1510 - ROOFTOP STRUCTURES [BG] 1510.2.1 Height above roof deck. Penthouses constructed on buildings of other than Type I construction shall not exceed 18 feet (5486 mm) in height above the roof deck as measured to the average height of the roof of the penthouse. Penthouses located on the roof of buildings of Type I construction shall not be limited in height. Exception:Where used to enclose tanks or elevators that travel to the roof level, penthouses shall be permitted to have a maximum height of 28 feet (8534 mm) above the roof deck. SECTION 1004 - OCCUPANT LOAD 1004.5 Areas Without Fixed Seating • The number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.5. For areas without fixed seating, the occupant load shall be not less than that number determined by dividing the floor area under consideration by the occupant load factor assigned to the function of the space as set forth in Table 1004.5. Where an intended function is not listed in Table 1004.5, the building official shall establish a function based on a listed function that most nearly resembles the intended function. • Exception: Where approved by the building official, the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load. 1004.6 Fixed Seating • For areas having fixed seats and aisles, the occupant load shall be determined by the number of fixed seats installed therein. The occupant load for areas in which fixed seating is not installed, such as waiting spaces, shall be determined in accordance with Section 1004.5 and added to the number of fixed seats. • For areas having fixed seating without dividing arms, the occupant load shall be not less than the number of seats based on one person for each 18 inches (457 mm) of seating length. 1004.7 Outdoor Areas • Yards, patios, occupied roofs, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with means of egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. • Exceptions: • 1. Outdoor areas used exclusively for service of the building need only have one means of egress. • 2. Both outdoor areas associated with Group R-3 and individual dwelling units of Group R-2. 1" = 80'-0"8 A-FP A-04 CODE FIRE AREA - LEVELS 4-7 1" = 80'-0"7 A-FP A-03 CODE FIRE AREA- LEVEL 3 1" = 80'-0"5 A-FP A-01 CODE FIRE AREA - LEVEL 1 1" = 80'-0"6 A-FP A-02 CODE FIRE AREA - LEVEL 2 1" = 80'-0"4 A-FP A-P1 CODE FIRE AREA - Level P-1 1023.2 Construction • Enclosures for interior exit stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Interior exit stairway and ramp enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories. The number of stories connected by the interior exit stairways or ramps shall include any basements, but not any mezzanines. Interior exit stairways and ramps shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. • Exceptions: • 3. Interior exit stairway in accordance with Section 510.2 1028.1 General • Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not reenter a building. The combined use of Exceptions 1 and 2 shall not exceed 50 percent of the number and minimum width or required capacity of the required exits. • Exceptions: • 1. Not more than 50 percent of the number and minimum width or required capacity of interior exit stairways and ramps is permitted to egress through areas on the level of discharge provided that all of the following conditions are met: 1. 1.1. Discharge of interior exit stairways and ramps shall be provided with a free and unobstructed path of travel to an exterior exit door and such exit is readily visible and identifiable from the point of termination of the enclosure. 2. 1.2. The entire area of the level of exit discharge is separated from areas below by construction conforming to the fire-resistance rating for the enclosure. 3. 1.3. The egress path from the interior exit stairway and ramp on the level of exit discharge is protected throughout by an approved automatic sprinkler system. Portions of the level of exit discharge with access to the egress path shall be either equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, or separated from the egress path in accordance with the requirements for the enclosure of interior exit stairways or ramps. 4. 1.4. Where a required interior exit stairway or ramp and an exit access stairway or ramp serve the same floor level and terminate at the same level of exit discharge, the termination of the exit access stairway or ramp and the exit discharge door of the interior exit stairway or ramp shall be separated by a distance of not less than 30 feet (9144 mm) or not less than one-fourth the length of the maximum overall diagonal dimension of the building, whichever is less. The distance shall be measured in a straight line between the exit discharge door from the interior exit stairway or ramp and the last tread of the exit access stairway or termination of slope of the exit access ramp. 1" = 40'-0"1 ALLOWABLE FLOOR AREA PER SECTION 506.2.3 (TYPICAL LEVEL 4-7) ALLOWABLE BUILDING HEIGHT = 70' PER SECTION 504.3 GRADE PLANE ELEVATION PER GRADE PLANE CALCULATION ALLOWABLE BUILDING ELEVATION FROM GRADE PLANE = 429.99 (359.99' + 70' = 429.99') SECTION 909 SMOKE CONTROL SYSTEMS • 909.6.3 Pressurized Stairways and Elevator Hoistways • Where stairways or elevator hoistways are pressurized, such pressurization systems shall comply with Section 909 as smoke control systems, in addition to the requirements of Sections 909.20 of this code and 909.21 of the International Fire Code. • 909.20 Smokeproof Enclosures • Where required by Section 1023.11, a smokeproof enclosure shall be constructed in accordance with this section. A smokeproof enclosure shall consist of an interior exit stairway or ramp that is enclosed in accordance with the applicable provisions of Section 1023 and an open exterior balcony or ventilated vestibule meeting the requirements of this section. Where access to the roof is required by the International Fire Code, such access shall be from the smokeproof enclosure where a smokeproof enclosure is required. SECTION 1005 -MEANS OF EGRESS SIZING 1005.6 Egress Convergence • Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. NO. DATE DESCRIPTION AGENDA ITEM #6. c) UP UP 80 SF ELEV. R-2 28,855 SF PARKING S-2 200 SF / 145 OCC 76 SF ELEV. A3 R-2 182 SF STAIR ST-01S R-2 200 SF STAIR ST-01N R-2 80 SF ELEV. A1 R-2 77 SF LOBBY R-2 76 SF ELEV. A2 R-2 526 SF STORAGE S-1 808 SF STORAGE S-1 84 SF ELEVATOR LOBBY R-2 OCCUPANCY LEGEND A-3 BUSINESS R-2 S-2 59,687 SF PARKING S-2 200 SF / 299 OCC 5,749 SF RESIDENTIAL R-2 646 SF RESIDENTIAL R-2 204 SF STAIR ST-01N R-2 210 SF STAIR ST-02S R-2 202 SF STAIR ST-02N R-2 142 SF LEASING OFFICE BUSINESS 2,172 SF LOBBY/CIRCULATION BUSINESS 124 SF MANAGERS ASSISTANT BUSINESS 84 SF ELEV. R-2 196 SF STAIR ST-01S R-2 134 SF UTILITY S-2 76 SF ELEV. R-2 84 SF ELEVATOR LOBBY A-3 78 SF ELEV. R-2 354 SF RESIDENTIAL R-2 225 SF CONFERENCE ROOM BUSINESS 92 SF MAIL/STORAGE BUSINESS 56 SF NETWORK BUSINESS 228 SF WORK ROOM BUSINESS 117 SF MAINTENANCE OFFICE BUSINESS 150 SF / 1 OCC 184 SF LEASING OFFICE BUSINESS 617 SF MAIL ROOM BUSINESS 146 SF VESTIBULE A-3 145 SF MANAGERS OFFICE BUSINESS 92 SF ELEV R-2 60 SF RESTROOM BUSINESS 60 SF RESTROOM BUSINESS 1,539 SF BASKETBALL/EXERCISE RM A-3 50 SF / 31 OCC 1,260 SF MAINTENANCE/STORAGE S-2 269 SF WATER HEATER BOILER ROOM S-2 141 SF MPOE ROOM S-2 260 SF UTILITY S-2 GARAGE EX. M102S 3,598 SF RESIDENTIAL R-2 350 SF SWITCHGEAR S-2 486 SF RESIDENTIAL R-2 909 SF RESIDENTIAL CORRIDOR R-2 2,427 SF RESIDENTIAL CORRIDOR R-2 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:38 PM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS032 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-P1 CODE OCC BLDG A Area Schedule (Occupancy) - A-P1 Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD ELEV. R-2 200 80 1 ELEV. A1 R-2 200 80 1 ELEV. A2 R-2 200 76 1 ELEV. A3 R-2 200 76 1 ELEVATOR LOBBY R-2 200 84 1 LOBBY R-2 200 77 1 STAIR ST-01N R-2 200 200 1 STAIR ST-01S R-2 200 182 1 STORAGE S-1 300 526 2 STORAGE S-1 300 808 3 PARKING S-2 200 28,855 145 LEVEL A-P1 31,042 158 1" = 20'-0"2 A-FP A-01 CODE OCC BLDG A Area Schedule (Occupancy) - A-1 Comments Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD SOUTH TOWER ELEV R-2 200 92 1 SOUTH TOWER ELEV. R-2 200 84 1 SOUTH TOWER STAIR ST-01S R-2 200 196 1 SOUTH TOWER STAIR ST-02S R-2 200 210 2 SOUTH TOWER: 4 582 5 PARKING MAINTENANCE/STORAGE S-2 300 1,260 5 PARKING MPOE ROOM S-2 300 141 1 PARKING PARKING S-2 200 59,687 299 PARKING UTILITY S-2 300 260 1 PARKING WATER HEATER BOILER ROOM S-2 300 269 1 PARKING: 5 61,617 307 NORTH TOWER ELEVATOR LOBBY A-3 15 84 6 NORTH TOWER ELEV. R-2 200 76 1 NORTH TOWER ELEV. R-2 200 78 1 NORTH TOWER STAIR ST-01N R-2 200 204 2 NORTH TOWER STAIR ST-02N R-2 200 202 2 NORTH TOWER UTILITY S-2 300 134 1 NORTH TOWER: 6 778 13 EXTERIOR EXIT RESIDENTIAL R-2 200 5,749 29 EXTERIOR EXIT RESIDENTIAL R-2 200 646 4 EXTERIOR EXIT RESIDENTIAL R-2 200 354 2 EXTERIOR EXIT RESIDENTIAL R-2 200 3,598 18 EXTERIOR EXIT RESIDENTIAL R-2 200 486 3 EXTERIOR EXIT SWITCHGEAR S-2 300 350 2 EXTERIOR EXIT: 6 11,183 58 AMENITY VESTIBULE A-3 15 146 10 AMENITY BASKETBALL/EXERCISE RM BUSINESS 50 1,539 31 AMENITY CONFERENCE ROOM BUSINESS 15 225 16 AMENITY LEASING OFFICE BUSINESS 150 142 1 AMENITY LEASING OFFICE BUSINESS 150 184 2 AMENITY LOBBY/CIRCULATION BUSINESS 150 1,670 12 AMENITY MAIL ROOM BUSINESS 150 617 5 AMENITY MAIL/STORAGE BUSINESS 150 92 1 AMENITY MAINTENANCE OFFICE BUSINESS 150 117 1 AMENITY MANAGERS ASSISTANT BUSINESS 150 124 1 AMENITY MANAGERS OFFICE BUSINESS 150 145 1 AMENITY NETWORK BUSINESS 150 56 1 AMENITY RESTROOM BUSINESS 150 60 1 AMENITY RESTROOM BUSINESS 150 60 1 AMENITY WORK ROOM BUSINESS 150 228 2 AMENITY: 15 5,406 86 RESIDENTIAL CORRIDOR R-2 200 909 5 RESIDENTIAL CORRIDOR R-2 200 2,427 13 : 2 3,337 18 LEVEL A-1 82,902 487 NO. DATE DESCRIPTION AREA SCHEDULE NOTES: • LEVEL A-1 TOWNHOUSE RESIDENTIAL UNITS EXIT DIRECTLY TO EXTERIOR AT GRADE AGENDA ITEM #6. c) PLAY AREA DN DN DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 5,095 SF RESIDENTIAL R-2 OCCUPANCY LEGEND A-3 R-2 S-1 S-2 8,782 SF RESIDENTIAL R-2 17,387 SF RESIDENTIAL R-2 8,294 SF RESIDENTIAL R-2 1,294 SF RESIDENTIAL R-2 92 SF ELEV. A4 R-2 89 SF ELEV LOBBY A-3 82 SF ELEV. A3 R-2 200 SF STAIR ST-01S R-2 210 SF STAIR ST-02S R-2 204 SF STAIR ST-02N R-2 201 SF STAIR ST-01N R-2 103 SF ELEV. A2 R-2 76 SF ELEVATOR LOBBY A-3 80 SF ELEV. A1 R-2 59 SF UTILITY S-2 95 SF REFUSE S-1 148 SF METER ROOM S-2 186 SF BIKE STORAGE S-1 162 SF STORAGE S-1 149 SF BIKE STORAGE S-1 108 SF STORAGE S-1 108 SF STORAGE S-1 123 SF UTILITY S-2 83 SF REFUSE S-1 1,627 SF CORRIDOR R-2 1,327 SF CORRIDOR R-2 6,093 SF RESIDENTIAL R-2 2,535 SF CORRIDOR R-2 94 SF UTILITY S-2 FIXED SEATING AREA 1 A-3 FIXED SEATING AREA 3 A-3 948 SF BOCE COURT A-3 50 SF / 19 OCC 829 SF SITTING AREA A-3 15 SF / 56 OCC 960 SF PLAY AREA A-3 50 SF / 20 OCC FIXED SEATING AREA 4 A-3 FIXED SEATING AREA 2 A-3 FIXED SEATING AREA 5 A-3 FIXED SEATING AREA 6 52 SF STORAGE S-1 300 SF / 1 OCC 15 LF / 1.5 = 10 OCC 12 LF / 1.5 = 8 OCC 9 LF / 1.5= 6 OCC 12 LF / 1.5 = 8 OCC 9 LF / 1.5 = 6 OCC 24 LF / 1.5 = 16 OCC OCCUPANCY LEGEND A-3 BUSINESS M R-2 S-1 S-2 UTILITY & MISC 13,076 SF RESIDENTIAL R-2 9,687 SF COMMERCIAL M 60 SF / 162 OCC 43,029 SF PARKING S-2 200 SF / 216 OCC 140 SF ELEVATOR LOBBY A-3 15 SF / 10 OCC 419 SF TRASH & COMPACTOR S-1 198 SF STAIR ST-02N R-2 2,622 SF RETAIL M 60 SF / 44 OCC 487 SF TRASH & COMPACTOR S-1 1,437 SF OFFICE BUSINESS 150 SF / 10 OCC OPEN TO BELOW 297 SF VESTIBULE A-3 15 SF / 20 OCC 246 SF SPRINKLER ROOM UTILITY & MISC 300 SF / 1 OCC OPEN TO BELOW 193 SF STAIR ST-01S R-2 200 SF / 1 OCC 80 SF ELEVATOR R-2 200 SF / 1 OCC 167 SF ELEVATOR LOBBY A-3 15 SF / 12 OCC 91 SF ELEVATOR R-2 200 SF / 1 OCC 204 SF STAIR ST-01N R-2 200 SF / 2 OCC 134 SF UTILITY S-2 300 SF / 1 OCC 95 SF ELEVATOR R-2 200 SF / 1 OCC 80 SF ELEVATOR R-2 200 SF / 1 OCC 379 SF TRASH & COMPACTOR S-1 195 SF STORAGE S-1 300 SF / 1 OCC 1,646 SF CORRIDOR M 1,404 SF CORRIDOR BUSINESS 150 SF / 10 OCC 728 SF LIVING ROOM/LOUNGE BUSINESS 15 SF / 49 OCC 426 SF KIDS ROOM BUSINESS 35 SF / 13 OCC 624 SF EXCERCISE/FITNESS A-3 50 SF / 13 OCC 65 SF RESTROOM BUSINESS 150 SF / 1 OCC 74 SF RESTROOM BUSINESS 150 SF / 1 OCC 159 SF COMPUTER ROOM BUSINESS 150 SF / 2 OCC 57 SF COMPUTER ROOM BUSINESS 150 SF / 1 OCC 228 SF STORAGE S-1 300 SF / 1 OCC EXIT PASSAGEWAY 202 SF STAIR ST-02S R-2 200 SF / 2 OCC 62 SF RESTROOM M 60 SF / 2 OCC 62 SF RESTROOM M 60 SF / 2 OCC 431 SF BREEZEWAY A-3 15 SF / 29 OCC EXIT PASSAGEWAY COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:39 PM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS033 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-03 CODE OCC 1" = 20'-0"2 LEVEL 2 OCCUPANCY PLAN BLDG A Area Schedule (Occupancy) - A-2 Comments za OCC. GROUP OLF (SF) AREA (SF) OCC LOAD PARKING STORAGE S-1 300 195 1 PARKING STORAGE S-1 300 228 1 PARKING TRASH & COMPACTOR S-1 300 419 2 PARKING TRASH & COMPACTOR S-1 300 487 2 PARKING TRASH & COMPACTOR S-1 300 379 2 PARKING PARKING S-2 200 43,029 216 PARKING: 6 44,736 224 EXTERIOR EXIT EXIT PASSAGEWAY 919 EXTERIOR EXIT EXIT PASSAGEWAY 234 EXTERIOR EXIT BREEZEWAY A-3 15 431 29 EXTERIOR EXIT VESTIBULE A-3 15 297 20 EXTERIOR EXIT RESIDENTIAL R-2 200 13,076 66 EXTERIOR EXIT STAIR ST-02N R-2 200 198 1 EXTERIOR EXIT STAIR ST-02S R-2 200 202 2 EXTERIOR EXIT SPRINKLER ROOM UTILITY & MISC 300 246 1 EXTERIOR EXIT: 8 15,603 119 COMMERCIAL COMMERCIAL M 60 9,687 162 COMMERCIAL CORRIDOR M 60 1,646 28 COMMERCIAL RESTROOM M 60 62 2 COMMERCIAL RESTROOM M 60 62 2 COMMERCIAL RETAIL M 60 2,622 44 COMMERCIAL: 5 14,078 238 AMENITY ELEVATOR LOBBY A-3 15 140 10 AMENITY ELEVATOR LOBBY A-3 15 167 12 AMENITY EXCERCISE/FITNESS A-3 50 624 13 AMENITY COMPUTER ROOM BUSINESS 150 159 2 AMENITY COMPUTER ROOM BUSINESS 150 57 1 AMENITY CORRIDOR BUSINESS 150 1,404 10 AMENITY KIDS ROOM BUSINESS 35 426 13 AMENITY LIVING ROOM/LOUNGE BUSINESS 15 728 49 AMENITY OFFICE BUSINESS 150 1,437 10 AMENITY RESTROOM BUSINESS 150 65 1 AMENITY RESTROOM BUSINESS 150 74 1 AMENITY ELEVATOR R-2 200 80 1 AMENITY ELEVATOR R-2 200 91 1 AMENITY ELEVATOR R-2 200 95 1 AMENITY ELEVATOR R-2 200 80 1 AMENITY STAIR ST-01N R-2 200 204 2 AMENITY STAIR ST-01S R-2 200 193 1 AMENITY UTILITY S-2 300 134 1 AMENITY: 18 6,161 130 LEVEL A-2 80,579 711 COURTYARD OCCUPANCY AND EXITING NOTES: 1. COURTYARD IS A PRIVATE COURTYARD ACCESSIBLE ONLY TO TENANTS AND THEIR GUESTS AND MANAGED BY THE PROPERTY OWNER. 2. COURTYARD TO HAVE POSTED OCCUPANCY LIMIT OF 150 PEOPLE 3. FIXED SEATING AREAS OCCUPANT LOAD CALCULATED AT 1 PERSON PER 1.5 LF (PER IBC SECTION 1004.6) BLDG A Area Schedule (Occupancy) - A-3_R (SEE NOTES BELOW) Comment Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD COURTYARD BOCE COURT A-3 50 948 19 COURTYARD FIXED SEATING AREA 1 A-3 0 201 6 COURTYARD FIXED SEATING AREA 2 A-3 0 275 6 COURTYARD FIXED SEATING AREA 3 A-3 0 297 8 COURTYARD FIXED SEATING AREA 4 A-3 0 291 8 COURTYARD FIXED SEATING AREA 5 A-3 0 581 16 COURTYARD FIXED SEATING AREA 6 A-3 0 343 10 COURTYARD PLAY AREA A-3 50 960 20 COURTYARD SITTING AREA A-3 15 829 56 COURTYARD: 9 4,726 149 NORTH TOWER ELEVATOR LOBBY A-3 15 76 6 NORTH TOWER CORRIDOR R-2 200 2,535 13 NORTH TOWER ELEV. A1 R-2 200 80 1 NORTH TOWER ELEV. A2 R-2 200 103 1 NORTH TOWER RESIDENTIAL R-2 200 17,387 87 NORTH TOWER RESIDENTIAL R-2 200 8,294 42 NORTH TOWER RESIDENTIAL R-2 200 1,294 7 NORTH TOWER STAIR ST-01N R-2 200 201 2 NORTH TOWER STAIR ST-02N R-2 200 204 2 NORTH TOWER BIKE STORAGE S-1 300 149 1 NORTH TOWER REFUSE S-1 300 83 1 NORTH TOWER STORAGE S-1 300 108 1 NORTH TOWER STORAGE S-1 300 108 1 NORTH TOWER UTILITY S-2 300 123 1 NORTH TOWER UTILITY S-2 300 94 1 NORTH TOWER: 15 30,838 167 SOUTH TOWER ELEV LOBBY A-3 15 89 6 SOUTH TOWER CORRIDOR R-2 200 1,627 9 SOUTH TOWER CORRIDOR R-2 200 1,327 7 SOUTH TOWER ELEV. A3 R-2 200 82 1 SOUTH TOWER ELEV. A4 R-2 200 92 1 SOUTH TOWER RESIDENTIAL R-2 200 5,095 26 SOUTH TOWER RESIDENTIAL R-2 200 8,782 44 SOUTH TOWER RESIDENTIAL R-2 200 6,093 31 SOUTH TOWER STAIR ST-01S R-2 200 200 2 SOUTH TOWER STAIR ST-02S R-2 200 210 2 SOUTH TOWER BIKE STORAGE S-1 300 186 1 SOUTH TOWER REFUSE S-1 300 95 1 SOUTH TOWER STORAGE S-1 300 162 1 SOUTH TOWER STORAGE S-1 300 52 1 SOUTH TOWER METER ROOM S-2 300 148 1 SOUTH TOWER UTILITY S-2 300 59 1 SOUTH TOWER: 16 24,302 135 LEVEL A-3 59,865 451 NO. DATE DESCRIPTION AREA SCHEDULE NOTES: • COMMERCIAL OCCUPANCIES EXIT DIRECTLY TO EXTERIOR AT GRADE AGENDA ITEM #6. c) UP DN 16,836 SF RESIDENTIAL R-2 15,191 SF RESIDENTIAL R-2 OCCUPANCY LEGEND A-3 R-2 S-1 S-2 109 SF UTILITIES S-2 130 SF ELEC/IDF S-2 83 SF REFUSE S-1 107 SF STORAGE S-1 105 SF STORAGE S-1 151 SF BIKE STORAGE S-1 187 SF BIKE STORAGE S-1 146 SF STORAGE S-1 95 SF ELEC/IDF S-2 137 SF STORAGE S-1 86 SF REFUSE S-1 57 SF UTILITIES S-2 27,029 SF RESIDENTIAL R-2 2 HR FIRE WALL 1,445 SF CORRIDOR R-2 1,286 SF CORRIDOR R-2 2,213 SF CORRIDOR R-2 193 SF STAIR ST-01S R-2 80 SF ELEVATOR R-2 89 SF ELEV LOBBY A-3 92 SF ELEVATOR R-2 198 SF STAIR ST-02S R-2 200 SF STAIR ST-01N R-2 106 SF ELEVATOR R-2 82 SF ELEVATOR LOBBY A-3 81 SF ELEVATOR R-2 202 SF STAIR ST-02N R-2 93 SF BIKE STORAGE S-1 110 SF STORAGE S-1 58 SF STORAGE S-1 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 53 SF STORAGE S-1 300 SF / 1 OCC 15,191 SF RESIDENTIAL R-2 27,030 SF RESIDENTIAL R-2 OCCUPANCY LEGEND A-3 R-2 S-1 S-2 16,836 SF RESIDENTIAL R-2 151 SF BIKE STORAGE S-1 105 SF STORAGE S-1 107 SF STORAGE S-2 109 SF UTILITIES S-2 130 SF ELEC/IDF S-2 83 SF REFUSE S-1 86 SF REFUSE S-1 57 SF UTILITIES S-2 137 SF STORAGE S-1 187 SF BIKE STORAGE S-1 146 SF STORAGE S-1 95 SF ELEC/IDF S-2 2 HR FIRE WALL 193 SF STAIR ST-01S R-2 80 SF ELEVATOR R-2 89 SF ELEVATOR LOBBY A-3 92 SF ELEVATOR R-2 198 SF STAIR ST-02S R-2 200 SF STAIR ST-01N R-2 106 SF ELEVATOR R-2 82 SF ELEVATOR LOBBY A-3 81 SF ELEVATOR R-2 202 SF STAIR ST-02N R-2 1,445 SF RESIDENTIAL CORRIDOR R-2 1,286 SF RESIDENTIAL CORRIDOR R-2 2,213 SF RESIDENTIAL CORRIDOR R-2 93 SF STORAGE S-1 58 SF STORAGE S-1 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 53 SF STORAGE S-1 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 110 SF STORAGE S-1 300 SF / 1 OCC SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:48 PM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS034 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-04 CODE OCC BLDG A Area Schedule (Occupancy) - Level 4 Comments Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD NORTH TOWER ELEVATOR LOBBY A-3 15 82 6 NORTH TOWER CORRIDOR R-2 200 2,213 12 NORTH TOWER ELEVATOR R-2 200 106 1 NORTH TOWER ELEVATOR R-2 200 81 1 NORTH TOWER RESIDENTIAL R-2 200 27,029 136 NORTH TOWER STAIR ST-01N R-2 200 200 1 NORTH TOWER STAIR ST-02N R-2 200 202 2 NORTH TOWER BIKE STORAGE S-1 300 151 1 NORTH TOWER BIKE STORAGE S-1 300 93 1 NORTH TOWER REFUSE S-1 300 83 1 NORTH TOWER STORAGE S-1 300 107 1 NORTH TOWER STORAGE S-1 300 105 1 NORTH TOWER ELEC/IDF S-2 300 130 1 NORTH TOWER UTILITIES S-2 300 109 1 NORTH TOWER: 14 30,693 166 SOUTH TOWER ELEV LOBBY A-3 15 89 6 SOUTH TOWER CORRIDOR R-2 200 1,445 8 SOUTH TOWER CORRIDOR R-2 200 1,286 7 SOUTH TOWER ELEVATOR R-2 200 80 1 SOUTH TOWER ELEVATOR R-2 200 92 1 SOUTH TOWER RESIDENTIAL R-2 200 16,836 85 SOUTH TOWER RESIDENTIAL R-2 200 15,191 76 SOUTH TOWER STAIR ST-01S R-2 200 193 1 SOUTH TOWER STAIR ST-02S R-2 200 198 1 SOUTH TOWER BIKE STORAGE S-1 300 187 1 SOUTH TOWER REFUSE S-1 300 86 1 SOUTH TOWER STORAGE S-1 300 146 1 SOUTH TOWER STORAGE S-1 300 137 1 SOUTH TOWER STORAGE S-1 300 110 1 SOUTH TOWER STORAGE S-1 300 58 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 53 1 SOUTH TOWER ELEC/IDF S-2 300 95 1 SOUTH TOWER UTILITIES S-2 300 57 1 SOUTH TOWER: 20 36,448 197 LEVEL A-4 67,141 363 Grand total: 34 67,141 363 1" = 20'-0"2 A-FP A-05 CODE OCC BLDG A Area Schedule (Occupancy) - A-5 Comments Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD NORTH TOWER ELEVATOR LOBBY A-3 15 82 6 NORTH TOWER ELEVATOR R-2 200 106 1 NORTH TOWER ELEVATOR R-2 200 81 1 NORTH TOWER RESIDENTIAL R-2 200 27,030 136 NORTH TOWER RESIDENTIAL CORRIDOR R-2 200 2,213 12 NORTH TOWER STAIR ST-01N R-2 200 200 1 NORTH TOWER STAIR ST-02N R-2 200 202 2 NORTH TOWER BIKE STORAGE S-1 200 151 1 NORTH TOWER REFUSE S-1 200 83 1 NORTH TOWER STORAGE S-1 200 105 1 NORTH TOWER STORAGE S-1 300 93 1 NORTH TOWER ELEC/IDF S-2 200 130 1 NORTH TOWER STORAGE S-2 200 107 1 NORTH TOWER UTILITIES S-2 200 109 1 NORTH TOWER: 14 30,694 166 SOUTH TOWER ELEVATOR LOBBY A-3 15 89 6 SOUTH TOWER ELEVATOR R-2 200 80 1 SOUTH TOWER ELEVATOR R-2 200 92 1 SOUTH TOWER RESIDENTIAL R-2 200 15,191 76 SOUTH TOWER RESIDENTIAL R-2 200 16,836 85 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,445 8 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,286 7 SOUTH TOWER STAIR ST-01S R-2 200 193 1 SOUTH TOWER STAIR ST-02S R-2 200 198 1 SOUTH TOWER BIKE STORAGE S-1 200 187 1 SOUTH TOWER REFUSE S-1 200 86 1 SOUTH TOWER STORAGE S-1 200 137 1 SOUTH TOWER STORAGE S-1 200 146 1 SOUTH TOWER STORAGE S-1 300 58 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 53 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 110 1 SOUTH TOWER ELEC/IDF S-2 200 95 1 SOUTH TOWER UTILITIES S-2 200 57 1 SOUTH TOWER: 20 36,448 197 LEVEL A-5 67,142 363 Grand total: 34 67,142 363 NO. DATE DESCRIPTION AGENDA ITEM #6. c) 27,030 SF RESIDENTIAL R-2 200 SF / 136 OCC 81 SF ELEV. A1 R-2 200 SF / 1 OCC 82 SF LOBBY A-3 15 SF / 6 OCC 106 SF ELEV. A2 R-2 200 SF / 1 OCC 200 SF STAIR ST-01N R-2 200 SF / 1 OCC 109 SF UTILITIES S-2 300 SF / 1 OCC 2,213 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 202 SF STAIR ST-02N R-2 200 SF / 2 OCC 130 SF ELEC/IDF S-2 300 SF / 1 OCC 83 SF REFUSE S-1 300 SF / 1 OCC 151 SF BIKE STORAGE S-1 300 SF / 1 OCC 93 SF BIKE STORAGE S-1 92 SF ELEVATOR R-2 80 SF ELEV. A3 R-2 193 SF STAIR ST-01S R-2 16,836 SF RESIDENTIAL R-2 86 SF REFUSE S-1 57 SF UTILITIES S-2 1,445 SF RESIDENTIAL CORRIDOR R-2 89 SF ELEV LOBBY A-3 110 SF STORAGE S-1 137 SF METER ROOM S-2 187 SF BIKE STORAGE S-1 300 SF / 1 OCC 146 SF STORAGE S-1 300 SF / 1 OCC 95 SF ELEC/IDF S-2 300 SF / 1 OCC 198 SF STAIR ST-02S R-2 58 SF STORAGE S-1 55 SF STORAGE S-1 15,191 SF RESIDENTIAL R-2 200 SF / 76 OCC 1,286 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 105 SF STORAGE S-1 300 SF / 1 OCC 107 SF STORAGE S-1 300 SF / 1 OCC 53 SF STORAGE S-1 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 200 SF STAIR ST-01N R-2 200 SF / 1 OCC 106 SF ELEV. A2 R-2 200 SF / 1 OCC 82 SF ELEV LOBBY A-3 15 SF / 6 OCC 81 SF ELEV. A1 R-2 200 SF / 1 OCC 198 SF STAIR ST-02S R-2 200 SF / 1 OCC 92 SF ELEVATOR R-2 200 SF / 1 OCC 80 SF ELEV. A3 R-2 200 SF / 1 OCC 193 SF STAIR ST-01S R-2 200 SF / 1 OCC 16,836 SF RESIDENTIAL R-2 200 SF / 85 OCC 86 SF REFUSE S-1 300 SF / 1 OCC 137 SF METER ROOM S-2 300 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 58 SF STORAGE S-1 300 SF / 1 OCC 187 SF BIKE STORAGE S-1 300 SF / 1 OCC 146 SF STORAGE R-2 300 SF / 1 OCC 27,030 SF RESIDENTIAL R-2 200 SF / 136 OCC 130 SF ELEC/IDF S-2 300 SF / 1 OCC 83 SF REFUSE S-1 300 SF / 1 OCC 202 SF STAIR ST-02N R-2 200 SF / 2 OCC 2,213 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 93 SF BIKE STORAGE S-1 300 SF / 1 OCC 151 SF BIKE STORAGE S-1 300 SF / 1 OCC 109 SF UTILITIES S-2 200 SF / 1 OCC 89 SF ELEV LOBBY A-3 15 SF / 6 OCC 110 SF STORAGE R-2 200 SF / 1 OCC 15,191 SF RESIDENTIAL R-2 200 SF / 76 OCC 1,286 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 1,445 SF RESIDENTIAL CORRIDOR R-2 200 SF / 8 OCC 57 SF UTILITIES S-2 300 SF / 1 OCC 95 SF ELEC/IDF S-2 300 SF / 1 OCC 105 SF STORAGE S-2 200 SF / 1 OCC 107 SF STORAGE S-2 200 SF / 1 OCC 55 SF STORAGE S-1 300 SF / 1 OCC 53 SF STORAGE S-1 300 SF / 1 OCC SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:57 PM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS035 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-06 CODE OCC 1" = 20'-0"2 A-FP A-07 CODE OCC BLDG A Area Schedule (Occupancy) - A-6 Comments Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD NORTH TOWER LOBBY A-3 15 82 6 NORTH TOWER ELEV. A1 R-2 200 81 1 NORTH TOWER ELEV. A2 R-2 200 106 1 NORTH TOWER RESIDENTIAL R-2 200 27,030 136 NORTH TOWER RESIDENTIAL CORRIDOR R-2 200 2,213 12 NORTH TOWER STAIR ST-01N R-2 200 200 1 NORTH TOWER STAIR ST-02N R-2 200 202 2 NORTH TOWER BIKE STORAGE S-1 300 151 1 NORTH TOWER BIKE STORAGE S-1 300 93 1 NORTH TOWER REFUSE S-1 300 83 1 NORTH TOWER STORAGE S-1 300 105 1 NORTH TOWER STORAGE S-1 300 107 1 NORTH TOWER ELEC/IDF S-2 300 130 1 NORTH TOWER UTILITIES S-2 300 109 1 NORTH TOWER: 14 30,694 166 SOUTH TOWER ELEV LOBBY A-3 15 89 6 SOUTH TOWER ELEV. A3 R-2 200 80 1 SOUTH TOWER ELEVATOR R-2 200 92 1 SOUTH TOWER RESIDENTIAL R-2 200 16,836 85 SOUTH TOWER RESIDENTIAL R-2 200 15,191 76 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,445 8 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,286 7 SOUTH TOWER STAIR ST-01S R-2 300 193 1 SOUTH TOWER STAIR ST-02S R-2 200 198 1 SOUTH TOWER BIKE STORAGE S-1 300 187 1 SOUTH TOWER REFUSE S-1 300 86 1 SOUTH TOWER STORAGE S-1 300 110 1 SOUTH TOWER STORAGE S-1 300 146 1 SOUTH TOWER STORAGE S-1 300 58 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 53 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER ELEC/IDF S-2 300 95 1 SOUTH TOWER METER ROOM S-2 300 137 1 SOUTH TOWER UTILITIES S-2 300 57 1 SOUTH TOWER: 20 36,448 197 LEVEL A-6 67,142 363 Grand total: 34 67,142 363 BLDG A Area Schedule (Occupancy) - A-7 Comments Name OCC. GROUP OLF (SF) AREA (SF) OCC LOAD NORTH TOWER ELEV LOBBY A-3 15 82 6 NORTH TOWER ELEV. A1 R-2 200 81 1 NORTH TOWER ELEV. A2 R-2 200 106 1 NORTH TOWER RESIDENTIAL R-2 200 27,030 136 NORTH TOWER RESIDENTIAL CORRIDOR R-2 200 2,213 12 NORTH TOWER STAIR ST-01N R-2 200 200 1 NORTH TOWER STAIR ST-02N R-2 200 202 2 NORTH TOWER BIKE STORAGE S-1 300 93 1 NORTH TOWER BIKE STORAGE S-1 300 151 1 NORTH TOWER REFUSE S-1 300 83 1 NORTH TOWER ELEC/IDF S-2 300 130 1 NORTH TOWER STORAGE S-2 200 105 1 NORTH TOWER STORAGE S-2 200 107 1 NORTH TOWER UTILITIES S-2 200 109 1 NORTH TOWER: 14 30,694 166 SOUTH TOWER ELEV LOBBY A-3 15 89 6 SOUTH TOWER ELEV. A3 R-2 200 80 1 SOUTH TOWER ELEVATOR R-2 200 92 1 SOUTH TOWER RESIDENTIAL R-2 200 16,836 85 SOUTH TOWER RESIDENTIAL R-2 200 15,191 76 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,286 7 SOUTH TOWER RESIDENTIAL CORRIDOR R-2 200 1,445 8 SOUTH TOWER STAIR ST-01S R-2 200 193 1 SOUTH TOWER STAIR ST-02S R-2 200 198 1 SOUTH TOWER STORAGE R-2 300 146 1 SOUTH TOWER STORAGE R-2 200 110 1 SOUTH TOWER BIKE STORAGE S-1 300 187 1 SOUTH TOWER REFUSE S-1 300 86 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 58 1 SOUTH TOWER STORAGE S-1 300 55 1 SOUTH TOWER STORAGE S-1 300 53 1 SOUTH TOWER ELEC/IDF S-2 300 95 1 SOUTH TOWER METER ROOM S-2 300 137 1 SOUTH TOWER UTILITIES S-2 300 57 1 SOUTH TOWER: 20 36,448 197 LEVEL A-7 67,142 363 Grand total: 34 67,142 363 NO. DATE DESCRIPTION AGENDA ITEM #6. c) (R E M O T E N E S S B E T W E E N E X IT S D IS T A N C E ) 1 2 1 ' -5 "85' -6"(O N E-TH IR D O F EXIT D ISTAN C E, SPR IN KLER ED )256' -7"143' - 11"27' - 6" 23' - 0"59' - 0"110' - 0" 56' - 6"21' - 6" (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E )3 7 4 ' -3 " 1 5 3 ' -0 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D )4 5 9 ' -1 " UP 38' - 8" 67' - 0"38' - 0" 92' - 0" 97' - 0"60' -0"8' -0"20' -6"68' - 0" 26' - 0" 147' - 3"25' - 4"148' -3"31' -11"76' -3"23' - 4"11' -0"65' - 4 "3' -6"33' -0"3' -10"32' -6"31' -11"11' -6"5' - 0"UP10' - 6" 15' - 6"18' - 5"23' - 6"6' - 0" 82' - 6"6' -6"24' -6" 28,855 SF PARKING S-2 200 SF / 145 OCC76 SF ELEV. A3 R-2 200 SF / 1 OCC 182 SF STAIR ST-01S R-2 200 SF / 1 OCC 200 SF STAIR ST-01N R-2 200 SF / 1 OCC 80 SF ELEV. A1 R-2 200 SF / 1 OCC 77 SF LOBBY R-2 200 SF / 1 OCC 76 SF ELEV. A2 R-2 200 SF / 1 OCC OCCUPANCY LEGEND R-2 S-1 S-2 15.8 32 79 0.2 80 SF ELEV. R-2 200 SF / 1 OCC 23.7 48 79 0.3 84 SF ELEVATOR LOBBY R-2 200 SF / 1 OCC 23.7 48 79 0.3 15.8 32 79 0.2 808 SF STORAGE S-1 300 SF / 3 OCC 526 SF STORAGE S-1 300 SF / 2 OCC 158/2=79 158/2=79 OCCUPANCY LEGEND A-3 BUSINESS R-2 S-2 40.3 48 134 0.3 0.6 33 3 0.2 15.3 33 77 0.2 59,687 SF PARKING S-2 200 SF / 299 OCC 204 SF STAIR ST-01N R-2 200 SF / 2 OCC 210 SF STAIR ST-02S R-2 200 SF / 2 OCC 202 SF STAIR ST-02N R-2 200 SF / 2 OCC 5,749 SF RESIDENTIAL R-2 200 SF / 29 OCC 646 SF RESIDENTIAL R-2 200 SF / 4 OCC 1,539 SF BASKETBALL/EXERCISE RM A-3 50 SF / 31 OCC 617 SF MAIL ROOM BUSINESS 150 SF / 5 OCC 60 SF RESTROOM BUSINESS 150 SF / 1 OCC 60 SF RESTROOM BUSINESS 150 SF / 1 OCC 225 SF CONFERENCE ROOM BUSINESS 15 SF / 16 OCC 92 SF MAIL/STORAGE BUSINESS 150 SF / 1 OCC 2,172 SF LOBBY/CIRCULATION BUSINESS 150 SF / 15 OCC 228 SF WORK ROOM BUSINESS 150 SF / 2 OCC 117 SF MAINTENANCE OFFICE BUSINESS 150 SF / 1 OCC 124 SF MANAGERS ASSISTANT BUSINESS 150 SF / 1 OCC 145 SF MANAGERS OFFICE BUSINESS 150 SF / 1 OCC 142 SF LEASING OFFICE BUSINESS 150 SF / 1 OCC 184 SF LEASING OFFICE BUSINESS 150 SF / 2 OCC 92 SF ELEV R-2 200 SF / 1 OCC 146 SF VESTIBULE A-3 15 SF / 10 OCC 84 SF ELEV. R-2 200 SF / 1 OCC 196 SF STAIR ST-01S R-2 200 SF / 1 OCC 260 SF UTILITY S-2 300 SF / 1 OCC 269 SF WATER HEATER BOILER ROOM S-2 300 SF / 1 OCC 1,260 SF MAINTENANCE/STORAGE S-2 300 SF / 5 OCC 141 SF MPOE ROOM S-2 300 SF / 1 OCC 78 SF ELEV. R-2 200 SF / 1 OCC 84 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 76 SF ELEV. R-2 200 SF / 1 OCC 134 SF UTILITY S-2 300 SF / 1 OCC 15.3 33 77 0.2 23.7 48 79 0.3 42.4 43 213 0.2 1.2 32 6 0.2 0.6 32 3 0.2 EXIT CAPACITY TYP @ ALL TOWNHOUSES. ALL TOWNHOUSES EXIT DIRECTLY TO EXTERIOR 909 SF RESIDENTIAL CORRIDOR R-2 200 SF / 5 OCC 56 SF NETWORK BUSINESS 150 SF / 1 OCC 306/4=77 306/4=77 306/4=77 306/4=77 134 DN FROM LVL 3 79 UP FROM P1 213 TOTAL OUT 213x.2 = 42.6 USE 3'-10" DOOR 86/2=43 8.6 33 43 0.2 52.8 69 265 0.2 8.6 33 43 0.2 213+9=22243222+43=265 265x.2=53 USE 72" DOUBLE DR NO EXIT LOADING FROM TOWNHOUSE UNITS ONLY 5/2 = 3 FROM CORRIDOR 47.8 48 159 0.3 15.3 33 77 0.2 23.2 44 77 0.3 NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:58 PM LIFE SAFETY PLANS - EXITING PLANS CS036 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-P1 CODE EGRESS 1" = 20'-0"2 A-FP A-01 CODE EGRESS NO. DATE DESCRIPTION AGENDA ITEM #6. c) (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E )3 6 7 ' -1 1 " 1 3 6 ' -7 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D ) 4 0 9 ' -9 " DN DN 35' -7"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED)106' -8"24' - 0"11' - 8" 95' - 6" 79' - 4"30' - 10"42' -6"86' -7"17' -0"76' -6"DN (REMOTENESS BETWEEN EXITS DISTANCE) 289' -4" 123' -10"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 371' -5" 51' - 11" 116' -8"(ONE-T HIRD OF EXIT DIST ANCE, SPRINKLERED) 349' -11" (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E ) 2 6 2 ' -1 0 " PLAY AREA 40' - 11" 30' - 0" 47' - 0"8' - 6"11' - 6" 79' - 10"34' - 10"15' -6"37' -9"105' -6"3' -0"38' -3"12' -5"23' -6"93' - 3"73' - 4"67' -0"72' - 6"46' - 6" 6' - 9"19' - 0" 13' - 2"14' - 7" 94' - 7"129' - 6"9' -6"16' -11"12.9 33 65 0.2 35.1 36 176 0.2 40.3 48 134 0.3 40.3 48 134 0.3 198 SF STAIR ST-02N R-2 200 SF / 1 OCC 43,029 SF PARKING S-2 200 SF / 216 OCC 13,076 SF RESIDENTIAL R-2 200 SF / 66 OCC 9,687 SF COMMERCIAL M 60 SF / 162 OCC 2,622 SF RETAIL M 60 SF / 44 OCC 419 SF TRASH & COMPACTOR S-1 300 SF / 2 OCC 39.2 41 197 0.2 33 0.2 5' - 6"379 SF TRASH & COMPACTOR S-1 300 SF / 2 OCC 5' - 4" 11.2 33 56 0.2 728 SF LIVING ROOM/LOUNGE BUSINESS 15 SF / 49 OCC 11.2 32 56 0.2 4 33 20 0.2 426 SF KIDS ROOM BUSINESS 35 SF / 13 OCC 65 SF RESTROOM BUSINESS 150 SF / 1 OCC 57 SF COMPUTER ROOM BUSINESS 150 SF / 1 OCC 159 SF COMPUTER ROOM BUSINESS 150 SF / 2 OCC 193 SF STAIR ST-01S R-2 200 SF / 1 OCC 80 SF ELEVATOR R-2 200 SF / 1 OCC 91 SF ELEVATOR R-2 200 SF / 1 OCC 74 SF RESTROOM BUSINESS 150 SF / 1 OCC 167 SF ELEVATOR LOBBY A-3 15 SF / 12 OCC 1,437 SF OFFICE BUSINESS 150 SF / 10 OCC 12.9 32 65 0.2 12.9 384 65 0.2 63.4 69 318 0.2 65 65 262 318 318 5' - 6"6' - 4"35.1 36 176 0.2 IBC 1005.6 EGRESS CONVERGENCE (79 UP FROM LVL P1) (118 DN FROM LVL 3) 79+118=197 CONVERGENCE DOOR 197 x .2 = 39.4 CLR ASSUME 44" DOOR 224/4=56224/4=56 224/4=56 224/4=56 297 SF VESTIBULE A-3 15 SF / 20 OCC 134 DN FROM LVL 3 42 43 211 0.2 35.5 48 118 0.3 OPEN TO BELOW 2' - 6 1/2"62 SF RESTROOM M 60 SF / 2 OCC 62 SF RESTROOM M 60 SF / 2 OCC6' - 2 1/2"7' - 0" 28.3 48 94 0.3 3' - 10" IBC 1005.6 EGRESS CONVERGENCE (77 UP FROM LVL 1) (134 DN FROM LVL 3) 77+134 = 211 x .2 = 42.2 CLR IBC 1005.6 EGRESS CONVERGENCE (77 UP FROM LVL 1) (99 DN FROM LVL 4,5,6,7) 77 + 99 = 176 x .2 = 35.1" CLR 202 SF STAIR ST-02S R-2 200 SF / 2 OCC COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR COMMERCIAL EXITS DIRECTLY TO EXTERIOR OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 5,095 SF RESIDENTIAL R-2 200 SF / 26 OCC 8,782 SF RESIDENTIAL R-2 200 SF / 44 OCC 17,387 SF RESIDENTIAL R-2 200 SF / 87 OCC 8,294 SF RESIDENTIAL R-2 200 SF / 42 OCC 1,294 SF RESIDENTIAL R-2 200 SF / 7 OCC 92 SF ELEV. A4 R-2 200 SF / 1 OCC 89 SF ELEV LOBBY A-3 15 SF / 6 OCC 82 SF ELEV. A3 R-2 200 SF / 1 OCC 200 SF STAIR ST-01S R-2 200 SF / 2 OCC 210 SF STAIR ST-02S R-2 200 SF / 2 OCC 204 SF STAIR ST-02N R-2 200 SF / 2 OCC 201 SF STAIR ST-01N R-2 200 SF / 2 OCC 103 SF ELEV. A2 R-2 200 SF / 1 OCC 76 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 80 SF ELEV. A1 R-2 200 SF / 1 OCC 26.7 33 134 0.2 40.3 48 134 0.3 26.7 33 134 0.2 40.3 48 134 0.3 13.5 33 68 0.2 23.5 33 118 0.2 35.5 48 118 0.3 150/3 =50 CY 150/3 =50 CY 150/3 =50 CY 10 33 50 0.2 10 33 50 0.2 10 33 50 0.2 20.5 48 68 0.3 NOTE: COURTYARD TO HAVE POSTED OCCUPANCY LIMIT OF 150 PERSONS 3 HR RATED CONC WALL BOCCE PLAY STRUCTURE NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:24:59 PM LIFE SAFETY PLANS - EXITING PLANS CS037 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 LEVEL 2 OCCUPANCY PLAN 1" = 20'-0"2 A-FP A-03 CODE EGRESS NO. DATE DESCRIPTION AGENDA ITEM #6. c) 62' - 8"11' - 7"74' -6"86' -0"10' -7"9' -0" (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E ) 2 6 2 ' -9 " 1 1 9 ' -7 "(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D )3 5 8 ' -1 0 " 93' - 3"73' - 4" (REMOTENESS BETWEEN EXITS DISTANCE) 288' -8" 127' -0"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 381' -0"67' -0"72' - 6"46' - 9"82' -9"19' - 4"14' - 0"19' - 7" 12' - 8"14' - 0"19' - 7"5' -0"12' -0"5' -5"15' -6"3' -7"5' -0"12' -0"5' -5"15' -6"3' -7"89' - 2"96' - 3"10' -0"19' -11"8' - 6" 15' - 11"13' - 0"20' - 0" 13' - 11"13' - 6" 6' - 6" UP 2' - 0"12' - 0" 62' - 8"11' - 7"74' -6"86' -0"10' -7"9' -0" (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E ) 2 6 2 ' -1 0 " 1 1 9 ' -7 "(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D )3 5 8 ' -1 0 " 93' - 3"73' - 4" (REMOTENESS BETWEEN EXITS DISTANCE) 288' -4" 127' -9"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 383' -2"67' -0"72' - 6"46' - 6"82' -9"27' - 0"14' - 0"8' - 0" 27' - 0"14' - 0"8' - 0"5' -0"12' -0"5' -5"15' -6"3' -7"5' -0"12' -0"5' -5"15' -6"3' -7"6' - 9"19' - 0" 13' - 2"14' - 7" 94' - 7"129' - 6"9' -6"16' -11"DN 16,836 SF RESIDENTIAL R-2 200 SF / 85 OCC OCCUPANCY LEGEND A-3 R-2 S-1 S-2 EXIT ACCESS TRAVEL DISTANCE =247.1'- (250' MAX) EXIT ACCESS TRAVEL DISTANCE = 223.33'- (250' MAX) TOTAL DIST. TO EXIT/ STAIR A2 =190.25' TOTAL DIST. TO EXIT/ STAIR A1 = 252.91' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 TOTAL DIST. TO EXIT/ STAIR A1 =229.83' TOTAL DIST. TO EXIT/ STAIR A2 = 213.42' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 EXIT ACCESS TRAVEL DISTANCE= 236.7'- (250' MAX) 16.5 33 83 0.2 25 48 83 0.3 16.5 33 83 0.2 25 48 83 0.3 EXIT ACCESS TRAVEL DISTANCE = 243.7'- (250' MAX) 15,191 SF RESIDENTIAL R-2 200 SF / 76 OCC 2 HR FIREWALL 19.7 33 99 0.2 STAIR 3 ST-01S 29.8 48 99 0.3 STAIR 2 ST-01N STAIR 1 ST-02N STAIR 4 ST-02S 19.7 33 99 0.2 29.8 48 99 0.3 15,191 SF RESIDENTIAL R-2 200 SF / 76 OCC 27,030 SF RESIDENTIAL R-2 200 SF / 136 OCC 16.5 33 83 0.2 25 48 83 0.3 16.5 33 83 0.2 25 48 83 0.3 STAIR 1 ST-02N STAIR 2 ST-01N STAIR 3 ST-01S 19.7 33 99 0.2 29.8 48 99 0.3 STAIR 4 ST-02S 19.7 33 99 0.2 29.8 48 99 0.3 SEE NOTES 1/CS038 FOR COMMON NOTES REGARDING TRAVEL DISTANCE NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:25:01 PM LIFE SAFETY PLANS - EXITING PLANS CS038 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-04 CODE EGRESS 1" = 20'-0"2 A-FP A-05 CODE EGRESS NO. DATE DESCRIPTION AGENDA ITEM #6. c) 62' - 8"11' - 7"74' -6"86' -0"10' -7"9' -0" (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E ) 2 6 2 ' -1 1 " 1 1 9 ' -7 "(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D )3 5 8 ' -1 0 " 93' - 3"73' - 4" (REMOTENESS BETWEEN EXITS DISTANCE) 289' -4" 126' -11"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 380' -9"67' -0"97' - 7"21' - 5"82' -9"27' - 0"14' - 0"8' - 0" 27' - 0"14' - 0"8' - 0"5' -0"12' -0"5' -5"15' -6"3' -7"5' -0"12' -0"5' -5"15' -6"3' -7"6' - 9"19' - 0" 13' - 2"14' - 7" 94' - 7"129' - 6" 93' - 3"73' - 4" (REMOTENESS BETWEEN EXITS DISTANCE) 289' -4" 126' -11"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 380' -9"67' -0"97' - 7"21' - 5" 27' - 0"14' - 0"8' - 0" 27' - 0"14' - 0"8' - 0" 6' - 9"19' - 0" 13' - 2"14' - 7" 94' - 7"129' - 6" 1 1 9 ' -4 "(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D )3 5 8 ' -1 " (R E M O T E N E S S B E T W E E N E X I T S D I S T A N C E ) 2 6 2 ' -4 " 16.5 33 83 0.2 25 48 83 0.3 16.5 33 83 0.2 25 48 83 0.3 16,836 SF RESIDENTIAL R-2 200 SF / 85 OCC 27,030 SF RESIDENTIAL R-2 200 SF / 136 OCC 80 SF ELEV. A3 R-2 200 SF / 1 OCC 193 SF STAIR ST-01S R-2 300 SF / 1 OCC 200 SF STAIR ST-01N R-2 200 SF / 1 OCC 106 SF ELEV. A2 R-2 200 SF / 1 OCC 82 SF LOBBY A-3 15 SF / 6 OCC 81 SF ELEV. A1 R-2 200 SF / 1 OCC 202 SF STAIR ST-02N R-2 200 SF / 2 OCC 198 SF STAIR ST-02S R-2 200 SF / 1 OCC 92 SF ELEVATOR R-2 200 SF / 1 OCC 19.7 33 99 0.2 19.3 33 97 0.2 4656 33 97 48 29.8 48 99 0.3 SEE NOTES 1/CS038 FOR COMMON NOTES REGARDING TRAVEL DISTANCE 16.5 33 83 0.2 25 48 83 0.3 16,836 SF RESIDENTIAL R-2 200 SF / 85 OCC 92 SF ELEVATOR R-2 200 SF / 1 OCC 80 SF ELEV. A3 R-2 200 SF / 1 OCC 193 SF STAIR ST-01S R-2 200 SF / 1 OCC 198 SF STAIR ST-02S R-2 200 SF / 1 OCC 200 SF STAIR ST-01N R-2 200 SF / 1 OCC 106 SF ELEV. A2 R-2 200 SF / 1 OCC 82 SF ELEV LOBBY A-3 15 SF / 6 OCC 81 SF ELEV. A1 R-2 200 SF / 1 OCC 16.5 33 83 0.2 25 48 83 0.3 19.7 33 99 0.2 29.8 48 99 0.3 19.7 33 99 0.2 29.8 48 99 0.3 STAIR ST-02N SEE NOTES 1/CS038 FOR COMMON NOTES REGARDING TRAVEL DISTANCE NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:25:10 PM LIFE SAFETY PLANS - EXITING PLANS CS039 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 A-FP A-06 CODE EGRESS 1" = 20'-0"2 A-FP A-07 CODE EGRESS NO. DATE DESCRIPTION AGENDA ITEM #6. c) UP UP DN DN DN PATH OF TRAVEL LEGEND SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:36:39 PM ACCESSIBLE ROUTE PLANS CS040 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/32" = 1'-0"1 LEVEL P1 FLOOR PLAN 1/32" = 1'-0"2 LEVEL 01 FLOOR PLAN 1/32" = 1'-0"3 LEVEL 2 CODE PLAN 1/32" = 1'-0"4 LEVEL 3 FLOOR PLAN NO. DATE DESCRIPTION AGENDA ITEM #6. c) UP 2' - 0"12' - 0" DN PATH OF TRAVEL LEGEND SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:37:06 PM ACCESSIBLE ROUTE PLANS CS041 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/32" = 1'-0"1 LEVEL 4 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"2 LEVEL 5 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"3 LEVEL 6 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"4 LEVEL 7 ACCESSIBLE ROUTE DIAGRAM NO. DATE DESCRIPTION AGENDA ITEM #6. c) DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE 43" MAX ABOVE THE FLOOR VISION LIGHTS WITH THE LOWEST PART MORE THAN 66" ABOVE FINISHED FLOOR ARE NOT REQUIRED TO COMPLY. THE DOOR SURFACE SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACES SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. NOTES: 1.EXCEPTIONS FOR DOOR SURFACES: (1) SLIDING DOORS (2) TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10" BOTTOM RAIL HEIGHT REQUIREMENT (3) DOORS THAT DO NOT EXTEND TO WITHIN 10" OF THE FLOORMIN10"43" MAXACCESSIBILITY GENERAL NOTES: THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE. THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE. THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF TWO CODES: FAIR HOUSING ACT (FHA) AND THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. NOTES: 1. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 2. OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A 1/2" DIAMETER SPHERE UNLESS SPECIFICALLY ALLOWED AND NOTED WITHIN THE ENCLOSED DETAILS; ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 3. CHANGES IN LEVEL: 3.1. CHANGES IN LEVEL OF 1/4" MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. 3.2. CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3.3. CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT SHALL BE RAMPED. 3.4. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL HAVE TRIM ALONG THE ENTIRE EXPOSED LENGTH. 4. CLEAR FLOOR SPACE 4.1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 4.2. UNLESS NOTED OR OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE REQUIRED BY CODE. 4.3. UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 4.4. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 5. ACCESSIBLE ROUTES: 5.1. ACCESSIBLE ROUTES SHALL BE WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, INCLUDING DOORS & DOORWAYS, RAMPS (EXCLUDING FLARED SIDE), CURB RAMPS, ELEVATORS AND PLATFORM LIFTS. 5.2. ACCESSIBLE ROUTES SHALL NOT INCLUDE REVOLVING DOORS, REVOLVING GATES OR TURNSTILES. 5.3. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 WITH A MAXIMUM CROSS SLOPE OF 1:48. SLOPES STEEPER THAN 1:20 SHALL COMPLY WITH RAMP REQUIREMENTS. 5.4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200'-0" MAX. THE PASSING SPACE SHALL BE 60"X60" MINIMUM OR WHERE THERE IS AN INTERSECTION BETWEEN TWO WALKING SURFACES A T-SHAPED TURNING SPACE IS ACCEPTABLE, PROVIDED THAT BASE AND ARMS OF THE T-SHAPE EXTEND 48" MIN BEYOND THE INTERSECTION. 5.5. FOR SEGMENTS EQUAL TO OR LESS THAN 24", THE SEGMENT SHALL BE 32" MINIMUM IN WIDTH 5.6. CONSECUTIVE SEGMENTS OF 32" IN WIDTH SHALL BE SEPARATED BY SEGMENTS 48" MINIMUM LONG BY 36" MINIMUM WIDE. 5.7. SEGMENTS LARGER THAN 24" SHALL BE 36" MINIMUM IN WIDTH. 6. OPERABLE PARTS: 6.1. OPERABLE PARTS SHALL COMPLY WITH CODE REQUIREMENTS. 6.2. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGE REQUIREMENTS. 6.3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 6.4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM. 7. DOOR HARDWARE: 7.1. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH FLOORS SURFACE AND LEVEL CHANGE REQUIREMENTS. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING OR ALTERED THRESHOLDS 3/4" MAXIMUM HIGH WITH A BEVELED EDGE EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4". 7.2. OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 7.3. OPERABLE PARTS SHALL BE MOUNTED 34" MINIMUM TO 48" MAXIMUM ABOVE FINISHED FLOOR. 7.4. OPERATING HARDWARE FOR SLIDING DOORS SHALL BE EXPOSED AND USEABLE FROM BOTH SIDES WHEN THE DOOR IS FULLY OPEN. 7.5. LOCKS USED ONLY FOR SECURITY AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION. 7.6. DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN 90 DEGREES, THE TIME REQUIRED TO MOVE A DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 7.7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN 10 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS 7.8. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE PER THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING, PULLING OR SLIDING OPEN OTHER DOORS SHALL BE 5.0 MAXIMUM. THIS DOES NOT APPLY TO FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVISES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. AUTOMATIC DOORS AND GATES: 8.1. FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10. 8.2. POWER ASSIST AND LOW ENERGY DOORS SHALL COMPLY WITH ANSI/BHMA A156.19. 8.3. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH ALL LEAVES IN THE OPEN POSITION. 8.4. DOORS SHALL COMPLY WITH MANEUVERING CLEARANCES AND THRESHOLD REQUIREMENTS. 8.5. MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS. 8.6. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. 8.7. DOORS, DOORWAYS AND GATES DESIGNATED TO BE OPERATED BY SECURITY PERSONNEL ONLY NEED NOT COMPLY WITH MANEUVERING DOORS IN A SERIES AND CONTROL SWITCH REQUIREMENTS. 9. HANDRAILS AND GRAB BARS: 9.1. HANDRAILS, GRAB BARS, AND ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 9.2. HANDRAILS AND GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 9.3. GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS 9.4. HANDRAILS SHALL EXTEND BEYOND & IN THE SAME DIRECTION OF STAIR FLIGHTS & RAMP RUNS. 9.5. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. 10. LIGHTING CONTROLS AND RECEPTACLES 10.1. RECEPTACLE OUTLETS AND OPERABLE PARTS OF LIGHTING CONTROLS SHALL BE LOCATED 15" MINIMUM TO 48" MAXIMUM ABOVE FINISHED FLOOR. 11. WINDOWS 11.1. WINDOWS SHALL MEET REQUIREMENTS OF OPERABLE PARTS ABOVE AND MEET REACH RANGE REQUIREMENTS ON THIS PAGE. (C)(B)(A)(B)(C) NOTES: (1)ADD 6" IF BOTH CLOSER AND LATCH ARE PROVIDED (2)ADD 6" IF CLOSER PROVIDED (3)ADD 12" IF BOTH CLOSER AND LATCH ARE PROVIDED (4)REDUCE 6" IF BOTH CLOSER AND LATCH MANEUVERING CLEARANCES & MANUAL SWING DOORS APPROACH DIRECTION DOOR SIDE PERP TO DOOR (A) EXTENSION BEYOND LATCH (B) EXIT BEYOND HINGE (C) FROM FRONT FROM FRONT FROM HINGE SIDE FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE PULL PUSH PULL PUSH PULL PUSH 60" 48" 54" (NOTE 1) 42" (NOTE 1) 48" (NOTE 2) 42" (NOTE 2) 18" 0" (NOTE 3) 0" (NOTE 4) 0" (NOTE 3) 24" 24" 0 0 0 22" 0 0(A)48"42"48"42" MIN42" MIN22" MIN (1) FRONT APPROACH (2) SIDE APPROACH (3) FRONT APPROACH SLIDING (S) FOLDING (F) (5) POCKET OR HINGE APPROACH S & F (4) STOP OR LATCH APPROACH S & F MANEUVERING CLEARANCES AND SLIDING, FOLDING DOORS, AND DOORWAYS WITHOUT DOORS 24" MIN 48" MINMIN 12"48" MINX> 8"X> 8"60" MIN(1) PUSH SIDE (2) PUSH SIDE W/ BOTH CLOSER & LATCH (3) PULL SIDE MANEUVERING CLEARANCES & RECESSED DOORS 18" MIN 48" MINDOOR WIDTH60" MINMIN60"DOOR WIDTH48" MINDOOR WIDTH60" MIN 60" MIN 24" MIN36" MIN36" MIN MIN 12"60" MIN60" MIN T-SHAPED TURNING SPACE 6 0 " M I N CIRCULAR TURNING SPACE NOTES: 1. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 2. TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. 3. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO THE TURNING SPACES.30" MIN30" MIN 48" MINFORWARD APPROACH 36" MIN LESSTHAN 24"48" MIN < 15"30" MIN60" MIN NOTE: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. PARALLEL APPROACH POSITION OF CLEAR FLOOR SPACE PARALLEL APPROACH MANEUVERING CLEARANCE IN ALCOVE 48" MIN9" MIN11"6" 25"30" MIN8" MIN 27" MIN25" MAX 17" MIN 30" MINKNEE CLEARANCE PLAN TOE CLEARANCE PLAN TOE/KNEE CLEARANCE ELEVATION SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A TURNING SPACE AS PROVIDED BELOW. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS.27" MINREQUIRED CLR WIDTH FOR ACCESSIBLE ROUTES LEADING EDGE27" MAXGREATER THAN 80"4" MAX 4 1/2" MAX AT HANDRAILS. DR CLOSER & DR STOPS ALLOWED 78" MIN AFF PROVIDE GUARDRAIL OR BARRIER WHERE OBJECTS PROTRUDE ABOVE 80" 11"80" MAXREQ CLR PATH CIRCULATION15" MIN48" MAX20" MAX 48" MAX20"-25" MAX 44" MAXUNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH 34" MAX10" MAX 15" MIN10" MAX 34" MAX46" MAXOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH *TYPE A UNITS: 24" MAXIMUM REACH *TYPE B UNITS: 25 1/2" MAXIMUM REACH FOR TYPE B UNITS, PER ANSI 1004.9 EXCEPTION 10: WITHIN KITCHENS AND BATHROOMS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTER TOPS 36" MAXIMUM IN HEIGHT AND 25 1/2" MAXIMUM IN DEPTH. 10"-24" MAX 48" MAX48" MAX32" MIN36" MIN24" MAX 48" MIN 24" MAX60" MIN CLRCLR 42" MIN CLR 42" MIN48" MIN CLRFOR SEGMENTS EQUAL TO OR LESS THAN 24" CAN BE 32" MINIMUM WIDTH. CONSECUTIVE SEGMENTS OF 32" IN WIDTH MUST BE SEPARATED BY SEGMENTS 48" LONG BY 36" MINIMUM WIDE. SEGMENTS LARGER THAN 24" SHALL BE 36" IN WIDTH CLEAR WIDTH @ 180 TURN (OPTION A) CLEAR WIDTH @ 180 TURN (OPTION B) CLEAR WIDTH OF ACCESSIBLE ROUTE CLR 36" MIN CLR 36" MIN NOTES: 1. THERE SHALL BE NO PROJECTIONS INTO CLEAR OPENING WIDTH LOWER THAN 34" ABOVE FLOOR. PROJECTIONS INTO CLEAR OPENING WIDTH BETWEEN 34" & 80" ABOVE FINISHED FLOOR SHALL NOT EXCEED 4". 2. DOOR CLOSER AND STOPS SHALL BE PERMITTED TO BE 78" MINIMUM ABOVE FINISHED FLOOR. 3. IN ALTERATIONS, A PROJECTION OF 5/8" MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. (C) FOLDING DOOR (D) DOORWAYS WITHOUT DOORS (B) SLIDING DOORS (A) HINGED DOOR90°36" MIN 32" MIN 32" MIN 32" MININSIDE CLR15" MININSIDE CLR18" MININSIDE CLR3" MINI N S I D E C L R 1 5 " M I N I N S I D E C L R 1 5 " M I N I N S I D E C L R 1 5 " M I N INSIDE CLR 12" MIN INSIDE CLR 12" MIN INSIDE CLR 12" MIN CUSTOMER COMPARTMENT STANDARD PARCEL LOCKER LARGE PARCEL LOCKER 17" MAX INT BOTTOM SHELF15" MIN AFFARROW LOCK36" MIN - 48" MAX AFFTO PATRON LOCK54" MAX AFFNOTES: 1. AT LEAST (1) CUSTOMER COMPARTMENT SHALL BE POSITIONED LESS THAN 48" AFF. 2. NO PARCEL LOCKER COMPARTMENT (INT BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 15" AFF. 3. NO PATRON LOCK SHALL BE LOCATED MORE THAN 54" AFF. 4. NO CUSTOMER COMPARTMENT (INT BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" AFF. 5. THE USPS ARROW LOCK SHALL BE LOCATED BTW 36"-48" AFF. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:37:09 PM ACCESSIBILITY GUIDELINES - ROUTE DETAILS CS042 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 21 DOOR SURFACES AND VISION LIGHTS ICC/ANSI A117.1-2009 SECTION 404 17 DOORS AND DOORWAYS ICC/ANSI A117.1-2009 SECTION 404 13 DOORS AND DOORWAYS ICC/ANSI A117.1-2009 SECTION 404 12 DOORS AND DOORWAYS ICC/ANSI A117.1-2009 SECTION 404 16 DOORS AND DOORWAYS - CLEARANCES AND TWO DOOR SERIES ICC/ANSI A117.1-2009 SECTION 404 4 TURNING SPACE ICC/ANSI A117.1-2009 SECTION 304 3 CLEAR FLOOR SPACE ICC/ANSI A117.1-2009 SECTION 305 2 KNEE AND TOE CLEARANCES ICC/ANSI A117.1-2009 SECTION 306 1 PROTRUDING OBJECTS ICC/ANSI A117.1-2009 SECTION 307 9 REACH RANGES: FORWARD REACHES ICC/ANSI A117.1-2009 SECTION 308 8 REACH RANGES - SIDE REACHES ICC/ANSI A117.1-2009 SECTION 308 7 ACCESSIBLE ROUTES - CLEAR WIDTH REQUIREMENTS ICC/ANSI A117.1-2009 SECTION 402 6 DOORS AND DOORWAYS - GENERAL ICC/ANSI A117.1-2009 SECTION 404 18 MAILBOX COMPARTMENT SIZE USPS-STD-4C 19 FRONT LOADING MAILBOXES USPS-STD-4C NO. DATE DESCRIPTION AGENDA ITEM #6. c) NOTES: 1. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 2. LANDINGS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 3. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 4. CURB, RAMPS, AND THE FLARED SIDES OF CURB RAMPS SHALL NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. 5. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 6. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 7. IN ALTERATIONS, WHERE THERE IS NO LANDING AT THE TOP OF THE RAMP, CURB FLARES SHALL BE PROVIDED AT 1:12 MINIMUM. 8. HANDRAILS ARE NOT REQUIRED AT CURB RAMPS. 9. DIAGONAL OR CORNER-TYPE RAMPS WITH RETURNED CURBS OR OTHER WELL DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOMS OF DIAGONAL RAMPS SHALL HAVE 48" MINIMUM CLEAR SPACE OUTSIDE OF ACTIVE TRAFFIC LANES OF THE ROADWAY. 10. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24" DEEP DETECTABLE WARNING AT CURB RAMP ONLY. PARKING NOTES: 1. ACCESS AISLES SHALL ADJOIN TO AN ACCESSIBLE ROUTE. 2. ACCESS AISLES SHALL NOT OVERLAP WITH THE VEHICULAR WAY. 3. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING. 4. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR AISLE. 5. PARKING SPACES & ACCESS AISLES SHALL COMPLY WITH TYPICAL ACCESSIBLE FLOOR SURFACE REQUIREMENTS (SEE GENERAL ACCESSIBLE NOTES & DETAILS) & HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. 6. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 7. PARKING SPACES FOR VANS, ACCESS AISLES SERVING THEM, AND VEHICULAR ROUTES FROM AN ENTRANCE TO THE VAN PARKING SPACES AND FROM THE VAN PARKING SPACES TO A VEHICULAR EXIT SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98" MINIMUM. (114" MINIMUM AT PASSENGER LOADING ZONES.) 8. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. 9. WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN ACCESSIBLE." SUCH SIGNS SHALL BE MOUNTED 60" MINIMUM ABOVE THE PARKING SPACE TO THE BASE OF THE SIGN. NOTES: 1. CROSS SLOPES SHALL NOT BE STEEPER THAN 1:48. 2. FLOOR SURFACE SHALL COMPLY WITH CODE REQUIREMENTS. SEE GENERAL NOTES. 3. CLEAR WIDTH OF LANDING SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 4. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 5. WHERE DOORWAYS ARE ADJACENT TO RAMP LANDINGS, MANEUVERING CLEARANCES SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE DOORS ARE PROVIDED WITH LOCKS, LANDINGS SHALL BE SIZED TO PROVIDE REQUIRED TURNING SPACES. 6. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 7. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. 8. EDGE BARRIERS ARE NOT REQUIRED AT SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY OR HAVING A VERTICAL DROP-OFF OF 1/2" MAXIMUM WITHIN 10" HORIZONTALLY OF THE MINIMUM LANDING AREA. SLOPE RISE STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 STEEPER THAN 1:8 SHALL NOT BE PERMITTED 3" MAX 6" MAX ALLOWABLE RAMP DIMENSIONS AT EXISTING SIDE, BUILDING & FACILITIES STAIR NOTES: 1. STAIR LIGHTING FOR INTERIOR STAIRWAYS SHALL PROVIDE 10 FOOT-CANDLES OF LUMINANCE MEASURED AT THE CENTER OF TREAD SURFACES AND ON LANDING SURFACES WITHIN 24" OF NOSING. 2. LIGHTING CONTROLS, IF PROVIDED, SHALL HAVE OCCUPANCY-SENSING AUTOMATIC CONTROLS AND MEET THE REQUIRED FOOT-CANDLE REQUIREMENTS AT THE ENTRANCE LANDING, EACH STAIR FLIGHT ADJACENT TO THE ENTRANCE LANDING AND ON THE LANDING ABOVE AND BELOW THE ENTRANCE LANDING PRIOR TO ANY STEP BEING USED. 3. STAIR LEVEL IDENTIFICATION SIGNS SHALL BE IN TACTILE CHARACTERS COMPLYING WITH SIGNAGE REQUIREMENTS. SIGNAGE SHALL BE LOCATED AT EACH FLOOR LANDING IN ALL ENCLOSED STAIRWAYS ADJACENT TO THE DOOR LEADING FROM THE STAIRWELL INTO THE CORRIDOR. THE EXIT DISCHARGE DOOR SHALL HAVE A TACTILE SIGN STATING " EXIT" ACCESSIBILITY GENERAL NOTES: THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC/ANSI A117.1 CODE. THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC/ANSI A117.1 CODE. THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF TWO CODES: FAIR HOUSING ACT (FHA) AND THE CURRENT IBC 2018 EDITION WITH ICC/ANSI A117.1 CODE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. MIN 8' - 0" MIN 5' - 0" MIN 8' - 0"PER PLANSINTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL AREA TO BE MARKED MIN 5' - 0" MIN 8' - 0"PER PLANSINTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL AISLES MAY BE ON EITHER SIDE OF THE PARKING STALL AREA TO BE MARKED MIN 20' - 0"MIN8' - 0"MIN5' - 0"AREA TO BE MARKED VEHICLE PULL UP AREA MIN 8' - 0" MIN 8' - 0" AISLES MAY BE ON EITHER SIDE OF THE PARKING STALL. VAN PARKING SPACES THAT ARE ANGLED SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE SPACE. AREA TO BE MARKED OPTION 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL 12"1 TREADDN UP UP 44" MIN @ EXT36" MINLANDING LENGTH 60" MIN HANDRAILS PROVIDED FOR RUNS 30" MAX RISE FOR ANY RAMP RUN LANDING LENGTH 60" MIN OVER 6" RISE LANDING LENGTH 60" MIN LANDING LENGTH60" MINLANDING 60" MIN MIN 36" MIN 36" MIN 12" MIN 36" MIN 12" MIN 36" RAMP W/ CURBS RAMP W/ VERTICAL GUARDRAILS RAMP W/ EXTENDED PLATFORM RAMP W/ SIDE WALLS LANDING RAMP RUN 1:12 MAX SLOPE LANDING RAILING LANDING RAMP RAMP RUN RAMP RUN LANDING 4" MAXEXTERIOR RAMPS OR RAMPS USED FOR EGRESS SHALL HAVE A MINIMUM CLEAR WIDTH OF 44" WIDE PER WAC 1101.2.1.MAX1/4" - 1/2"MAX1/4"MAX1/2"MAX1/4"1 2 1 2 RESIDENTIAL) 1 1/4" MAX (3/4" MIN FOR NOTES: 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHT AND TREAD DEPTH. 2. OPEN RISER SHALL NOT BE PERMITTED. 3. PROVIDE HANDRAILS ON BOTH SIDES. 4. THE LEADING 2" OF EACH TREAD SHALL HAVE VISUAL CONTRAST FROM THE REMAINDER OF THE TREAD. 5. STAIR TREADS SHALL COMPLY WITH ALL FLOOR SURFACE REQUIREMENTS. 6. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 7. STAIRS TO COMPLY WITH ICC/ANSI A117.1-2009 SECTION 504. BEVELED NOSINGANGLED RISER BEVEL1/2" MAX1 1/4" MAX 1/2" RADIUS MAX M A X 3 0 ° M A X 3 0 ° MIN 1 1/2" MIN 1 1/2" MIN 1 1/2" 1 1/4" -2" MAX WIDTH 4" -6 1/4" PERIMETER 2 1/4" MAX WIDTH TOP OF RAIL 34" -38" AFF SURFACE OF RAMP, STAIR NOSING OR WALKING SURFACE NOTES: 1. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWELL POSTS, OTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS. 4" -6 1/4" PERIMETER 2 1/4" MAX WIDTH x x 27" MAX27" MAX27" MAX(A) BOTTOM HANDRAIL EXTENSION AT STAIR (B) TOP HANDRAIL EXTENSION AT STAIR (C) TOP & BOTTOM HANDRAIL EXTENSION AT RAMPS MIN 12" MIN 12" MIN 12" NOTES: 1. HANDRAILS SHALL EXTEND BEYOND & IN THE SAME DIRECTION OF STAIR FLIGHTS & RAMP RUNS. 2. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OR AN ADJACENT STAIR FLIGHT OR RAMP RUN. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:37:12 PM ACCESSIBILITY GUIDELINES - ROUTE DETAILS CS043 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 19 CURB RAMPS ICC/ANSI A117.1-2009 SECTION 406 14 ACCESSIBLE PARKING NOTES ICC/ANSI A117.1-2009 SECTION 502 9 RAMP NOTES ICC/ANSI A117.1-2009 SECTION 405 4 ACCESSIBLE STAIR NOTES ICC/ANSI A117.1-2009 SECTION 504 18 ADJACENT SPACES - ACCESSIBLE PARKING ICC/ANSI A117.1-2009 SECTION 502 13 CAR ACCESSIBLE PARKING ICC/ANSI A117.1-2009 SECTION 502 12 PASSENGER LOADING ZONE ICC/ANSI A117.1-2009 SECTION 50317VAN ACCESSIBLE PARKING ICC/ANSI A117.1-2009 SECTION 502 6 STAIR PLAN ICC/ANSI A117.1-2009 SECTION 504 & 505 7 RAMPS ICC/ANSI A117.1-2009 SECTION 405 & 502 WAC 1101.2.1 11 CHANGE OF LEVEL ICC/ANSI A117.1-2009 SECTION 303 1 STAIR DETAILS IBC 2018 1011.5.5 2 HANDRAILS ICC/ANSI A117.1-2009 SECTION 505 3 HANDRAILS ICC/ANSI A117.1-2009 SECTION 505 NO. DATE DESCRIPTION AGENDA ITEM #6. c) 8" MIN 9"MIN 11" MIN 6" WATER FLOW 11" MAX 18" MAX17" MINEQ EQ 30"X 42" CLEAR FLOOR SPACEOF SINK RIM34" MAX TO TOP11" MAX SOAP HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORY OR SINK NOTES: 1. THE REQUIREMENT FOR KNEE AND TOE CLEARANCES SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTIBOWL SINK. 2. A PARALLEL APPROACH SHALL BE PERMITTED AT WET BARS. 3. WHERE ENHANCED REACH RANGE IS REQUIRED AND LAVATORIES, FAUCETS AND SOAP DISPENSERS CONTROLS SHALL HAVE A REACH DEPTH OF 11" MAXIMUM OR ACTIVATED WITHIN 11" IF AUTOMATIC. 1 1/2"1 1/4"- 2" PROJECTING OBJECTS NOT ALLOWED WITHIN THIS AREA NOTES: 1. THE SPACE BETWEEN GRAB BARS & SHOWER CONTROLS. SHOWER FITTINGS AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE IN 1 1/2" MINIMUM. 2. SWING-UP GRAB BARS ARE NOT REQUIRED TO COMPLY WITH REQUIREMENTS FOR PROJECTING OBJECTS 3. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE GRAB BAR FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE TO BAR 34"-36" AFF TO TO GRIPPING SURFACE (EXCEPT VERT GRAB BARS & LOWER GRAB BAR & BATH TUB) 4" MIN-4.8" MAXIMUM PERIMETER 2" MAXIMUM CROSS SECTION 12" MINWALL HUNG TYPE STALL TYPE17" MAX30" X 48" CLEAR FLOOR SPACE, FORWARD APPROACH FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH OPERABLE PART REQUIREMENTS AND MOUNTED AT 44" MAXIMUM ABOVE FINISHED FLOOR MIN 5" MIN 15"EQEQ48" MIN MAX 3 1/2"EQEQ27" MIN CLRTO SPOUT AFF36" MAX FOR STANDING PERSONS38" MIN - 43" MAXNOTES: 1. ACCESSIBLE DRINKING FOUNTAINS SHALL COMPLY WITH CLEAR FLOOR SPACE, KNEE AND TOE CLEARANCES, REACH AND PROTRUDING OBJECT REQUIREMENTS. SEE GENERAL ACCESSIBILITY NOTES. 2. DRINKING FOUNTAINS FOR STANDING PERSONS NEED NOT COMPLY. 3. FOUNTAINS PRIMARILY FOR CHILDREN'S USE WHERE THE SPOUT IS 30" MAXIMUM AFF AND PARALLEL APPROACH IS PERMITTED. 4. PROVIDE WATER FLOW OF 4" MINIMUM HIGH. ANGLE OF THE WATER STREAM FROM SPOUTS LESS THAN 3 1/2" TO FRONT SHALL BE AT 30" MAX, BETWEEN 3 1/2" TO 5" SHALL BE 15" MAX MEASURED HORIZONTALLY FROM FRONT FACE. CLEAR FLOOR SPACE CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH PERMITTED IN EXISTING BUILDINGS OF FOR REPLACEMENTS FOR EXISTING FOUNTAINS ONLY CANE RAIL AT HEIGHT DRINKING FOUNTAIN. 4" AWAY FROM FRONT EDGE OF WATER FOUNTAIN (MIN 27" HEIGHT). OPTION: MANUFACTURERS MAY HAVE ALTERNATE SHROUDS. TOILET & BATHROOM NOTES: 1.TURNING SPACES SHALL BE PROVIDED WITHIN THE ROOM. SEE GENERAL ACCESSIBILITY NOTES. 2.CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES AND TURNING SPACES MAY OVERLAP. 3.DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE OR CLEARANCES FOR ANY FIXTURE. 4.PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, THE TURNING SPACE AND GRAB BARS ASSOCIATED WITH THE WATER CLOSET SHALL BE PERMITTED WITHIN THE REQUIRED CLEAR SPACE FOR THE WATER CLOSET. 5.WATER CLOSET SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 6.TOILET PAPER DISPENSERS SHALL NOT BE LOCATED BEHIND THE GRAB BARS. 7.DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DO NOT ALLOW CONTINUOUS PAPER FLOW. 8.WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REQUIRED GRAB BAR, THAT GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 9.NOT USED. 10.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH OPERABLE PART REQUIREMENTS. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 11.IN AMBULATORY ACCESSIBLE COMPARTMENTS, FLUSH CONTROLS SHALL BE PERMITTED ON EITHER SIDE OF THE WATER CLOSET. 12.TOILET AND BATHING ROOMS FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED THE FOLLOWING; a.DOORS MAY SWING INTO THE CLEAR FLOOR SPACE, PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO MEET NOTE 3 REQUIREMENTS. b.DOORS MAY SWING INTO THE CLEAR FLOOR SPACE IF THERE IS A 30”X 48”CLEAR FLOOR SPACE WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. c.ARE NOT REQUIRED TO MEET WATER CLOSET SEAT HEIGHT REQUIREMENTS. d.GRAB BARS ARE NOT REQUIRED PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT TYPICAL GRAB BAR INSTALLATION. e.KNEE AND TOE REQUIREMENTS AT LAVATORIES ARE NOT REQUIRED. f.HEIGHT REQUIREMENTS FOR THE TOP OF LAVATORIES IS NOT REQUIRED. g.GRAB BARS AT SHOWER COMPARTMENTS ARE NOT REQUIRED TO BE INSTALLED PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SHOWER COMPARTMENT REQUIREMENTS. 13. LAVATORIES AND SINKS a.A PARALLEL APPROACH COMPLYING WITH CLEAR SPACE REQUIREMENTS SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED. 14.A PERMANENT SEAT AT THE HEAD END OF THE BATHTUB OR A REMOVABLE IN-TUB SEAT SHALL BE PROVIDED. SEATS SHALL COMPLY WITH TUB AND SHOWER “SEAT”REQUIREMENTS. 15.SEAT STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER MOUNTING DEVICE OF SUPPORTING STRUCTURE. 16.SHOWERS: a.GRAB BARS SHALL COMPLY WITH TOILET AND BATHING ROOM GRAB BAR REQUIREMENTS. WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FLOOR. b.A HAND SHOWER WITH A HOSE 59”MINIMUM IN LENGTH, THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NON-POSITIVE SHUTOFF FEATURE. AN ADJUSTABLE-HEIGHT SHOWERS HEAD MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS NOT TO CONSTRUCT THE USE OF GRAB BARS. i.EXCEPTION: A FIXED SHOWER HEAD SHALL BE PERMITTED IN LIEU OF A HAND SHOWER WHERE THE SCOOPING PROVISIONS OF THE ADMINISTRATIVE AUTHORITY REQUIRE A FIXED SHOWER HEAD. c.THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENT SHALL BE 1/2”MAXIMUM IN HEIGHT IN ACCORDANCE WITH LEVEL CHANGE REQUIREMENTS. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2”MAXIMUM IN HEIGHT SHALL BE BEVELED, ROUNDED, OR VERTICAL. i.EXCEPTION: IN EXISTING FACILITIES, IN TRANSFER TYPE SHOWER COMPARTMENTS WHERE PROVISION OF A THRESHOLD 1//2”IN HEIGHT WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB, A THRESHOLD 2”MAXIMUM IN HEIGHT SHALL BE PERMITTED. d.SHOWER COMPARTMENT ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. i. SHOWERS SHALL DELIVER WATER THAT IS 120°F (49°C) MAXIMUM. 42" MAX 24" MIN 12" MAX 42" MIN 54" MIN 31" MIN - 41" MAX 39" MIN - 41" MAX18" MIN18" MIN(24" MIN**) 36" MIN PREFERRED MIN 12" (12" MIN**) 24"33" MIN - 36" MAX19" MAX17" MIN33" MIN - 36" MAX48" MAXMIN12"MIN1 1/2"AREA OF ALLOWED PROTRUDING DISPENSER SIDE WALLREAR WALL NOTE: ** REAR GRAB BAR IS PERMITTED TO BE 24" WHERE WALL SPACE DOES NOT PERMIT 36" MINIMUM LENGTH DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WC 60" MIN CLR 59" MIN CLR AT FLR MOUNTED FIXTURES56" MIN CLR AT WALL MOUNTED ACCESSIBLE WATER CLOSET SIDE WALL OR PARTITION OTHER FIXTURES NOT ALLOWED IN THIS AREA 60" MIN CLR AT WALL HUNG WC56" MIN CLR60" MIN CLR AT FLR MOUNTED WC59" MIN CLRNOTES: 1. TOILET COMPARTMENT DOORS AND HARDWARE SHALL COMPLY WITH ACCESSIBLE DOOR AND DOORWAY REQUIREMENTS EXCEPT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR. 2. THE DOOR SHALL BE SELF-CLOSING. 3. A DOOR PULL COMPLYING WITH ACCESSIBLE HARDWARE REQUIREMENTS SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. 4. DOORS SHALL NOT SWING INTO THE REQUIRED MIN AREA OF THE COMPARTMENT. 5. EXCEPTION: DOOR MAY SWING INTO FIXTURE CLEAR FLOOR SPACE: WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE IS COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, THE DOOR SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 604.3.2.2. WALL-HUNG WC FLOOR-MOUNTED WC (CHILD WC)6" MIN6" MIN 9" MIN12" MIN6" MIN 6" MIN ELEVATION -CHILDREN FLOOR-MOUNTED WC (CHILD WC) ELEVATION -ADULT PLANS: 1. TOE CLEAR AND FRONT PARTITION IS NOT REQUIRED IN COMPARTMENT GREATER THAN 62" FOR WALL-HUNG WC OR GREATER THAN 65" IN DEPTH WITH A FLOOR- MOUNTED WC. FOR CHILDREN, TOE CLR NOT REQUIRED IN COMPARTMENTS GREATER THAN 65" IN DEPTH. 2. TOE CLEAR AND SIDE PARTITION NOT REQUIRED IN COMPARTMENTS GREATER THAN 66" IN WIDTH.35" MAX40" MAX40" MIN - 48" MAX AFFMAX REACH DEPTH .5 INCH 2 INCHES 5 INCHES 6 INCHES 9 INCHES 11 INCHES MAX REACH HEIGHT 48 INCHES 48 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SHALL COMPLY WITH THE TABLE BELOW MIRROR AT LAVATORY SINK OR COUNTER MIRROR COAT HOOKS & SHELVES COAT HOOK: LOCATE WITHIN ONE OF THE REACH RANGES. SEE GENERAL ACCESSIBILITY NOTES 4" MIN4" MIN42" MIN CLRGRAB BARS SHALL COMPLY W/ TYPICAL WC GRAB BAR REQUIREMENTS ALTERNATE DR LOCATION COMPARTMENTS SHALL BE ARRANGEMENTS FOR LEFT-HAND OR RIGHT-HAND APPROACH TO WC LOCATE DR IN FRONT OR SIDE PARTITIONFARTHEST FROM WCCLR 1 1/2" CLR 32" MIN CLR 1 1/2"CLR1 1/2"ACCESSIBLE DOOR HANDLE SLIDING DOOR (SURFACE MOUNTED) NOTE: PROVIDE 1-1/2" CLR SPACE AROUND DOOR HANDLE IN OPEN & CLOSED POSITION ON BOTH SIDES OF THE DOOR.WALLWALLSHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:37:15 PM ACCESSIBILITY GUIDELINES - COMM PLUMBING LAYOUTS & HTS CS044 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 19 LAVATORIES & SINKS ICC/ANSI A117.1-2009 SECTION 606 9 GRAB BARS ICC/ANSI A117.1-2009 SECTION 606 13 URINALS ICC/ANSI A117.1-2009 SECTION 605 8 DRINKING FOUNTAINS ICC/ANSI A117.1-2009 SECTION 602 2 TYP TOILET & BATHING ROOM NOTES17WATER CLOSET - TYPICAL ELEVATION ICC/ANSI A117.1-2009 SECTION 604 12 WATER CLOSET - TYPICAL PLAN ICC/ANSI A117.1-2009 SECTION 604 7 ACCESSIBLE COMPARTMENTS ICC/ANSI A117.1-2009 SECTION 604 1 ACCESSIBLE COMPARTMENTS ICC/ANSI A117.1-2009 SECTION 60416MISCELLANEOUS BATHROOM FIXTURES ICC/ANSI A117.1-2009 SECTION 604 11 ACCESSIBLE COMPARTMENTS ICC/ANSI A117.1-2009 SECTION 604 ACCESSIBILITY GENERAL NOTES THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE AND FEDERAL REQUIREMENTS (2010 ADA STANDARDS). THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE AND FEDERAL REQUIREMENTS (2010 ADA STANDARDS). THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF THE FOLLOWING CODES: FAIR HOUSING ACT (FHA), THE CURRENT IBC 2015 EDITION WITH ICC/ANSI A117.1 CODE, AND FEDERAL FAIR HOUSING "SAFE HARBORS." THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. 6 ACCESSIBLE COMPARTMENTS ICC/ANSI A117.1-2009 SECTION 404 NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 7/15/2021 10:28:52 AM ENERGY CODE COMPLIANCE CS050 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 CONDITIONING TYPE ROOM SCHEDULE ROOM NUMBER ROOM NAME AREA Low Energy S001 STORAGE 529 S002 STORAGE 826 U103 UTILITIES 253 U104 MPOE ROOM 118 U105 MAINTENANCE STORAGE 1,324 U106 WATER HEATERING ROOM 245 S201 STORAGE 202 U203 SPKLR 357 U206 ELEC ROOM 226 4,079 Unconditioned P001 PARKING 29,189 P101 PARKING 60,063 L213 BREEZEWAY 421 P201 PARKING 11,830 P202 PARKING 31,480 U202 TRASH & COMPACTOR 491 U204 TRASH PICKUP 248 U205 TH TRASH 166 U207 TRASH & COMPACTOR 485 134,372 ROOM NUMBER ROOM NAME Room Use Type AREA # OF ROOMS Conditioned Residential 354,126 572 Retail 14,877 15 369,004 ALL ROOMS NOT LISTED AS LOW ENERGY OR UNCONDITIONED ARE CONDITIONED SPACE, TOTAL SF PROVIDED ONLY CONDITIONED ENCLOSURE WALL AREA (EXCLUDES OPENINGS) Type Mark Area Count F57Q0 7,465 76 I03G0 4,422 32 M60P0 7,111 14 M64K0 109 3 M64P0 6,896 65 M64P1 1,563 7 M65P2 1,099 14 M70P0 3,766 16 P00B0_FCP1 4 1 W54Q1 80,927 1263 W55Q2 3,676 9 Grand total: 1500 117,038 GROSS FLOOR AREA BY CONDITIONING TYPE VERTICAL FENESTRATION AREA CALCULATION SOLID WALL AREAFENESTRATION AREA WINDOW AREA Type Mark Width Height Count Rough Opening Area A1 6' - 0" 4' - 6" 478 12,906 A1S 6' - 0" 4' - 6" 1 27 A2 6' - 0" 5' - 0" 41 1,230 A3 7' - 0" 4' - 6" 65 2,048 A4 4' - 6" 4' - 6" 60 1,215 B1 6' - 0" 6' - 0" 166 5,976 B1S 6' - 0" 6' - 0" 44 1,584 B2 6' - 0" 6' - 6" 12 468 B2S 6' - 0" 6' - 6" 1 39 C1 2' - 6" 4' - 6" 64 720 C2 2' - 6" 5' - 0" 7 88 C3 6' - 0" 2' - 0" 20 240 C5 3' - 3" 2' - 0" 5 33 C6 3' - 6" 4' - 6" 4 63 D1 2' - 6" 6' - 0" 7 105 D2 3' - 3" 6' - 0" 20 390 E1 3' - 0" 4' - 6" 33 446 E2 3' - 0" 5' - 0" 1 15 E3 2' - 6" 4' - 6" 4 45 Grand total: 1033 27,636 STOREFRONT AREA Type Mark Area Count SF-02 140 2 SF-01 10,089 125 Grand total: 127 10,229 GLASS DOOR AREA Type Mark Width Height Count Rough Opening Area RE1 3' - 0" 7' - 0" 240 5,512 RE2 3' - 0" 7' - 0" 19 448 RE3 3' - 0" 7' - 10" 6 153 RE4 3' - 0" 7' - 10" 7 180 RE5 3' - 0" 8' - 4" 10 250 Grand total: 282 6,542 FENESTRATION % = FENESTRATION AREA TOTAL / (SOLID WALL AREA + FENESTRATION AREA) FENESTRATION % = 44,676 SF / 161,684 SF = 27.6% ENERGY CODE COMPLIANCE NOTES 1. THIS PROJECT IS USING THE PRESCRIPTIVE METHOD OF COMPLIANCE 2. THERMAL ENVELOPE INSULATION WILL BE IDENTIFIED IN ACCORDANCE WITH SECTION C303.1.1 OF WSEC 3. FENESTRATION U-FACTORED WILL BE DETERMINED & LABELED IN ACCORDANCE WITH C303.1.3 OF WSEC AND NFRC 100 4. ALL LUMINARIES INSTALLED ON WALLS PART OF THE BUILDING THERMAL ENVELOPE WILL BE SURFACE MOUNTED AND NOT INTERFERE WITH THERMAL ENVELOPE 5. PROJECT CLOSEOUT DOCUMENTATION IS REQUIRED TO BE PROVIDED TO THE OWNER OR OWNER'S AGENT WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY IN ACCORDANCE WITH C103.6 OF WSEC INCLUDING BUT NOT LIMITED TO APPLICABLE CALCULATIONS, WSEC COMPLIANCE REPORTS, AND FENESTRATION NFRC CERTIFICATES 6. ENERGY CODE COMPLIANCE ITEMS RELATED TO MECHANICAL AND ELECTRICAL WILL BE UNDER A SEPARATE PERMIT APPLICATION 7. PER C406.1 OF WSEC THIS PROJECT WILL ACHIEVE 3 CREDITS FROM ITEM 3. REDUCED LIGHTING POWER, AND 3 CREDITS FROM ITEM 5 ON-SITE SUPPLY OF RENEWABLE ENERGY 8. PROJECT WILL COMPLY WILL ALL APPLICABLE REQUIREMENTS OF C403.7.6 ENERGY RECOVERY VENTILATION SYSTEMS AND WILL BE PART OF THE MECHANICAL PERMIT APPLICATION ROOF AREA Type Mark Count Area EWRS1 31 65,664 Grand total: 31 65,664 M64P1 & SIM U-FACTOR COMPLIANCE SEE SHEETS AA010-AA012 FOR ASSEMBLY INFORMATION USING R-30 BATTS IN A 2X8 STUD CAVITY FOR R-30 NO. DATE DESCRIPTION ON-SITE RENEWABLE ENERGY CALCULATION PER WSEC C406.5 kBTU PER YEAR = 1.31(RETAIL kBTU PER YEAR PER SF) * RETAIL SF + 0.50 (MULTI-FAMILY RESIDENTIAL kBTU PER YEAR PER SF) * RESIDENTIAL SF kBTU PER YEAR = 1.31 * 14,877 SF + 0.50 * 354,126SF = 196,552 kBTU PER YEAR REQUIRED REF: AA2.NR.0 AND AA2.SR.0 FOR PV ARRAY LOCATION AGENDA ITEM #6. c) SOLERA CIVIL PLANS RENTON, WASHINGTON 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. “” 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) TITLE PARCEL ATPN: 7227801405TITLE PARCEL ATPN: 7227801206TITLE PARCEL BTPN: 7227801406 (727 ,974 .9 SQ .FT . )TITLE PARCEL CTPN: 7227801235 (73 ,364 .7 SQ .FT . ) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD11TH AVE NTITLE PARCEL ATPN: 7227801205 (319 ,566 .7 SQ .FT . )BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 40CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 43CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98LOT 1C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003LOT 2C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003 SUNSET LANE NELOT 2C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003PARCEL BPARCEL CLOT4LOT51601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) HAR RI N G T O N A VE N E 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE 12TH ST HARRINGTON PL NE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH ST1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) KIRKLAND AVE NENE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) TITLE PARCEL ATPN: 7227801405TITLE PARCEL ATPN: 7227801206TITLE PARCEL BTPN: 7227801406 (727 ,974 .9 SQ .FT . )TITLE PARCEL CTPN: 7227801235 (73 ,364 .7 SQ .FT . ) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E NE NE SUNSET BLVD11TH AVE NTITLE PARCEL ATPN: 7227801205 (319 ,566 .7 SQ .FT . )BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 40CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 43CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98BLOCK 39CORRECTED PLAT OFRENTON H IGHLANDS NO . 2V.57 / PGS .92 -98LOT 1C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003LOT 2C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003 SUNSET LANE NELOT 2C.O .R . LOT L INE REV IS IONLLA 003 -82REC. NO . 8204219003PARCEL BPARCEL CLOT4LOT51601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) HAR RI N G T O N A VE N E 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE 12TH ST HARRINGTON PL NE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH ST1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) KIRKLAND AVE NENE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) KIRKLAND AVE NENE SUN S ET B LVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE 12TH ST 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE 10TH ST1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) D E C.5 E.3 1 2 3 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. ï ï ï ï ³ D C B A 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1 0 ' - 0 " 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1 0 ' - 0 " 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1 0 ' - 0 " 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) NE SUNSET BLVDNE 10TH STKIRKLAND AVE NENE 12TH ST HARRINGTON PL NEHAR RI N G T O N A V E N E NE SUNSET BLVD 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 3/12/2021 FOR REFERENCE ONLY AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3JT2219.41G.32112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3JT2219.41G.32112RP1413a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892GMNQS13H1011LM.6P.4F.3JT19.41G.312RP2DEFGHCBAF.3J1G.3a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3J2219.41G.32112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3J2219.41G.32112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3J2219.41G.32112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892DEFGMNQS13H1011LCBKAM.6P.4F.3JT2219.41G.32112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.1918201716151434567892MNQS131011LKM.6P.4T19.412112RPa AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a ··AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) Know what'sbelow.Callbefore you dig.a AGENDA ITEM #6. c) A101 1 1 1 1 A101 1 1 1 1 1 A101 SIM 1 A101 SIM A101 1 SIM A101 1 SIM BUILDING ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL SECTION DETAIL CALLOUT TITLE BAR ROOM NAME 101 Name Elevation 0 GRIDLINE LEVEL SPOT ELEVATION ROOM TAG 101 DOOR TAG 1t WINDOW TAG D010H WALL TAG 1t STOREFRONT TYPE SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CF CEILING FAN WF WHOLE HOUSE FAN F EXHAUST FAN ELECTRICAL PANEL, PER ELECTRICAL FIRE EXTINGUISHER CABINET - FEC (SURFACE MOUNTED) FIRE EXTINGUISHER CABINET - FEC (RECESSED) FEC FEC EXIT LUMINAIRE. SHADED SIDE INDICATES FACE SIDE. PROVIDE DIRECTIONAL ARROW(S) AS INDICATED ON PLAN STANDPIPESP RECESSED KNOX BOXKB SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 1:12:15 PM SYMBOLS, ABBREVIATIONS, & GENERAL NOTES AA000 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 FD FLOOR DRAIN FCS FIBER CEMENT SIDING FCP FIBER CEMENT PANEL FAB FABRICATOR EXT EXTERIOR EXH EXHAUST EQUIP EQUIPMENT EQ EQUAL EO EDGE OF ENCL ENCLOSURE ELEV ELEVATOR ELEC ELECTRICAL EL ELEVATION EJ EXPANSION JOINT EA EACH E EAST (E) EXISTING DWR DRAWER DWG DRAWING DW DISHWASHER DTL DETAIL DS DOWNSPOUT DR DOOR DN DOWN DIA DIAMETER DEMO DEMOLISH CW COLD WATER CTRL CONTROL CSMT CASEMENT CPT CARPET CORR CORRIDOR COORD COORDINATE CONTR CONTRACT(OR) CONT CONTINUOUS CONST CONSTRUCTION CONN CONNECTION CONC CONCRETE COL COLUMN CNTR COUNTER CMU CONCRETE MASONRY UNIT CLR CLEAR(ANCE) CLO CLOSET CLG CEILING CL CENTERLINE CIP CAST IN PLACE CH CHANNEL CFS CLEAR FLOOR SPACE CER CERAMIC CEM CEMENT CB CATCH BASIN CAN CANOPY CAB CABINET BTW BETWEEN BTM BOTTOM BSMT BASEMENT BRK BRICK BRG BEARING BR BEDROOM BO BOTTOM OF BM BEAM BLDG BUILDING BF BARRIER FREE BE BUILDING ENVELOPE BA BATH AWN AWNING AUTO AUTOMATIC ASF ABOVE SUB FLOOR ARCH ARCHITECT(URAL) APT APARTMENT APPROX APPROXIMATE(LY) ALT ALTERNATE AL ALUMINUM AJST ADJUSTABLE AFF ABOVE FINISHED FLOOR ADJ ADJACENT ADDL ADDITIONAL ABV ABOVE AB AIR BARRIER A/C AIR CONDITIONING ABBREVIATIONS PERM PERMEABLE PERIM PERIMETER PERF PERFORATED OVHD OVERHEAD OPP OPPOSITE OPG OPENING OH OPPOSITE HAND OFF OFFICE OD OUTSIDE DIAMETER OC ON CENTER OA OVERALL NTS NOT TO SCALE NSF NET SQUARE FEET NO NUMBER NIC NOT IN CONTRACT N/A NOT APPLICABLE N NORTH (N) NEW MTL METAL MISC MISCELLANEOUS MIR MIRROR MIN MINIMUM, MINUTE MFR MANUFACTURER MEZZ MEZZANINE MED MEDIUM MECH MECHANICAL MAX MAXIMUM MAT MATERIAL MAINT MAINTENANCE LRG LARGE LB POUND LAV LAVATORY LAM LAMINATED KW KILOWATTS JT JOINT JAN JANITOR INT INTERIOR INSUL INSULATION INCL INCLUDED, INCLUDING IN INCH ID INSIDE DIAMETER HW HOT WATER HVAC HEATING, VENTILATION, & AIR CONDITIONING HT HEIGHT HR HOUR HOR HORIZONTAL HM HOLLOW METAL HDWD HARDWOOD HDR HEADER HD HEAVY DUTY HB HOSE BIB GYP GYPSUM GWB GYPSUM BOARD GSF GROSS SQUARE FEET GL GLASS GC GENERAL CONTRACTOR GB GRAB BAR GALV GALVANIZED GA GAUGE FURN FURNITURE FTG FOOTING FT FEET FRT FIRE RETARDANT TREATED FOS FACE OF STUD FOM FACE OF MASONRY FOF FACE OF FINISH FOC FACE OF CONCRETE FO FACE OF FLUOR FLUORESCENT FLR FLOOR FIN FINISHED FF FINISHED FLOOR FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER FDN FOUNDATION WT WEIGHT WRB WEATHER RESISTANT BARRIER WR WEATHER RESISTANT WIN WINDOW WH WATER HEATER WD WOOD WC WATER CLOSET W/O WITHOUT W/D WASHER/DRYER W/ WITH W WEST, WIDE VTR VENT TO ROOF VIF VERIFY IN FIELD VERT VERTICAL VEN VENEER VCT VINYL COMPOSITION TILE UTIL UTILITY UNO UNLESS NOTED OTHERWISE TYP TYPICAL TOW TOP OF WALL TOP TOP OF PARAPET TOCB TOP OF CURB TOC TOP OF CONCRETE TO TOP OF THK THICK(NESS) TEMP TEMPORARY TEL TELEPHONE TBD TO BE DETERMINED T&G TONGUE AND GROOVE T TREAD SW SHEAR WALL, SOUTHWEST SUSP SUSPENDED STRUCT STRUCTURE, STRUCTURAL STOR STORAGE STL STEEL STD STANDARD STC SOUND TRANSMISSION COEFFICIENT SS STAINLESS STEEL SQ SQUARE SPKLR SPRINKLER SPEC SPECIFICATION SPC SPACE, SPACED, SPACING SP STANDPIPE SM SMOKE CONTROL DOOR SIM SIMILAR SHTG SHEATHING SHT SHEET SG SAFETY GLAZING SF SQUARE FEET SCHED SCHEDULE S/A SUPPLY AIR S SOUTH, SHELF ROW RIGHT OF WAY RO ROUGH OPENING RM ROOM REV REVERSE, REVISION REQD REQUIRED REF REFRIGERATOR RD ROOF DRAIN RCP REFLECTED CEILING PLAN RC RESILIENT CHANNEL RAD RADIUS R/A RETURN AIR R&S ROD AND SHELF R RISER, ROD QTY QUANTITY PT PRESSURE TREATED, POST-TENSIONED PSI POUNDS PER SQUARE INCH PROP PROPERTY PROJ PROJECT PRELIM PRELIMINARY PR PAIR PNT PAINT PLWD PLYWOOD PLAM PLASTIC LAMINATE PL PROPERTY LINE, PLATE PKG PARKING, PACKAGE PH PHASE PERP PERPENDICULAR NO. DATE DESCRIPTION AGENDA ITEM #6. c) NOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF AIRSPACE. NOTES: 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS, SHTG PER STRUCTURAL ATTACHED DIRECTLY TO STUDS UNDER REQUIRED FIRE PROTECTION LAYER(S). 2. NON-RATED ASSEMBLIES SHALL USE 5/8" TYPE "X" GWB U.N.O.. 3. AT ALL INTERIOR WET LOCATIONS USE WATER AND MOLD RESISTANT GWB OR GLASS- MAT, WATER AND MOLD REISISTANT BACKER. 4. WHEN WALLS CONTAIN BATT INSULATION FOR ACOUSTIC PERFORMANCE: ABUT TO UNIT SIDE OF WALL FACE OR THE FUNCTION REQUIRING THE ACOUSTIC PERFORMANCE, AND PLACE CONTINUOUS ACOUSTIC CAULK AT TOP, BOTTOM & SIDES OF EACH OUTSIDE LAYER OF GWB. REFER TO THE ACOUSTIC REPORT FOR ADDITIONAL INFO. 5. WHERE ELECTRICAL BOXES OCCUR WITHIN 24" OF ONE ANOTHER USE ACOUSTIC PUTTY PADS ON BOTH BOXES. DO NOT PLACE J-BOXES BACK TO BACK IN SAME STUD BAY. 6. WHERE WALL SURFACES ARE TO RECEIVE SPECIAL FINISH APPLICATIONS - REFER TO SELECTED FINISH MANUFACTURER REQUIREMENTS FOR MINIMUM ALLOWABLE DEFLECTION OF FINISH PRODUCT WHEN SELECTING STUD SIZES. 7. PROVIDE FREE DRAINAGE (VERTICAL FURRING) AT WRB PER BE ASSEMBLY NOTES. 8. SEE FIRE TEST REPORTS ON A030. 9. AT BEDROOMS ADJACENT TO PLUMBING PROVIDE (2) LAYERS GYPSUM ON BEDROOM SIDE OF WALL. 10. PROVIDE INSULATION AT ALL PLUMBING WALLS. REFER TO ACOUSTIC REPORT FOR ADDITIONAL INFORMATION. 11. INFORMATION IN ASSEMBLY FIRE TEST REPORTS SHALL TAKE PRECEDENCE OVER INFORMATION SHOWN IN WALL ASSEMBLIES. VARIATIONS --SUBSTRATE / CAVITY-- 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT 5/8" GWB TYPE X --INTERIOR-- W01L0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALLW01INTERIOR VARIATIONS --UNIT-- GWB PER FIRE TEST REPORT SHTG WHERE OCCURS PER STRUCT 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 1/2" AIRSPACE CENTERLINE AIRSPACE 1/2" AIRSPACE 3 1/2" STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- WW14L1 FIRE RATING: 1 HR REF FILE: GA WP 3370 STC RATING: 40-49UNIT DEMISING WALLWWUNITVARIATIONS --SUBSTRATE / CAVITY-- WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 5/8" GWB TYPE X --INTERIOR-- W02P0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALL W/ INSULW02INTERIOR VARIATIONS --UNIT-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 1/2" AIRSPACE CENTERLINE AIRSPACE 1/2" AIRSPACE 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --UNIT-- WW14L2 FIRE RATING: 2 HR REF FILE: GA WP 3820 STC RATING: 55-59UNIT FIRE WALL, 2HRWWUNITVARIATIONS --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W21L2 FIRE RATING: 2 HR REF FILE: GA WP 4135 STC RATING: 40-44INTERIOR INT PARTITION W/ SHEAR, 2 HRW21INTERIOR --EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS EXT GYP SHTG PER FIRE TEST REPORT 7 1/4" WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @ R-25 (R-30 BATT COMPRESSED) GWB PER FIRE TEST REPORT --INTERIOR-- W54Q1 FIRE RATING: 1HR REF FILE: GA WP 8105EXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, 1 HRW54INTERIOR --EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS EXT GYP SHTG PER FIRE TEST REPORT EXT GYP SHTG PER FIRE TEST REPORT 7 1/4" WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @R25 (R-30 BATT COMPRESSED) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W55Q2 FIRE RATING: 2 HR REF FILE: GA WP 8415EXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, 2 HRW55INTERIORNOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF AIRSPACE. VARIATIONS --INTERIOR-- GWB PER FIRE TEST REPORT 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT GWB PER FIRE TEST REPORT --INTERIOR-- W10L1 FIRE RATING: 1 HR REF FILE: GA WP 3605INTERIOR INTERIOR PARTITIONW10INTERIOR VARIATIONS --CORRIDOR / COMMON SPACE-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 5 1/2" PLT W/ STAGGERED 3 1/2" WD @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- W35P1 FIRE RATING: 1 HR REF FILE: GA WP 3380 STC RATING: VERIFY W/ ACOUSTIC CONSULTANTCORRIDOR / COMMON SPACECORRIDOR, 1 HRW35UNIT --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 5 1/2" PLT W/ STAGGERED 3 1/2" WD @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W25P2 FIRE RATING: 2 HR REF FILE: GA WP 3910 STC RATING: 50-54INTERIOR FIRE BARRIER/FIRE WALL, 2 HRW25INTERIOR --CORRIDOR / COMMON SPACE-- GWB PER FIRE TEST REPORT RESILIENT CHANNELS 24" OC 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- W15L1 FIRE RATING: 1 HR REF FILE: GA WP 3243 STC RATING: VERIFY W/ ACOUSTIC CONSULTANTCORRIDOR / COMMON SPACECORRIDOR, 1 HRW15UNIT VARIATIONS --INTERIOR-- 5/8" GWB TYPE X 5 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 5/8" GWB TYPE X --INTERIOR-- W11P0 FIRE RATING: NRINTERIOR INTERIOR PARTITION W/PLUMBINGW11INTERIOR --EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS PLYWD SHTG PER FIRE TEST REPORT 7 1/4" WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @ R-25 (R-30 BATT COMPRESSED) GWB PER FIRE TEST REPORT --INTERIOR-- W53Q1 FIRE RATING: 1HR REF FILE: UL U356EXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, 1 HRW53INTERIOR SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:06 PM WALL ASSEMBLIES - COMBUSTIBLE AA010 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 WW14L1-3 2X4 / 2X4 1 HR 3" AIRSPACE WW14L1-5 2X4 / 2X4 1 HR 5" AIRSPACE WW14LP1 2X6 / 2X4 1 HR 2x 2 HR W01P0 2X6 NR W02L0 2X4 NR W02Q0 2X8 NR W10L0 2X4 NR W10P0 2X6 NR W10P1 2X6 1 HR W21P2 2X6 2 HR W35Q1 2X8 1 HR W11Q0 2X8 NR INSUL LEGEND Material: Name Material: Description INSUL-01 FIBERGLASS BATTS BATT (FIBERGLASS) INSUL-02 (SOUND) SOUND (MINERALWOOL BATTS) INSUL-03 MINERAL WOOL BLANKETS MINERAL WOOL INSUL-04 EPS BELOW GRADE (EPS) BELOW GRADE RIGID,FILL @ TOPPING SLABS INSUL-05 POLYISO-ROOF ROOF - Polyiso insulation board INSUL-06 POLYISO POLYISO INSULATION FOIL FACED INSUL-10 XPS XPS - EXTRUDED POLYSTYRENE NO. DATE DESCRIPTION AGENDA ITEM #6. c) VARIATIONS --INTERIOR-- 5/8" GWB TYPE X 3 5/8" MTL STUD 5/8" GWB TYPE X --INTERIOR-- M10K0 FIRE RATING: NRINTERIOR PARTITIONM10INTERIORVARIATIONS --SUBSTRATE/CAVITY-- 6" MTL STUD INSUL-02 (SOUND) 5/8" GWB TYPE X --INTERIOR-- M02P0 FIRE RATING: NRSUBSTRATE/CAVITYFURRED WALL W/ INSULM02INTERIOR --SUBSTRATE / CAVITY-- 3 5/8" MTL STUD 5/8" GWB TYPE X --INTERIOR-- M01K0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALLM01INTERIOR --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- M20P2 FIRE RATING: 2 HR REF FILE: GA WP 1206 STC RATING: 40-44INTERIOR FIRE BARRIER, 2 HRM20INTERIOR VARIATIONS --UNCONDITIONED SPACE-- CONC-01 2" INSUL-04 EPS (R-9.5) ON WALL NOTED W/"CI" --CONDITIONED SPACE-- C00Q3_CI FIRE RATING: 3 HR REF FILE: IBC 2018 TABLE 721.1(2), ITEM 4UNCONDITIONED SPACECONCRETE WALLC00CONDITIONED SPACEVARIATIONS --EXTERIOR-- 8" CMU, FINISH PER ELEVATION --INTERIOR-- U00Q2 FIRE RATING: 2 HR REF FILE: IBC 2018 TABLE 721.1(2), ITEM 3EXTERIOR CMU WALLU00INTERIORVARIATIONS --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2 1/2" MTL CH STUD INSUL-03 GYP LINER PER FIRE TEST REPORT --SHAFT-- M26H2 FIRE RATING: 2 HR REF FILE: GA WP 7265 (PROPRIETARY) STC RATING: VERIFY W/ ACOUSTIC CONSULTANTINTERIOR SHAFTWALL, 2 HRM26SHAFT --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2 1/2" MTL CH STUD INSUL-02 (SOUND) PROPRIETARY GYP LINER PER FIRE TEST REPORT --SHAFT-- M36H3 FIRE RATING: 3 HR REF FILE: GA WP 7400 (PROPRIETARY) STC RATING: 50-54INTERIOR SHAFTWALL, 3 HRM36SHAFT --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- M21P2 FIRE RATING: 2 HR REF FILE: GA WP 1548 STC RATING: 50-54INTERIOR PARTITION W/ INSULM21INTERIOR --CORRIDOR / COMMON AREA-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- M31P1 FIRE RATING: 1 HR REF FILE: GA WP 1052 STC RATING: 50-54CORRIDOR / COMMON AREACORRIDOR, 1 HRM31UNITVARIATIONS GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT M11P1 FIRE RATING: 1 HR REF FILE: GA WP 1206 STC RATING: 40-44 PARTITION W/ INSULM11 --SUBSTRATE / CAVITY-- 7/8" MTL HAT CHNL 5/8" GWB TYPE X --INTERIOR-- H01C0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALL - HAT CHNLSH01INTERIOR VARIATIONS --EXTERIOR FINISH ASSEMBLY-- 2" INSUL-03 (R-8.4) WRB, SEE BE DWGS EXT GYP SHTG PER FIRE TEST REPORT 6" MTL STUD INSUL-01 FIBERGLASS BATTS (R-21) GWB PER FIRE TEST REPORT --INTERIOR-- M64P1 FIRE RATING: 1 HR REF FILE: GA WP 8005 (PROPRIETARY)EXTERIOR FINISH ASSEMBLYEXTERIOR WALL, 1 HRM64INTERIOR --MASS WALL-- 2" INSUL 06 POLYISO 5/8" GWB TYPE X --UNCONDITIONED SPACE-- I03G0 FIRE RATING: NRMASS WALLCI ON UNCONDITIONED SIDE OF MASSWALL I03 UNCONDITIONED SPACE--EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS 5/8" FIBER REINF GYP SHTG 2X8 FRT WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @ R-25 (R-30 BATT COMPRESSED) 5/8" GWB TYPE X --INTERIOR-- F57Q0 FIRE RATING: NREXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, NRF57INTERIOR --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- M91P3-L FIRE RATING: 3 HR REF FILE: UL W460INTERIOR INTERIOR LOAD-BEARING, 3 HRM91INTERIOR--UNCONDITIONED SPACE-- 5/8" GWB TYPE X 2" INSUL-10 (R9) 6" MTL STUD INSUL-01 FIBERGLASS BATTS (R21) 5/8" GWB TYPE X --INTERIOR-- M70P0 FIRE RATING: NRUNCONDITIONED SPACETHERMAL WALL, NRM70INTERIOR--UNCONDITIONED SPACE-- 5/8" GWB TYPE X 2" INSUL-10 (R9) GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-01 FIBERGLASS BATTS R21 GWB PER FIRE TEST REPORT --INTERIOR-- M70P1 FIRE RATING: 1 HR REF FILE: GA WP 1206 STC RATING: 40-44UNCONDITIONED SPACETHERMAL WALL, 1 HRM70INTERIOR --UNCONDITIONED SPACE-- 2" INSUL-10 (R9) 1/2" AIRSPACE 6" MTL STUD INSUL-01 FIBERGLASS BATTS (R21) 5/8" GWB TYPE X --INTERIOR-- M60P0 FIRE RATING: NRUNCONDITIONED SPACETHERMAL WALL, NRM60INTERIOR NOTES: 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS, SHTG PER STRUCTURAL ATTACHED DIRECTLY TO STUDS UNDER REQUIRED FIRE PROTECTION LAYER(S). 2. NON-RATED ASSEMBLIES SHALL USE 5/8" TYPE "X" GWB U.N.O.. 3. AT ALL INTERIOR WET LOCATIONS USE WATER AND MOLD RESISTANT GWB OR GLASS- MAT, WATER AND MOLD REISISTANT BACKER. 4. WHEN WALLS CONTAIN BATT INSULATION FOR ACOUSTIC PERFORMANCE: ABUT TO UNIT SIDE OF WALL FACE OR THE FUNCTION REQUIRING THE ACOUSTIC PERFORMANCE, AND PLACE CONTINUOUS ACOUSTIC CAULK AT TOP, BOTTOM & SIDES OF EACH OUTSIDE LAYER OF GWB. REFER TO THE ACOUSTIC REPORT FOR ADDITIONAL INFO. 5. WHERE ELECTRICAL BOXES OCCUR WITHIN 24" OF ONE ANOTHER USE ACOUSTIC PUTTY PADS ON BOTH BOXES. DO NOT PLACE J-BOXES BACK TO BACK IN SAME STUD BAY. 6. WHERE WALL SURFACES ARE TO RECEIVE SPECIAL FINISH APPLICATIONS - REFER TO SELECTED FINISH MANUFACTURER REQUIREMENTS FOR MINIMUM ALLOWABLE DEFLECTION OF FINISH PRODUCT WHEN SELECTING STUD SIZES. 7. PROVIDE FREE DRAINAGE (VERTICAL FURRING) AT WRB PER BE ASSEMBLY NOTES. 8. SEE FIRE TEST REPORTS ON A030. 9. AT BEDROOMS ADJACENT TO PLUMBING PROVIDE (2) LAYERS GYPSUM ON BEDROOM SIDE OF WALL. 10. PROVIDE INSULATION AT ALL PLUMBING WALLS. REFER TO ACOUSTIC REPORT FOR ADDITIONAL INFORMATION. 11. INFORMATION IN ASSEMBLY FIRE TEST REPORTS SHALL TAKE PRECEDENCE OVER INFORMATION SHOWN IN WALL ASSEMBLIES. --UNIT-- GWB PER FIRE TEST REPORT 3 5/8" MTL STUD INSUL-02 (SOUND) 1/2" AIRSPACE CENTERLINE AIRSPACE 1/2" AIRSPACE 3 5/8" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- MM13K1 FIRE RATING: 1 HR REF FILE: GA WP 5015 STC RATING: 50-54UNIT DEMISING WALLMMUNIT--INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-01 FIBERGLASS BATTS (R-21) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2" INSUL-03 (R-8.4) --EXTERIOR-- M93P3-LT FIRE RATING: 3 HR REF FILE: UL W460INTERIOR LOAD-BEARING THERMAL WALL, 3 HRM93EXTERIOR --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 6" MTL STUD INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- M91P3 FIRE RATING: 3 HR REF FILE: GA WP 2750 (PROPRIETARY) STC RATING: 55-59INTERIOR FIRE WALL, 3 HRM91INTERIOR--EXTERIOR FINISH ASSEMBLY-- 2" INSUL-03 (R-8.4) WRB, SEE BE DWGS EXT GYP SHTG PER FIRE TEST REPORT EXT GYP SHTG PER FIRE TEST REPORT 6" MTL STUD INSUL-03 (R21) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- M65P2 FIRE RATING: 2 HR REF FILE: GA WP 1548EXTERIOR FINISH ASSEMBLYEXTERIOR WALL, 2 HRM65INTERIOR--BELOW GRADE MASS WALL PER PLANS-- INSUL 04 EPS @ R13.3 --BACKFILL/GRADE-- FIRE RATING: NRBELOW GRADE MASS WALL PERPLANSBELOW GRADE CII00BACKFILL/GRADEVARIATIONS --EXT FINISH ASSEMBLY PER ELEVATION-- 5/8" EXT GYP SHEATHING WRB, SEE BE DWGS 3 5/8" MTL STUD INSUL-01 FILL CAVITY WRB, SEE BE DWGS 5/8" EXT GYP SHEATHING --BALCONY/CORTYD EXT FINISH P00B0-FCP1-- M53K0 FIRE RATING: NREXT FINISH ASSEMBLY PERELEVATIONM53 BALCONY/CORTYD EXT FINISHP00B0-FCP1SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:23 PM WALL ASSEMBLIES - NON-COMBUSTIBLE AA011 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 M26L2 4" CH 2 HR C00R3 10" 3 HR C00R3_CI 10" 3 HR R9.5ci C00S3 12" 3 HR C00U3 16" 3 HR C00P0 6" NR C00Q3 8" 3 HR C00Q3_CI 8" 3 HR R9.5ci U00Q0 8" NR U00Q1 8" 1 HR M10J0 3 ½” NR M10P0 6" NR M02K0 3 ⅝" NR M11K0 3 ⅝" NR M11P0 6" NR M64K0 3 ⅝" NR R21+R8.4ci M64P0 6" NR R21+R8.4ci MM93K3 3 ⅝" / 3 ⅝" 3 HR INSUL LEGEND Material: Name Material: Description INSUL-01 FIBERGLASS BATTS BATT (FIBERGLASS) INSUL-02 (SOUND) SOUND (MINERALWOOL BATTS) INSUL-03 MINERAL WOOL BLANKETS MINERAL WOOL INSUL-04 EPS BELOW GRADE (EPS) BELOW GRADE RIGID,FILL @ TOPPING SLABS INSUL-05 POLYISO-ROOF ROOF - Polyiso insulation board INSUL-06 POLYISO POLYISO INSULATION FOIL FACED INSUL-10 XPS XPS - EXTRUDED POLYSTYRENE M53P0 6" NR NO. DATE DESCRIPTION AGENDA ITEM #6. c) VARIATIONS --EXTERIOR-- FIBER CEMENT PANEL - SANDSTONE BEIGE 1X FURRING --EXT STRUCT ASSEMBLY-- P00B0_FCP1 FIRE RATING: NREXTERIOR EXT FINISH - FIBER CEMENT PANELP00EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- BRAKE METAL - COLOR 2 --EXT STRUCT ASSEMBLY-- BM02 EXTERIORBRAKE METAL CLADDINGBMEXT STRUCT ASSEMBLY--EXTERIOR-- CULTURED STONE MORTAR BED 1/4" CEMENT BACKER BOARD 1X FURRING --EXT STRUCT ASSEMBLY-- V00B0_STN1 FIRE RATING: NREXTERIOR STONE VENEERV00EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- ECON BRICK - STACK BOND 1 7/8" AIRSPACE --EXT STRUCT ASSEMBLY-- B00K0_BR1 FIRE RATING: NREXTERIOR ECONOMY BRICKB00EXT STRUCT ASSEMBLY--EXTERIOR-- FIBER CEMENT PLANK LAP SIDING - ASPEN RIDGE 1X FURRING --EXT STRUCT ASSEMBLY-- P00B0_FCL1 FIRE RATING: NREXTERIOR EXT FINISH - FIBER CEMENT LAP SIDING P00 EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- ACM PANEL - MEDIUM BRONZE 5/8" Z FURRING --EXT STRUCT ASSEMBLY-- Z00A0_ACM1 FIRE RATING: NREXTERIOR EXT FINISH - ACM PANELZ00EXT STRUCT ASSEMBLY2018 WSEC: RESIDENTIAL STEEL FRAMED R-19+R-8.5ci RESIDENTIAL UNIT/CORRIDORGARAGE 2" XPS AT R4.7 / INCH R-19 BATT IN 6" STEEL STUDS 5/8" GYP BD 1/2" AIRSPACE CONCRETE WALL PER PLANS 2018 WSEC: RESIDENTIAL STEEL FRAMED R-19+R-8.5ci RESIDENTIAL UNIT/CORRIDORGARAGE/OTHER UNCONDITIONED SPACE 2" XPS AT R4.7 / INCH R-19 BATT IN 6" STEEL STUDS 5/8" GYP BD 5/8" GYP BD GARAGE 2018 WSEC: RESIDENTIAL MASS WALL R-13.3ci 2.5" XPS (FOAMULAR) = R-13.5 2" POLYISO (Rmax Thermasheath) = R-13.1 CONCRETE WALL PER PLANS 5/8" GYP BD Z-GIRT OR CLIP STAIR / ELEVATOREXTERIOR 2018 WSEC: RESIDENTIAL MASS WALL R-13.3ci 2.5" XPS (FOAMULAR) = R-13.5 2" POLYISO (Rmax Thermasheath) = R-13.1 CONCRETE WALL PER PLANS FURRING Z-GIRT OR CLIP CONDITIONED SPACE (STAIR, ETC.) SIDING PER ELEVATIONS EXTERIOR 2018 WSEC: COMMERCIAL MASS WALL R-9.5ci 2" XPS (FOAMULAR) = R-10.8 2" MINERAL FIBER BLANKET AT R-4.2 / INCH = R-8.4 CONCRETE WALL PER PLANS FURRING Z-GIRT OR CLIP CONDITIONED SPACE COMMERCIAL SIDING PER ELEVATIONS CONCRETE SEALER CONCRETE EXTERIOR WALL AT COMMERCIAL CONCRETE EXTERIOR WALL AT RESIDENTIAL - exterior CONCRETE WALL AT STAIR / ELEVATOR - inside METAL FRAMED WALL AT GARAGE (AS OCCURS) NR Z-GIRT OR CLIP CONCRETE WALL AT GARAGE - XPS OPTION 8 1/2" SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:29 PM ASSEMBLIES - EXTERIOR CLADDING & SIDING AA012 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 P00B0_FCP2 GRAY SLATE NR P00B0_FCP3 IRON GRAY NR Z00A0_ACM2 STATUARY BRONZE NR B00K0_BR2 RUNNING BOND 1 3/8" AIRSPACE NR NO. DATE DESCRIPTION AGENDA ITEM #6. c) CONC-01, PER STRUCT FIRE RATING: NR REF FILE: NR CF0 -SLAB ON GRADE -NR 1 1/4" CONC, LIGHTWEIGHT ACOUSTIC UNDERLAYMENT WD SHTG PER STRUCT WD JOIST, PER STRUCTURAL INSUL-02 (SOUND) RESILIENT CHANNEL 5/8" GWB SEE ASSEMBLY REPORT 5/8" GWB SEE ASSEMBLY REPORT STC RATING: 58 FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B EWFS1 -FLOOR -I-JOISTS -1 HR 1 5/8" MTL STUD 5/8" GWB TYPE X FIRE RATING: NR REF FILE: NR MCLF0 -DROPPED SOFFIT -NR RF-01 1/2" COVERBOARD 4" INSUL-05 (R23.6) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WD SHTG PER STRUCT WD JOISTS, SEE STRUCT INSUL-01 @R25 GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FCP-04 FIRE RATING: 1 HR REF FILE: GA RC 2601 WRR1 -ROOF -SOLID SAWN JOISTS -1 HR MIN THICKNESS REQ FOR FIRE RATING: 1 HR 3.5" 2 HR 5.0" 3 HR 6.2" RF-01 1/2" COVERBOARD 3" INSUL-05 (R-17) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD SHTG PER STRUCT WD JOIST PER STRUCT INSUL-01 @R-38 1/2" RESILIENT CHANNEL GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT STC RATING: 58 FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B EWRS1 -ROOF -I-JOISTS -1 HR CONC-01, PER STRUCT FIRE RATING: 3 HR REF FILE: 2018 IBC TABLE 721.1 (3) ITEM 1 CF3 -CONCRETE SLAB -3 HR MIN THICKNESS REQ FOR FIRE RATING: 1 HR 3.5" 2 HR 5.0" 3 HR 6.2" CONC-01, PER STRUCT FIRE RATING: 2 HR REF FILE: 2018 IBC TABLE 721.1 (3) ITEM 1 CF2 -CONCRETE SLAB -2 HR 1 1/4" CONC, LIGHTWEIGHT ACCOUSTIC UNDERLAYMENT WD SHTG PER STRUCT WD JOIST, PER STRUCTURAL INSUL-02 (SOUND) GWB PER FIRE TEST REPORT RESILIENT CHANNEL GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT STC RATING: 50 FIRE RATING: 2 HR REF FILE: ESR-1153 ASSEMBLY G EWFS2 -RESIDENTIAL FLOOR -2 HR 3/4" PROPRIETARY GYPSUM UNDERLAYMENT 3/4" PROPRIETARY STRUCT FIBER-CEMENT PANEL 16 GA. GALV. STL JOISTS 24" O.C., PER STRUCT INSUL-02 (SOUND) RESILIENT CHANNEL GWB PER FIRE TEST REPORT STC RATING: 55-59 FIRE RATING: 2 HR REF FILE: GA FC 1901 SFR2 -RESIDENTIAL FLOOR -2 HR PLYWD SHTG PER FIRE TEST REPORT PLYWD SHTG PER FIRE TEST REPORT 2X10 WD JOISTS 16" O.C., PER STRUCT GWB PER FIRE TEST REPORT STC RATING: 35-39 FIRE RATING: 1 HR REF FILE: GA FC 5420 WFR1 -EXTERIOR BALCONY FLOOR -1 HR FLOOR ASSEMBLY ABOVE INSUL-01 @R30 CLASS A FLAME SPREAD RATED FACING MECHANICALLY FASTENED TO UNDERSIDE OF SLAB NOTE: @DROPPED BEAMS, WRAP W/MIN 6" INSUL-12 FIRE RATING: NR REF FILE: NR ICLR0 -ELEVATED SLAB -INSULATING BATTS -NR FLOOR ASSEMBLY ABOVE INSUL-10 @R30 FBGL CLIPS MTL FURRING FCS SOFFIT FIRE RATING: NR REF FILE: NR ICLP0 -SOFFIT EXTERIOR -NR RF-01 2 1/2" CONC-01 28 GA CORR MTL DECK PER STRUCT 9 1/4" 18 GA GALV STL JOISTS 24" O.C., PER STRUCT INSUL-01 @R30 GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FIRE RATING: 2 HR REF FILE: GA RC 2116 SRR2 -ROOF -METAL JOISTS -2 HR RF-01 1/2" COVERBOARD 6" INSUL-05 (R38) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD JOISTS, SEE STRUCT CONC-01 PER STRUCT FIRE RATING: 2 HR REF FILE: 2018 IBC TABLE 721.1 (3) ITEM 1 CRS2 -CONC SLAB ROOF -2 HR MIN THICKNESS REQ FOR FIRE RATING: 1 HR 3.5" 2 HR 5.0" 3 HR 6.2" SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:33 PM FLOOR, CEILING AND ROOF ASSEMBLIES AA020 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 INSUL LEGEND Material: Name Material: Description INSUL-01 FIBERGLASS BATTS BATT (FIBERGLASS) INSUL-02 (SOUND) SOUND (MINERALWOOL BATTS) INSUL-03 MINERAL WOOL BLANKETS MINERAL WOOL INSUL-04 EPS BELOW GRADE (EPS) BELOW GRADE RIGID,FILL @ TOPPING SLABS INSUL-05 POLYISO-ROOF ROOF - Polyiso insulation board INSUL-06 POLYISO POLYISO INSULATION FOIL FACED INSUL-10 XPS XPS - EXTRUDED POLYSTYRENE NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:35 PM FIRE TEST REPORTS AA030 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 NO. DATE DESCRIPTION AGENDA ITEM #6. c) ARCHITECTURE + URBAN DESIGN SCARENO ESTAICOSSA ı——l ı SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 6/14/2021 7:42:38 PM SCALE: 12" = 1'-0" FIRE TEST REPORTS AA031 Approver 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 NO. DATE DESCRIPTION PRINCIPAL IN CHARGE REVISIONS BT NO. DATE DESCRIPTION AGENDA ITEM #6. c) 4848484848CB1 CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1 CB1 CB1 CB1CB1CB1 CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1 CB1 CB1 CB1CB14848484848356 356 356354354356356 3 5 8 3 6 2 364366366 362 364 356 358 3 6 2 3643563583643583 5 6 356356 364366356366 3663663543 5 6 3543503 6 0 360 360 3 6 0 UP UP UP 19 18 20 17 16 15 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B K A M.6 P.4 F.3 J T 22 19.4 1 G.3 21 12 R P GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:17 PM SITE PLAN AA1.00 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 20'-0"1 SITE PLAN NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 2 AA300 3 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B 1 AA411 A M.6 P.4 F.3 J T 1 1 AA401 BASKETBALL ABOVE 346' - 6" 346' - 6" G.3 20' - 3"7'-0" MIN. VERT. CLEARANCE AT ALL VEHICULAR AREAS 6 AA411 12 30' - 0" 29' - 2"14' - 7"R P ELEV 3 EL-01S ELEV LOBBY L001S ELEV 4 EL-02S STAIR 3 ST-01S STAIR 2 ST-01N ELEV 2 EL-01N ELEV LOBBY L001N ELEV 1 EL-02N STORAGE S002 RAMP UP 15%RAMP UP 10% 16' - 0" 10' - 0"6" GARAGE VENTILATION ABOVE, SEE MECH. STORAGE S001 346' - 6" 6' - 2"112' - 3"6' - 10" 19' - 8" 8" 15' - 8" 1' - 8" 7' - 11 1/4" 36' - 8 3/4"5"154' - 5"6' - 0"16' - 5" 27' - 6" 11' - 0" 15' - 0" 12' - 6" 27' - 6"27' - 6" 23' - 0" 27' - 6" 5' - 11" 4' - 6" 27' - 0"38' - 11"26' - 6"26' - 6"26' - 6"26' - 6" 18' - 0" 26' - 6" 18' - 2" 26' - 4"160' - 5"1' - 7"6' - 2"201' - 5"5"16' - 0"8' - 6"1' - 6"16' - 6"8' - 0" 9' - 4" 8' - 0" 7" M11P0 M11P0 DRIVE AISLE 24' - 0" GARAGE VENTILATION ABOVE, SEE MECH. GARAGE VENTILATION ABOVE, SEE MECH. 001 RES 002 RES 003 RES 004 RES 005 RES 006 RES 007 RES 008 RES 009 RES 058 RES 059 RES 060 RES 061 RES 062 RES 063 RES 064 RES 065 RES 066 RES 067 RES 068 RES 069 RES 070 RES 071 RES 072 RES 073 RES 074 RES 075 RES 076 RES 077 RES 078 RES 079 RES 080 RES 081 RES 082 RES 057 RES ACCESSIBLE 056 RES ACCESSIBLE 055 RES 054 RES 053 RES 052 RES 051 RES 050 RES 049 RES 048 RES 047 RES 046 RES 045 RES 044 RES 043 RES 042 RES 041 RES 040 RES 039 RES 038 RES 036 RES 035 RES 034 RES 033 RES 032 RES 031 RES 030 RES 029 RES 025 RES 024 RES 023 RES 022 RES 021 RES 020 RES 019 RES 018 RES 017 RES 016 RES 015 RES ACCESSIBLE 014 RES ACCESSIBLE 012 RES 010 RES 011 RES 013 RES 026 RES 027 RES 028 RES 083 RES PARKING P001 AA442 9 AA422 9 AA421 8 AA440 5 037 RES S001 LP1ST-01S LP1ST-01N L001N L001S S002 8' - 5" 8' - 6" 8' - 5"8' - 5" 8' - 6" 8' - 5"8' - 4" 8' - 6" 8' - 6"8' - 0" 5' - 0" 8' - 0"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 0"8' - 0"8' - 0"8' - 6" 8' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 6"8' - 6" 8' - 6" 8' - 2"8' - 4" 8' - 6" 8' - 6"8' - 4" 8' - 4"8' - 4" 8' - 6"8' - 4"8' - 0"8' - 0" 8' - 6"8' - 6"8' - 6" 8' - 6" 8' - 6"8' - 6" 8' - 6" 8' - 6"8' - 0" 8' - 6"8' - 0"8' - 0" 8' - 0"8' - 0" 9' - 0" 8' - 0" DRIVE AISLE 24' - 5"DRIVE AISLE24' - 0"DRIVE AISLE24' - 0"C00R3 I03G0 I03G0 I03G0 015 RES ACCESSIBLE 9' - 6 3/4" AA7315 AA731 8 AA731 10 AA731 11 AA731 12 AA73117 AA731 16 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:21 PM LEVEL P1 FLOOR PLAN AA2.0.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL P1 FLOOR PLAN NO. DATE DESCRIPTION 5' 4"10' 8"21' 4"0'AGENDA ITEM #6. c) 484848CB1 CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1CB1CB1CB1CB1CB1CB1CB1 CB1484848UP UP 19 18 20 17 16 15 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B L103 LEASING OFFICE L106 MANAGERS ASSISTANT LOBBY L101 BASKETBALL L114 ELEV 3 EL-01S ELEV LOBBY L101S STAIR 3 ST-01S PARKING P101 GD3.1.N L1 129 GD4.1.N L1 130 GB4.2.N L1 131 GC4.1.N L1 132 GB4.1.N L1 133 GB1.1.N L1 120 GC5.1.N L1 134 GC6.1.N L1 135 STAIR 1 ST-02N SWITCHGEAR U107 GD2.1.N L1 127 GC2.1.N L1 125 GB3.1.N L1 126 GD1.1.N L1 124 ELEV 1 EL-02N ELEV LOBBY L101N ELEV 2 EL-01N GB2.2.N L1 123 GB2.1.N L1 122 GC1.1.N L1 121 UTILITY U101 STAIR 2 ST-01N K A M.6 P.4 F.3 J T 22 19.4 1 STAIR 4 ST-02SUTILITIES U103 CORRIDOR L116 CONFERENCE L109 VESTIBULE L100 1 AA401 2 AA401 37' - 11" 2 AA400 2 AA400 2 7 ' - 2 " 2 8 ' - 6 " G.3 18' - 0" MAIL ROOM L112 7'-0" MIN. VERT. CLEARANCE AT ALL VEHICULAR AREAS 7'-0" MIN. VERT. CLEARANCE AT ALL VEHICULAR AREAS GC3.1.N L1 128 21' - 4"21 12 354.09 354.34 354.25 353.82 355.667.69%357.71 R P ELEV 4 EL-02S RAMP DN 10%RAMP DOWN 15% 6" 47' - 9" 5' - 3" 4' - 9" DRIVE AISLE 24' - 0" RAMP DN 10%20' - 3"DRIVE AISLE24' - 0"178' - 5"9' - 6"2' - 6"16' - 5"27' - 6"11' - 0"15' - 0"12' - 6"27' - 6"27' - 6"23' - 0"27' - 6"5' - 11"4' - 6" 27' - 0" 38' - 11" 26' - 6" 26' - 6" 26' - 6" 26' - 6" 18' - 0" 26' - 6" 18' - 2" RAMP DN - 7.75% RAMP DN - 7.75% MAINTENANCE STORAGE U105 MPOE ROOM U104 1 / AA2 . 1 N. 0 1 / AA2 . 1 S. 0 3' - 0"1 / AA2.1N.01 / AA2.1S.0WATER HEATERING ROOM U1063' - 0 1/128"RESIDENT ENTRY GARAGE FANS, SEE MECH. GARAGE VENTILATION, SEE MECH. GARAGE EX. M102S 32.5" x 32.5" SLAB OPENING FOR IN SLAB FAN MOUNTED TO P1 SIDE OF SLAB 32.5" x 32.5" OPENING IN L1 SLAB (2) 39.75" x 39.75" OPENINGS IN L2 SLAB ABOVE GARAGE VENTILATION, SEE MECH. GARAGE FANS, SEE MECH.26' - 6"26' - 6"26' - 6"26' - 6"12' - 0"15' - 6"29' - 0"25' - 5"2 5 ' - 1 1 " 2 7 ' - 9 " 1 6 ' - 3 " 4 0 ' - 9 " 1 3 ' - 3 " 1 4 ' - 3 " 1 7 ' - 9 " 1 0 ' - 9 " 2 7 ' - 2 " 087 RES 088 RESSTORAGE S101 L110 RESTROOM RESTROOM L111 L108 WORK ROOM L107 MAINTENANCE OFFICE L105 MANAGERS OFFICE L104 LEASING OFFICE RECEPTION L102 089 RES 090 RES 091 RES 092 RES 086 RES 085 RES 084 RES 098 RES ACCESSIBLE 099 RES-EV ACCESSIBLE 100 RES-EV 101 RES-EV 102 RES-EV 103 RES-EV 104 RES-EV 105 RES-EV 106 RES-EV 107 RES-EV 108 RES-EV 109 RES-EV 110 RES-EV 111 RES-EV 112 RES-EV 113 RES-EV 114 RES-EV 115 RES-EV 116 RES-EV 117 RES-EV 118 RES-EV 119 RES 120 RES 121 RES 122 RES 123 RES 124 RES 243 RES 244 RES245 RES 246 RES247 RES 248 RES 249 RES 250 RES251 RES 252 RES253 RES 254 RES 255 RES 256 RES 257 RES 258 RES 259 RES 227 RES 228 RES 229 RES 230 RES 231 RES 232 RES 233 RES 234 RES 235 RES 236 RES 237 RES 238 RES 239 RES 240 RES 241 RES 242 RES 125 RES126 RES127 RES 128 RES 129 RES 130 RES 131 RES 132 RES 133 RES 134 RES 135 RES 136 RES137 RES 139 RES 138 RES 140 RES 149 RES 150 RES 151 RES 152 RES 153 RES 154 RES 155 RES 156 RES 157 RES 158 RES 159 RES 160 RES 161 RES 162 RES 163 RES 164 RES 165 RES 166 RES 167 RES 168 RES 169 RES 170 RES 181 RES 182 RES 222 RES 221 RES 220 RES 219 RES 218 RES 217 RES 216 RES 215 RES 214 RES 213 RES 212 RES 211 RES 210 RES 209 RES 208 RES 207 RES 206 RES 205 RES 204 RES 203 RES 202 RES 201 RES 200 RES 226 RES 223 RES 224 RES 225 RES 189 RES 190 RES 191 RES 192 RES 193 RES 194 RES 195 RES 196 RES 197 RES 198 RES 199 RES 184 RES ACCESSIBLE 183 RES ACCESSIBLE 185 RES ACCESSIBLE 186 RES ACCESSIBLE 187 RES ACCESSIBLE 188 RES ACCESSIBLE 352' - 4 1/2" 093 RES 094 RES 095 RES 096 RES 097 RES 148 RES 147 RES 146 RES 145 RES 144 RES 143 RES 142 RES 262 RES 261 RES 260 RES 141 RES 171 RES 172 RES 173 RES 174 RES 175 RES 176 RES 177 RES 178 RES 179 RES 180 RES 263 RES CORRIDOR L115 GARAGE EX. M101NETWORK U102 3' - 3"6' - 8"AA423 6 CORRIDOR L113 AA442 5 AA422 4 AA421 6 AA440 8 AA420 4 355' - 9"355' - 8 3/4" 355' - 9" 2 4 ' - 0 "8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6"8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 6".8' - 6"8' - 6"8' - 6"8' - 0"8' - 6".8' - 0"8' - 0"8' - 0".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0".8' - 0"8' - 0"8' - 0".8' - 0"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6"8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0". 8' - 0" 9' - 4" 8' - 0" 8' - 0" 8' - 0" 8' - 0" - 8' - 0" 8' - 0" 5' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 6" .8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6". 8' - 6" 8' - 6" 8' - 6" , 8' - 0" 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 4"8' - 0"5' - 0"8' - 0".5' - 0"8' - 0"5' - 0"8' - 0".8' - 0"5' - 0"8' - 0"8' - 0" 8' - 0" 8' - 0"8' - 6"8' - 6"3' - 0"8' - 6"8' - 6"8' - 0" 8' - 0" DRIVE AISLE 24' - 0"DRIVE AISLE24' - 0"DRI VE AI SL E2 4 ' - 0 " D R IV E A IS LE24' - 0"8 ' - 6 " 8 ' - 6 " 2 ' - 0 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 4 ' - 0 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " . 7 ' - 6 " 7 ' - 6 "DRI VE AI SL E2 4 ' - 0 " 355' - 9" OVERHEAD COILING DOOR 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9"DRIVE AISLE24' - 0"355' - 9" WLL MOUNTED EV CHARGER TYP @ ALL RES-EV PARKING STALLS 355' - 9" 18' - 4" 42" PARTIAL HEIGHT CONC WALL C00Q3 42" PARTIAL HEIGHT CONC WALL EA SIDE C00Q3 C00Q3 OPEN TO RAMP DOWN TO LEVEL P1 P A R K IN G E N T R A N C E AA2.1N.1 1 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:33 PM LEVEL 1 FLOOR PLAN AA2.1.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/16" = 1'-0"1 LEVEL 1 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) CB1CB18 2 +0 0 CB1CB13563 5 6 362356358362364356358364358356 356356 3603603 6 0 UP UP AA302 1 AA3001 AA301 1 1918 2017161514789 D E F G M N QQ SS 13 H 10 11 L C B STAIR 2 ST-01N UTILITY U101 ELEV 2 EL-01N ELEV 1 EL-02N PARKING P101 GD1.1.N L1 124 GC4.1.N L1 132 GB4.1.N L1 133 GC5.1.N L1 134 GC6.1.N L1 135 GB4.2.N L1 131 GD4.1.N L1 130 GD3.1.N L1 129 CORRIDOR L116 STAIR 1 ST-02N GB3.1.N L1 126 GC2.1.N L1 125 GD2.1.N L1 127 GB2.2.N L1 123 STAIR 4 ST-02S ELEV LOBBY L101N SWITCHGEAR U107 5 AA411 7 AA411 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 8 AA411 K A M.6 P.4 F.3 J T 2219.4 GB2.1.N L1 122 2 AA401 2 AA400 G.3 21 12 2 A506 2 A502 2 A503 2 A504 2 A505 2 A507 2 A508 2 A509 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 R P WATER HEATERING ROOM U106 MAINTENANCE STORAGE U105 MPOE ROOM U104 8' - 6"8' - 6"2' - 0"8' - 6"8' - 6"8' - 6"4' - 0"8' - 6"8' - 6"8' - 6".7' - 6"7' - 6"24' - 0"DRIVE AISLE24' - 0"25' - 1"24' - 0"24' - 0"24' - 0"24' - 0"AA420 4 AA423 6 AA440 8 AA421 6 U106 U105b L1ST-02S U105a U104 093 RES 094 RES 095 RES 096 RES 097 RES 098 RES 099 RES-EV 100 RES-EV 101 RES-EV 102 RES-EV 103 RES-EV 104 RES-EV 105 RES-EV 106 RES-EV 107 RES-EV 108 RES-EV 109 RES-EV 110 RES-EV 111 RES-EV 112 RES-EV 113 RES-EV 114 RES-EV 115 RES-EV 116 RES-EV 117 RES-EV 118 RES-EV 119 RES 120 RES 121 RES 122 RES 123 RES 124 RES 125 RES 126 RES 127 RES 128 RES 129 RES 130 RES 131 RES 132 RES 133 RES 134 RES 135 RES 136 RES 137 RES 138 RES 139 RES140 RES 142 RES 143 RES 144 RES 145 RES 146 RES 147 RES 148 RES 149 RES 150 RES 208 RES 207 RES 206 RES 205 RES 263 RES 262 RES 261 RES 260 RES 204 RES 203 RES 202 RES 201 RES 200 RES 199 RES 259 RES 258 RES 257 RES 256 RES 255 RES 254 RES 253 RES 252 RES 251 RES 250 RES 249 RES 248 RES 247 RES 246 RES 245 RES 244 RES 243 RES 242 RES 241 RES 240 RES 239 RES 238 RES 237 RES 236 RES 235 RES 234 RES 233 RES 232 RES 231 RES 230 RES 229 RES 228 RES 227 RES 8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" . 8' - 6" 8' - 0" 8' - 0". 8' - 0" 8' - 0" 8' - 6" . 8' - 6" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 6" 8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 6".8' - 6"8' - 6"8' - 6" 8' - 0" 8' - 6" . 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6"8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6". 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 6" 8' - 6" 8' - 6" . 8' - 0"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 9' - 4" 8' - 0"8' - 6" AA73014 AA73016 AA73015 AA731 10 AA731 11 AA731 12 AA731 13 AA731 14 AA731 15 355' - 9" 355' - 9"355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9" 7' - 11" 4"3' - 11"2' - 1"360' - 8 1/4" WALL MOUNTED EV CHARGER TYP @ ALL RES-EV PARKING STALLS AA731 16 1 / AA2.1S.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:39 PM LEVEL 1 NORTH FLOOR PLAN AA2.1N.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 1 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -GRADE LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 19+00 UP AA303 4 17 16 15 14 6 7 8 9 M 13 10 11 L C B K A M.6 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 STAIR 2 ST-01N UTILITY U101 ELEV 2 EL-01N ELEV 1 EL-02N GD1.1.N L1 124 GB1.1.N L1 120 GB3.1.N L1 126 GC2.1.N L1 125 GB2.2.N L1 123 ELEV LOBBY L101N GB2.1.N L1 122 KITCHEN L2 B-1 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-A3 B-1 KITCHEN L2 KITCHEN L2 B-1 BATH B-B2 KITCHEN L2 KITCHEN L2 B-1 R01 R01 R01 R01 R01 RE3 R01 R02 R02 R09 R02 R09 RE3 RE3 R02 R09 R02 R02 R09 R02 R09 R02 R09 R08 R07 R02 R06 127 RE5 RE5RE5 RE5 R04 R02 GC1.1.N L1 121 L1ST-01N U101 L101Nb L101Na 11' - 11 3/8" 10' - 4 3/4" 22' - 11 3/8"16' - 9" 7 1/4" 13' - 0" 11' - 0"21' - 0"23' - 0"12' - 3" 2' - 4" 1' - 11 3/8" 9' - 6" 6"5' - 6" 4' - 10 3/4" 7 1/4"2' - 7" 6' - 8" 9' - 9" 5' - 0" 4' - 10" 5' - 10 3/8" 8' - 6 3/8" 1' - 9 1/4" 8 3/4"11' - 10" 5' - 10 1/4" 4' - 7" 4' - 2" 8' - 1" 2' - 4" 3' - 5"20' - 0"13' - 9 3/4"10' - 2 1/4"3' - 5 1/2"5' - 4"4' - 10 1/4"4' - 1 3/4"6' - 8"3' - 0"1' - 3"8' - 10"5' - 4"5' - 9 3/4"8' - 0"15' - 4 1/4"3' - 11"3' - 8"6' - 6"5' - 0"6' - 11"3' - 9"3' - 6"11' - 7 1/2"6' - 7"1' - 6"12' - 6"12' - 6"10' - 7"7' - 5"6' - 4 3/8" 2' - 2" 14' - 5"14' - 4 3/4" 2' - 4 1/4"3' - 9"3' - 6"11' - 7 1/2"7' - 4 7/8"4' - 5"10' - 4"2' - 4"13' - 4"8' - 0"11' - 8"7' - 3"21' - 0"23' - 0"17' - 0" 5' - 1 99/128" 8' - 1" 7' - 10" 3' - 6" 3' - 7"6' - 7 3/4" 7' - 3 1/4" 3' - 6" 3' - 7"6' - 3"11' - 7 1/2"9' - 0"10' - 10 1/8" R02 6' - 0" 5 ' - 7 3 / 8 " 1 0 ' - 6 7 / 8 " 2 ' - 4 " 9 ' - 7 1 / 2 " 3 ' - 6 5 / 8 " 3 ' - 1 1 " 1 1 ' - 7 1 / 2 " 1 1 ' - 9 " 1 1 ' - 5 1 / 2 " 6 ' - 9 1 / 2 " 1 4 5 ° 1 4 5 °9' - 0"7' - 4"2' - 4"16' - 4"B E D R O O M BEDROOMBEDROOM C LO S E T C LO S E T CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET LIV IN G LIV IN G LIVING LIVING LIVING LIVING LIVING CO F CO CO CO CO C O F F F F F C O F F F F F FF F S D S D S D SD SD SD SD SD SD SD AA421 6 AA440 8 AA731 8 AA731 10 AA731 11 AA731 12 AA731 13 355' - 9"355' - 9"355' - 9"AA731 18 19 MM93K3 M31P1 M11P0 M11P0 M91K3-L M91K3-L M11P0 MM93K3 M11P0 MM93K3 MM93K3 M91K3-L M11P0 M91K3-L M31P1 M31P1 M31P1 M11P0 M91K3-L MM93K3 M91K3-L M11P0 M91K3-L M11K0 MM93K3 M31P1 M31P1 M31P1 M26L2 M20P2 M60P0 M60P0 M11P0 MM93K3 1 / AA2 . 1 N. 2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:45 PM LEVEL 1 NORTH SECTOR PLAN - N1 AA2.1N.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 1 SECTOR PLAN - NORTH N1 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) CB1 CB1 CB1 CB1 UP AA302 1 1918 20171615149 10 11 L C B 8 AA411 K A 19.4 12 2 A506 2 A504 2 A505 2 A507 2 A508 2 A509 2 A510 GD1.1.N L1 124 GD3.1.N L1 129 GB3.1.N L1 126 GC2.1.N L1 125 GD2.1.N L1 127 KITCHEN L2 B-1 B-1 BATH B-B1 KITCHEN L2 KITCHEN L2 B-1 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-A3 R01 RE3 R01 R02 R02 R09 RE3 R02 R09 R08 R07 R02 R06 127RE5 R01 R01 P101b L116b R02 R02 P101a RE3 L116a R01 R09 CORRIDOR L115 CORRIDOR L116 PARKING P101 16' - 0"68' - 0" 20' - 0"32' - 0"25' - 1"6' - 2"22' - 0" 12' - 3" 2' - 4" 4' - 7" 4' - 2" 8' - 1" 2' - 4" 3' - 5" 16' - 9"22' - 0"6' - 2"17' - 1"8' - 0"8' - 0"24' - 0"20' - 0"13' - 9 3/4"10' - 2 1/4" 3' - 5 1/2" 5' - 4" 4' - 10 1/4" 4' - 1 3/4" 6' - 8" 3' - 0" 1' - 3" 8' - 10" 5' - 4" 5' - 9 3/4" 11' - 1" 6' - 4 1/4" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 0" 10' - 7" 4' - 6" 3' - 8" 2' - 6" 11' - 0" 11' - 0"2' - 3"4' - 2"8' - 8"3' - 11" GC3.1.N L1 128 3' - 11"3' - 8"6' - 6"5' - 0"6' - 11"KITCHEN L2 10' - 2 3/4"1' - 10 1/4"10' - 6"2' - 6"6' - 1"8' - 1 3/4"1' - 10"7' - 11 1/4"4' - 1 7/8"3' - 10 1/8"3' - 10"6' - 2 3/4"1' - 10 1/4"6' - 7"1' - 6"12' - 6"12' - 6"10' - 7"7' - 5" 10' - 10 1/8" R02 6' - 0"5' - 7 3/8"10' - 6 7/8"2' - 4"9' - 7 1/2"3' - 6 5/8"3' - 11"11' - 7 1/2"3' - 9"4' - 8"8' - 4"3' - 2 1/2"10' - 6"6' - 10"11' - 5 1/8"11' - 8 7/8"4' - 4 1/2"7' - 8"17' - 11 1/2"3' - 11"4' - 1 3/4"6' - 1"11' - 9"11' - 5 1/2"6' - 9 1/2"5' - 6"11' - 11 1/8"6' - 2 1/4"6' - 0"6' - 2 1/2"145° 145° 2' - 10"8' - 0"2' - 6 3/8"9' - 3"9' - 9"26' - 0"4' - 0"6' - 5"7' - 4"2' - 4"16' - 4"BEDROOM BEDROOM BE D R O O M CLOSETCLOSET CLOSETCLOSET CLOSET CLOSET CLOSET CLO SET CLOSETLIVINGLIVING LIVINGLIVINGLIVING LIVIN G R02 R06 R02 R02 R02 R09 R01 L115b RE5 C O CO F F F F F F CO CO CO CO COF F F F F F SD SDSD SD SD SD SD S D S D PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED AA731 12 AA731 13 AA731 14 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9" AA732 9 AA73210 MM93K3 M31P1 M11P0 M91K3-L MM93K3 M91K3-L M11P0 M91K3-L M11K0 MM93K3 M31P1 M31P1M60P0 M11P0 M31P1 MM93K3 M11K0 M91P3-LM11K0 M31P1 M11K0 MM93K3 M91P3-L M93P3-LT M11P0 M31P1 M91P3-L M11P0 M31P1 M60P0 M31P11 / AA2.1N.11 / AA2.1N.3GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:49 PM LEVEL 1 NORTH SECTOR PLAN - N2 AA2.1N.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 1 SECTOR PLAN - NORTH N2 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 20 M N QL 4 AA411 1 AA410 3 AA410 2 AA410 K M.6 P.4 22 21 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 RP GC4.1.N L1 132 GB4.1.N L1 133 GC5.1.N L1 134 GC6.1.N L1 135 GB4.2.N L1 131 GD4.1.N L1 130 GD3.1.N L1 129 CORRIDOR L116 STAIR 1 ST-02N SWITCHGEAR U107 BATH B-B1 B-1 KITCHEN L2 KITCHEN L2 KITCHEN L2 B-1 KITCHEN L2 BATH B-B2 B-1 KITCHEN L2 B-1 KITCHEN L2 B-1 L116b R02 RE3 L116a R01 R09 CORRIDOR L116 L1ST-02Na L1ST-02Nb R02 R02 RE3 R02 R02 R02 R09 U107b R01 RE3 R01R01R01R01 R05 R05 R09 R02 R06 R06 R01 R02 R02 R09 R09 R02 R09 RE5RE5 RE5 RE5 R04 U107a7' - 6"16' - 9"3' - 3"4' - 3"6' - 9"6' - 4 1/4"9' - 8"5' - 11 3/4"2' - 3"4' - 2"8' - 8"3' - 11"10' - 0"30' - 2 3/8"91' - 9 5/8"11' - 0"12' - 0" 12' - 9 5/8" 9' - 2 3/8" 2' - 0" 3' - 3" 10' - 10" 2' - 2" 5' - 10"10' - 3"2' - 11"5' - 5 1/4"6' - 5"5' - 1"14' - 7 83/128"1' - 3 45/128"12' - 1 1/2"2' - 4"3' - 10"3' - 10"9' - 10 1/2"11' - 5"6' - 1"1' - 5 3/4"6' - 6"3' - 9"4' - 8"8' - 4"3' - 2 1/2"5' - 6" 2' - 4"6' - 0" 4' - 10 3/4" 3' - 2 1/2"10' - 6" 3' - 9 3/4"3' - 7"3' - 5 1/2" 7' - 6"5' - 5"8' - 1"14' - 8"9' - 4"7' - 0"6' - 2"7' - 1"6' - 9"4' - 8" 3' - 7" 5' - 6"5' - 6"9' - 8"3' - 5 1/2"10' - 10 1/2"5' - 9 5/8"6' - 11 3/4"19' - 2 5/8"11' - 11 1/4"20' - 0 3/4"4' - 2"3' - 6"4' - 4"5' - 5"2' - 4"9' - 9"22' - 6"7' - 0"3' - 6" 8' - 9" 5' - 10" 6' - 10"11' - 5 1/8"11' - 8 7/8" 12' - 3"2' - 0"13' - 3"8' - 9"21' - 0"11' - 0"13' - 0"3' - 3"17' - 4"2' - 10"8' - 0"6' - 4"6' - 8 1/4"4' - 6"3' - 11 1/4"6' - 7 3/4"2' - 7"5' - 3"5' - 7"9 7/8"9' - 2"5' - 5 1/8"5' - 6"6' - 9"6' - 4"5' - 6"5' - 6"8' - 5"3' - 7" 7' - 6" BEDROOMBEDROOM 7' - 1"LIVING CLOSETCLOSET CLOSETCLOSET CLOSET CLOSET WALK-IN CLOSET LIVING LIVING LIVING LIVING LIVING LIVING FCOCO CO CO CO CO CO FF F F F F WALK-IN CLOSET WALK-IN CLOSET 11' - 0 3/8"19' - 3 7/8"9' - 10 3/4"13' - 2 1/2"10' - 2"12' - 1 1/8"6' - 7"6' - 8"8' - 8"7' - 2"F F F FFF FSDSDSD SD SD SD SD SD SD PER WSEC C402.5.7 EXCEPTION 4 SINCE THE SPACE IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED AA420 4 AA730 14 AA730 16 AA730 15 AA731 15 355' - 9"355' - 9"355' - 9"355' - 9"355' - 9"17' - 1"355' - 9"355' - 9"AA732 10 M91P3-L M11P0 M31P1 M60P0 M91K3-L M91P3-L MM93K3 M31P1 M64P0 M91K3-L M11P0 MM93K3 M91K3-L M91K3-L M11P0 M31P1 M11P0 M31P1 M91K3-L MM93K3 M31P1 M11P0 M91K3-L M31P1 M91K3-L M31P1 1 / AA2.1N.2 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:03:54 PM LEVEL 1 NORTH SECTOR PLAN - N3 AA2.1N.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 1 SECTOR PLAN - NORTH N3 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 48CB1 CB1CB1 CB1 CB1CB1 48354354366UP AA302 2 AA300 3 AA3041 AA303 4 AA731 9 7 AA731 4 AA731 1 171615 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B LOBBY L101 ELEV 3 EL-01S ELEV LOBBY L101S STAIR 3 ST-01S BASKETBALL L114 LEASING OFFICE L103 STAIR 2 ST-01N UTILITY U101 ELEV 2 EL-01N ELEV 1 EL-02N PARKING P101 MANAGERS ASSISTANT L106 GD1.1.N L1 124 GC1.1.N L1 121 GB3.1.N L1 126 GC2.1.N L1 125 GB2.2.N L1 123GB2.1.N L1 122 ELEV LOBBY L101N 4 AA412 2 AA412 1 AA412 5 AA410 6 AA410 4 AA410 1 AA411 K A M.6 P.4 F.3 J T 1 CONFERENCE L109 1 AA401 2 AA401 2 AA400 G.3 6 AA411 3 AA412 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 2 A508 7.69%354.36 R P 7.75% 7.75% AA300 2 STORAGE S101 RESTROOM L110 RESTROOM L111 MAIL ROOM L112 WORK ROOM L108 NETWORK U102 MAINTENANCE OFFICE L107 LEASING OFFICE L104 MANAGERS OFFICE L105 RECEPTION L102 GARAGE EX. M101 UTILITIES U103 GARAGE EX. M102S VESTIBULE L100 ELEV 4 EL-02S AA442 5 AA422 4 AA421 6 AA440 8 084 RES 085 RES 086 RES 087 RES 088 RES 089 RES 090 RES 091 RES 092 RES 093 RES 094 RES 095 RES 096 RES 097 RES 098 RES 099 RES-EV 188 RES 187 RES 186 RES 185 RES 184 RES 183 RES 181 RES 182 RES 180 RES 179 RES 178 RES 177 RES 176 RES 175 RES 174 RES 173 RES 172 RES 171 RES 170 RES 169 RES 168 RES 167 RES 166 RES 165 RES 164 RES 163 RES 162 RES 161 RES 160 RES 159 RES 158 RES 157 RES 156 RES 155 RES 154 RES 153 RES 152 RES 151 RES 150 RES 149 RES 222 RES 221 RES 220 RES 219 RES 218 RES 217 RES 216 RES 215 RES 214 RES 213 RES 212 RES 211 RES 210 RES 209 RES 208 RES 207 RES 206 RES 204 RES 203 RES 202 RES 201 RES 200 RES199 RES 198 RES 197 RES 196 RES 195 RES 194 RES 193 RES 192 RES 191 RES 190 RES 189 RES 225 RES 224 RES 223 RES 100 RES-EV 101 RES-EV 102 RES-EV 103 RES-EV 104 RES-EV 105 RES-EV 227 RES 228 RES 229 RES 230 RES 259 RES 258 RES 257 RES 256 RES 260 RES 261 RES 262 RES 263 RES 205 RES 226 RES DRIVE AISLE24' - 0"DRIVE AISLE 24' - 0"18' - 0"DRIVE AISLE24' - 0"DRIVE AISLE 24' - 0"DRI VE AI SL E2 4 ' - 0 " 8' - 0" 8' - 0" 8' - 0" - 8' - 0" 8' - 0" 5' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 6" .8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6". 8' - 6" 8' - 6" 8' - 6" , 8' - 0" 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 4" 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0". 8' - 0" 9' - 4" 8' - 0"8' - 0"5' - 0"8' - 0".5' - 0"8' - 0"5' - 0"8' - 0".8' - 0"5' - 0"8' - 0"8' - 0" 8' - 0" 8' - 0"DRIVE AISLE24' - 0"AA730 6 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9"8' - 6"8' - 6"4' - 0"8' - 6"8' - 6"8' - 6"8' - 6"8' - 4"8' - 8"8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 1 6 ' - 0 "8' - 0"AA731 3 2 AA7315 6 AA731 8 GB1.1.N L1 120 AA731 10 AA731 11 AA731 12 AA731 16 M10P0 M10P0 I03G0 C00R3 M20P2 M26L2 M20P2 M20P2 M60P0 M10P0 M10P0 C00R3 CF2 | CFQ2 I03G0C00Q3 C00R3 M60P0 WALL MOUNTED EV CHARGER TYP @ ALL RES-EV PARKING STALLS 5' - 3 7/8"6' - 3"6' - 0"6' - 4"6' - 4" M70P0 M70P0 SF-02? SF-01 18' - 0" 18' - 5" 42" PARTIAL HEIGHT CONC WALL 42" PARTIAL HEIGHT CONC WALL EA SIDE 18' - 0"16' - 0"32.5" x 32.5" OPENING IN L1 SLAB 18' - 0"RAMP DN 10%RAMP DOWN 15% 6" 47' - 9"5' - 3" 4' - 9"20' - 3"OPEN TO RAMP DOWN TO LEVEL P120' - 3"1 / AA2 . 1 N. 0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:00 PM LEVEL 1 SOUTH FLOOR PLAN AA2.1S.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 1 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -GRADE LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEASING OFFICE L103 MANAGERS ASSISTANT L106 BASKETBALL L114 LOBBY L101 ELEV LOBBY L101S ELEV 3 EL-01S STAIR 3 ST-01S 3 42 D E F G C B F.3 1 MAIL ROOM L112 ELEV 4 EL-02S VESTIBULE L100 CORRIDOR L115 PARKING P101 WORK ROOM L108 UTILITIES U103 LINE OF LEVEL 2 ABOVE OPEN ABOVE 7.75% 7.75%4' - 4"6"4' - 4"10' - 7"16' - 11"12' - 6"11' - 0"3' - 10"27' - 0" MANAGERS OFFICE L105 LEASING OFFICE L104 MAINTENANCE OFFICE L107 RESTROOM L110 RESTROOM L111 NETWORK U102 STORAGE S101 CONFERENCE L109 M11P0M11P0 M11P0 M10J0 COFFEE LOCKERS M01K0 M11P0 M10J0 M11P0 M10J0 M10J0 M10J0 M11P0 M10J0 RECEPTION L102 M10P0 M70P0 M11P0 L100a L100b L103 L104 L105 L106 L107 L108 S101 L111L110 L101a L109 L101Sb L101Sa L101Sc L114 L1ST-01S U103 9' - 10 1/2" 352' - 4 1/2" 352' - 4 1/2" 353' - 10" 5' - 0" 1' - 0" 24' - 10" 1' - 0" 18' - 10" 1' - 0" 5' - 0" 355' - 8 1/2"355' - 9"355' - 9" VENTILATION SHAFT, SEE MECH I03G0 I03G0 M10P0I03G0 I03G0 C00R3 I03G0 M60P0 C00R3 M10P0 M10P0 SF-02 SF-04 SF-01 SF-04 SF-04 SF-04 M10J0 M10J0 C00R3 L115a PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED SF-04 SF-04 SF-04 M70P0 AA442 5 AA422 4 355' - 9" 355' - 9" 355' - 9" 355' - 9" 355' - 9" CENTER WALL ON MULLION ALIGNALIGN ALIGN1' - 8"5' - 3"ALIGN5' - 1 1/4"6' - 11 1/4" 1' - 0"2' - 4 1/2" 6' - 11 1/4"5' - 1 1/4"5' - 1 1/4"7' - 10 1/4"AA731 3 2 AA7315 6 1' - 0"1' - 0" RAMP DOWN RAMP DOWN AA731 23 21 20 22 AA732 2 1 AA732 5 4 AA732 6 AA7327 AA732 8 CONT HANDRAILS EACH SIDE AA732 3 6' - 4"6' - 4"5' - 3 1/4"5' - 5" CENTER WALL ON MULLION 355' - 9" 6' - 2" 9' - 8" 6' - 2" GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:05 PM LEVEL 1 AMENITY FLOOR PLAN AA2.1S.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 1 AMENITY FLOOR PLAN KEY PLAN - AMENITY LEVEL 1 AMENITIES AT LEVEL1 1 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 48484848CB1 CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1 CB1 CB1 CB1 CB1CB1CB1CB1CB1CB1CB1CB1CB1CB1 CB1CB1 CB1 CB1 CB1 48484848DN DN DN 19 18 20 17 16 15 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B COMMERCIAL C201 COMMERCIAL C204 FITNESS L208 ELEV 4 EL-02S ELEV LOBBY L201S STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N LIVING ROOM/ LOUNGE L204 BUSINESS CENTER L201 TRASH & COMPACTOR U202 EXIT PASSAGE L211 PARKING P202 GC1.1.N L2 121-L2 GB2.1.N L2 122-L2 GB2.2.N L2 123-L2 GC2.1.N L2 125-L2 GC3.1.N L2 128-L2 GD4.1.N L2 130-L2 GB4.2.N L2 131-L2 GC5.1.N L2 134-L2 STAIR 1 ST-02N STAIR 4 ST-02S TRASH & COMPACTOR U207 TRASH PICKUP U204 GC4.1.N L2 132-L2 GB4.1.N L2 133-L2 GC6.1.N L2 135-L2 GD1.1.N L2 124-L2 GB3.1.N L2 126-L2 GD2.1.N L2 127-L2 VESTIBULE L215 CORRIDOR L212 SPKLR U203 UTILITY U201 OPEN TO BELOW K A M.6 P.4 F.3 J T 22 19.4 1 EXIT PASSAGE L214 BREEZEWAY L213 1 AA401 2 AA401 OPEN TO BASKETBALL BELOW 2 AA400 2 AA40023' - 0"27' - 6"27' - 6"27' - 6"G.3 5' - 6"24' - 0 3/4"5' - 5" 10' - 0" 9' - 0" 7' - 7"19' - 0"9 ' - 9 1 / 2 " 1 7 ' - 1 1 1 / 2 " 2 5 ' - 1 1 " 2 7 ' - 9 " 8'-2" MIN. VERT. CLEARANCE FOR ACCESSIBLE VANS WITHIN THE SHADED AREA 8'-2" MIN. VERT. CLEARANCE FOR ACCESSIBLE VANS WITHIN THE SHADED AREA 7'-0" MIN. VERT. CLEARANCE AT ALL VEHICULAR AREAS GB1.1.N L2 120-L2 GD3.1.N L2 129-L2 GARAGE EX. M202S ELEV LOBBY L201N 21 12 1 0 ' - 3 "12' - 3 1/8"366.17 365.17 364.17 363.17 359.26366.17 1 . 3 7 %4 . 4 2 %13' - 0"6' - 2 1/2"R P 1 / AA2.2N.01 / AA2.2S.01 / AA2 . 2 N. 0 1 / AA2 . 2 S. 0 TH TRASH U205 ELEV 3 EL-01S STAIR 3 ST-01S SHAFT M201 GARAGE FANS, SEE MECH. SLAB OPENING IN L2 SLAB (2) 39.75" x 39.75" OPENINGS IN L2 SLAB VENTILATION GRILLS, SEE MECH. GARAGE FAN, SEE MECH. GARAGE VENTILATION GRILL, SEE MECH. GARAGE VENTILATION LOUVER, SEE MECH. KIDS ROOM L207 RESTROOM L206 RESTROOM L205 L202 COMPUTER ROOM CORRIDOR L210 L203 COMPUTER ROOM 267 RES 268 RES 269 RES 270 RES 271 RES 272 RES 342 RES 343 RES 344 RES 345 RES 346 RES 347 RES 348 RES 349 RES 350 RES 351 RES 352 RES 353 RES 354 RES 355 RES 356 RES 357 RES337 RES ACCESSIBLE 335 RES 334 RES 333 RES 332 RES 331 RES 330 RES 329 RES 328 RES 327 RES 326 RES 325 RES 324 RES 323 RES 322 RES 321 RES 280 RES 281 RES 282 RES 283 RES 284 RES 285 RES 286 RES 287 RES 288 RES 289 RES 290 RES 291 RES 292 RES 293 RES 294 RES 295 RES 296 RES 297 RES 298 RES 299 RES 300 RES 301 RES 302 RES 303 RES 304 RES 6 " 4 ' - 0 " 360' - 7 3/4" 361' - 3 1/4" STORAGE S201 ELEC ROOM U206 GARAGE EX. M206N 320 COM 319 COM 318 COM 317 COM 316 COM 315 COM 312 COM 311 COM 310 COM 309 COM 308 COM 307 COM 306 COM 305 COM 390 COM 389 COM 388 COM 387 COM 386 COM 385 COM 384 COM 383 COM 382 COM 381 COM 380 COM 379 COM 378 COM 377 COM 375 COM 374 COM 376 COM 373 RES372 RES371 RES 370 RES369 RES368 RES 367 RES366 RES365 RES 364 RES363 RES362 RES 361 RES360 RES 359 RES358 RES 266 RES 265 RES 264 RES 406 RES 405 RES 404 RES 403 RES 402 RES 401 RES 400 RES 399 RES 398 RES 397 RES 396 RES 395 RES 394 RES 393 COM 392 COM 391 COM 273 RES 274 RES 275 RES 276 RES 277 RES 278 RES ACCESSIBLE 279 RES ACCESSIBLE 341 RES ACCESSIBLE-VAN 340 RES ACCESSIBLE-VAN 339 RES ACCESSIBLE 338 RES ACCESSIBLE-VAN 313 COM ACCESSIBLE-VAN 314 COM ACCESSIBLE 336 RES ACCESSIBLE CLR 5' - 4"5' - 6"MECH 1001 PARKING P201 CORRIDOR L209 5' - 6"6' - 6 1/2"5' - 11"7' - 10 5/8"6' - 10" RESTROOM C202 RESTROOM C203 8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6"AA422 1 AA442 3 AA421 1 AA440 1 AA423 1 AA420 1 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 6' - 10"8' - 0"8' - 0".8' - 0"8' - 0".8' - 0"8' - 0"8' - 0".8' - 0"8' - 0"8' - 0".8' - 0"8' - 0"8' - 0".8' - 0"8' - 0"8' - 0"8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 6".8' - 6"8' - 6"8' - 6"8' - 6"8' - 6".8' - 0"9' - 4"8' - 0"10' - 0"8' - 0".8' - 0"8' - 0"8' - 0".8' - 6"8' - 6"8' - 6"8 ' - 6 " 8 ' - 6 " . 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 5 ' - 8 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6". 8' - 0" 8' - 0" . 8' - 0" . 8' - 6" 8' - 6" 8' - 6" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0"8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0"8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0". 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0". 8' - 0" 9' - 4" 8' - 0"8' - 0"8' - 0"8' - 0"8' - 2"8' - 0"5' - 0"8' - 0".8' - 0"8' - 0"8' - 0"366' - 3"6' - 11"1 ' - 3 " 1 ' - 1 1 " 366' - 3" 366' - 3" 366' - 3" 366' - 3" 8 ' - 1 0 1 / 4 "10' - 11 3/8"C00R3 M31P1 M64P1 M64P1 M70P0 M11P0 M11P0M11P0 M31P1 M31P1 CF2 | CFQ2 C00R3 CF2 | CFQ2 C00S3 M21P2 CF2 | CFQ2 C00S3 C00R3 366' - 3" P A R K IN G E N T R A N C E OVERHEAD COILING DOOR AA2.2N.1 1 AA2.2N.2 1 AA2.2N.3 1 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:25 PM LEVEL 2 FLOOR PLAN AA2.2.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/16" = 1'-0"1 LEVEL 2 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) CB1CB1CB18 2 +0 0 CB1CB1CB13563623563583623643583643583563603603 6 0 DN DN AA302 1 AA301 1 AA304 2 AA304 3 AA303 3 AA303 2 AA303 1 AA730 10 AA73011 AA730 13 AA420 1 AA423 1 1918 2017161514789 D E F G M N Q S 13 H 10 11 L C B COMMERCIAL C204 STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N GC1.1.N L2 121-L2 GB2.1.N L2 122-L2 GB2.2.N L2 123-L2 GC2.1.N L2 125-L2 GC3.1.N L2 128-L2 GD4.1.N L2 130-L2 GB4.2.N L2 131-L2 GC5.1.N L2 134-L2 STAIR 1 ST-02N TRASH & COMPACTOR U207 TRASH PICKUP U204 GC4.1.N L2 132-L2 GB4.1.N L2 133-L2 GC6.1.N L2 135-L2 GD1.1.N L2 124-L2 GB3.1.N L2 126-L2 GD2.1.N L2 127-L2 VESTIBULE L215 SPKLR U203 UTILITY U201 3 AA413 5 AA411 7 AA411 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 8 AA411 K A M.6 P.4 F.3 J T 2219.4 1 AA401 2 AA401 2 AA400 G.3 21 12 2 A506 2 A502 2 A503 2 A504 2 A505 2 A507 2 A508 2 A509 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 R P 361' - 3 1/4" 360' - 8" 366' - 2 3/4" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 2 3/4" 366' - 3" 366' - 3" STAIR 4 ST-02S AA460 1 U205b U204a P201b U203P201a L214 U205c CF2 | CFQ2 L2ST-02S C204 L213 L212a VESTIBULE REQUIRED AT TIME OF TENANT BUILD-OUT IF ENTRANCE SERVES A SPACE GREATER THAN 3,000 SQUARE FEET IN AREA EXIT PASSAGE L214 PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED 12 GD3.1.N L2 129-L2 ELEV LOBBY L201N GARAGE EX. M206N STORAGE S201 ELEC ROOM U206 AA440 1 AA421 1 AA73014 AA73016 AA73015 AA731 10 AA731 11 AA731 12 AA731 13 AA731 14 AA731 15 8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0". 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0"8' - 6"8' - 6".8' - 0"8' - 0"8' - 0"5' - 8"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6".8' - 6"8' - 6"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"8' - 6".8' - 6"8' - 6".8' - 6"8' - 6"8' - 6" 8' - 6" 8' - 6" . 8' - 0" 9' - 4" 8' - 0" 10' - 0" 8' - 0". 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 0" 8' - 0" . 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 9' - 4" 8' - 0" 366' - 3" 366' - 3" 366' - 3" COMMERCIAL C201 CORRIDOR L212 366' - 3" 366' - 3" PARKING P201 366' - 3" 366' - 3" 6' - 11" 19' - 7" M31P1 C00R3 M31P1 M64P1 M64P1 M64P1 C00R3 M65P2 M70P0 M70P0 M70P0M70P0 M11P0 I03G0 M70P0 M70P0 C00Q3 MM13K1 MM13K1 SFR2 | SFR21 / AA2.2S.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:32 PM LEVEL 2 NORTH FLOOR PLAN AA2.2N.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 2 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -GRADE LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) DN AA303 4 1615 14 6 7 8 9 M 13 10 11 L C B K A M.6 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N GC1.1.N L2 121-L2 GB2.1.N L2 122-L2 GB2.2.N L2 123-L2 UTILITY U201 GC2.1.N L2 125-L2 GD1.1.N L2 124-L2 10' - 9"12' - 6"1' - 2 5/8"4' - 7"5' - 1 3/8"2' - 0"2' - 3"6' - 8"3' - 7"5' - 5"5' - 4"3' - 5"9' - 8 3/8"11' - 0 5/8"12' - 0" 11' - 0" 13' - 0"55' - 5"12' - 7" 11' - 0" 10' - 6" 10' - 6" 13' - 3" 10' - 2" 5' - 6" 5' - 6" 2' - 7" 6' - 8" 3' - 9" 6' - 0" 5' - 0" 4' - 10" 5' - 8" 1' - 9 1/4"8 1/4" 5' - 2" 5' - 0" 3' - 9" 6' - 8" 2' - 2" 5' - 0"7' - 6 5/8"22' - 11"BATH NA1 BATH NA1 BATH NA2 BATH NA2 BATH NA3 BATH NA2 BATH NA2 BATH NA1 BATH NA110' - 1"2' - 4"11' - 0"6' - 4 3/8"3' - 8 5/8"2' - 0" 9' - 6" 6" 40' - 0" 23' - 0"17' - 0" 6' - 3 1/2" 6' - 0 1/2" 10' - 8" 10' - 6 5/8" 6' - 5 3/8" 7' - 0"21' - 0"23' - 0"11' - 0"2' - 4"5' - 11 3/4"6' - 8 1/4"13' - 3 1/4"2' - 4"10' - 4 3/4"11' - 0"2' - 4"12' - 8"2' - 5 3/4" 3' - 6 3/4"4' - 0" 2' - 4"11' - 0"5' - 8"9' - 4"4' - 2 3/8" 2' - 4" 6' - 1 5/8" 3' - 7 3/8"4' - 3"4' - 7 1/2"3' - 11"3' - 6"2' - 4"11' - 9"11' - 1 1/4"13' - 0"7' - 0"8 5/8" 6' - 3 3/8" 13' - 11" 7' - 1" 9' - 11" 6' - 0" 7' - 1" 11" 8' - 7" 9' - 0" L2ST-01N L201Na L201Nb R02 R02 R02 R02 R09 R02 R02 R02 R03 R02 RE4 RE4 RE4 R02R02 R03 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R03 R02 R09 R02 R02 R02 R03 R02 R06 R08 R06 R06 R06 U201 R03 R02 R02 R02R02 R08 R02 R08 GB1.1.N L2 120-L2 6' - 0"12' - 7"6' - 0"6' - 6"6' - 10"7' - 7 31/64"12' - 9"5' - 6"10' - 6"13' - 1 1/2"10' - 10 1/2"6 ' - 2 " 6 ' - 6 " 6 ' - 0 " 1 4 ' - 3 1 / 2 "6' - 0"BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM B E D R O O M B E D R O O M B E D R O O M B E D R O O M AA421 1 AA440 1 WALK-IN CLOSETCLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET W A LK -IN C LO S E T W A LK -IN C LO S E T W A LK -IN C LO S E T CLOSETCLOSETCLOSET CLOSET CLOSET CLOSET 8' - 0 1/2"4' - 3 1/8"7' - 6 3/8"10' - 4 7/8"2' - 3 3/8"10' - 9"6' - 0 3/8" 6' - 3 3/8" 6' - 0 1/2" F F F F F F F F F FF F F F FF SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D C O CO CO CO CO CO AA731 8 AA731 10 AA731 11 AA731 12 366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"AA73128 27 ELEV LOBBY L201N MM13K1 M64P0 M31P1 MM13K1 M11P0 MM13K1 M11P0 MM13K1 M31P1 M11P0 SFR2 | SFR2 M60P0 MM13K1 MM13K1 MM13K1 M10K0 M10K0 M31P1 1 / AA2 . 2 N. 2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:39 PM LEVEL 2 NORTH SECTOR PLAN - N1 AA2.2N.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 2 SECTOR PLAN - NORTH N1 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) DN 1918 201716151491011 L C B 8 AA411 K A 19.4 12 2 A506 2 A504 2 A505 2 A507 2 A508 2 A509 2 A510 ELEV 1 EL-02N TRASH & COMPACTOR U207 GD2.1.N L2 127-L2GB3.1.N L2 126-L2 GC3.1.N L2 128-L2 GD3.1.N L2 129-L2 GC2.1.N L2 125-L2 GD1.1.N L2 124-L2 10' - 9" 12' - 6"44' - 9"16' - 0"55' - 0"12' - 9 3/4" 5' - 4"5' - 10 3/8"1' - 2 5/8"4' - 7"5' - 1 3/8"2' - 0"2' - 3"6' - 8"3' - 7"5' - 5"5' - 4"3' - 5" 11' - 2 3/8"12' - 9 5/8"9' - 8 3/8"11' - 0 5/8"11' - 0"8' - 0" 8' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 10' - 4 3/8"10' - 6"10' - 7 1/2"10' - 5"13' - 1 1/8" 2' - 5"5 1/8" 6' - 3 7/8" 4' - 1 1/8" 5' - 4 1/8" 5' - 3 3/8" 5' - 2 7/8" 5' - 3 1/8" 4' - 6 3/8" 5' - 10" 3' - 9" 6' - 7 3/4" 2' - 5" 12' - 7" 5' - 0" 3' - 9" 6' - 8" 2' - 2" 5' - 0" BATH NA1 BATH NA2 BATH NA3 BATH NA1 BATH NA2 BATH NA1 BATH NA1BATH NA1 BATH NA2BATH NA2 BATH NA1 11' - 1 1/4" 9' - 0" R02 R02 R02 R02 R09 R03 R02 R02 R02 R03 R02 R02 RE4RE4 RE4 R02 R02 R02 R02 R02 R03 R02 R09 R02 R04 R02 R02 R02 R02 R04 R02R02 R02 R02 R02R02 R08 R06 R08 R08R04 R02 R02 R02 R02 R03 R03 R02 R03 R02 R02 R07 R02 R02 R04 R04 R02 R08 6' - 0"12' - 7"6' - 0"6' - 6"6' - 10"12' - 9" 5' - 6" 10' - 6" 13' - 1 1/2" 10' - 10 1/2" 10' - 9 5/8" 9' - 2 3/8" 8' - 3 5/8" 3' - 6" 6' - 2 3/8" 5' - 11 7/8" 8' - 0 1/8" 10' - 1 3/8" 3' - 6" 17' - 10 3/4" 6' - 4"6' - 2"6' - 6"6' - 0"14' - 3 1/2"6' - 0" 24' - 0"20' - 0"32' - 0"31' - 6 1/8"10' - 11 1/2"13' - 10"9' - 4 1/8"2' - 4"13' - 1 3/8"5' - 11 1/2" 4' - 0" 5' - 1 5/8" 6' - 0" 2' - 4" 1' - 9" 4' - 0" 2' - 4"1' - 6"8' - 11"2' - 4"12' - 11"5' - 0"11' - 5 7/8"12' - 11"5' - 0"6' - 7"15' - 3 1/2"6' - 0"14' - 6"6' - 3 1/2" 4' - 4" 4' - 6" 6' - 0" 5' - 9 1/4" 6' - 4 1/2"6' - 11 7/8" 2' - 8"3' - 8 1/2"3' - 6" BE D R O O M BE D R O O M BE D R O O M BE D R O O M BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM W ALK-IN CLO SET CLO SET W ALK-IN CLO SET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETWALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET F F F F F F F F F F F FFFF FF F S D S D S D S D S D SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD CO CO CO CO CO C O AA731 12 AA731 13 AA731 14 366' - 3" 366' - 3" 366' - 3"366' - 3" 366' - 3"366' - 3" MM13K1 M11P0 M60P0 MM13K1 MM13K1 M11P0 MM13K1 M10K0 M10K0 M11P0 M11P0 MM13K1 M11P0 M11P0 MM13K1 M10P0 M60P01 / AA2.2N.11 / AA2.2N.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:47 PM LEVEL 2 NORTH SECTOR PLAN - N2 AA2.2N.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 2 SECTOR PLAN - NORTH N2 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 20 M N QL 4 AA411 1 AA410 3 AA410 2 AA410 K M.6 P.4 22 21 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 RP AA420 1 GD4.1.N L2 130-L2 GB4.2.N L2 131-L2 GC5.1.N L2 134-L2 STAIR 1 ST-02N TRASH & COMPACTOR U207 GC4.1.N L2 132-L2 GB4.1.N L2 133-L2 GC6.1.N L2 135-L2 VESTIBULE L215 361' - 3 1/4"360' - 8"366' - 2 3/4"366' - 3"GD3.1.N L2 129-L2 9' - 3 3/4"13' - 10"6' - 0"6' - 1 3/4"12' - 8 127/256"2' - 4"4' - 0"6' - 1"3' - 6" 5' - 6" 11' - 0"2' - 4"6' - 0"3' - 5"10' - 5"13' - 0"2' - 4"6' - 6"3' - 6"3' - 5 1/2"6' - 6"10' - 7 1/8"13' - 0 3/8" 2' - 4"6' - 8 1/2" 12' - 0" 11' - 0" 13' - 1"31' - 11"12' - 8"34' - 11 5/8"29' - 4 3/8"10' - 0" 10' - 1 5/8" 10' - 9 3/8" 11' - 0"10' - 8 1/2" 10' - 7 1/2" 13' - 7 5/8" 29' - 0"24' - 0"21' - 0"24' - 0"20' - 7"36' - 5"12' - 10"23' - 4 1/2"11' - 1 1/2"12' - 3"6' - 4"4' - 9 1/2"5' - 11"6' - 4"2' - 6"5' - 8"4' - 8"1' - 2 3/4" 5' - 6 1/2" 5' - 1"1' - 5 7/8" 4' - 11 1/8" 5' - 5 1/4" 2' - 5 1/2" 10' - 8 1/2" 5' - 10"5' - 6" 4' - 7 5/8" 9 1/2"5' - 7" 5' - 5" 2' - 5" 6' - 7 3/4" 3' - 11 1/4"3' - 7" 8' - 5" 5' - 6" 5' - 6" 2' - 6" 6' - 7 251/256" 3' - 11 5/256"12' - 9 3/4"25' - 2 1/4"7' - 6"10' - 4 3/8"12' - 6 1/4"2' - 4"10' - 4"2' - 5"2' - 4"3' - 7"6' - 9"4' - 3"3' - 3"4' - 6 3/8"5' - 10"3' - 9"6' - 7 3/4"2' - 5"4' - 6 1/4"6' - 0"4' - 8"2' - 8"4' - 0"4' - 0"6' - 0"17' - 10"8' - 10 1/2"ELEC ROOM U206 STORAGE S201 GARAGE EX. M206N BATH NA2 BATH NA1 BATH NA3 BATH NA3 BATH NA2 BATH NA2 BATH NA3 BATH NA1 6' - 4 1/2"6' - 0"2' - 4"12' - 0"13' - 6" 7' - 6" 6' - 0" 3' - 7 1/4"2' - 8 1/4"2' - 4"10' - 1 1/2"6' - 0"15' - 0"6' - 8 3/4"4' - 6"2' - 4"12' - 8"5' - 10"4' - 6"6' - 2"3' - 10"4' - 4"2' - 4"11' - 2 1/4"L1ST-02Nc L215b L2ST-02N R02 R02 R03 R02 R02 R02 R02 R02 R03 R02 R07 R02 R02 R02 R02 R03 R02 R02R02 R02 R02 RE4 RE4RE4 R02 R02 RE4 L215a R08 R08 R06 R07 R06 R06 R02 R03 R05 R02 R02 R02 R02 R02 R02 R02 R02 R04 U207 U206 U205c R08 R02 R02 R05 R02R02 R02 R02 R03 S201 R06 R08 5' - 9 1/4"6' - 4 1/2"6' - 11 7/8"2' - 8"3' - 8 1/2"3' - 6"12' - 8 7/8"2' - 4"9' - 11 5/8" 8' - 0"6' - 0"11' - 6 1/4"6' - 0"2' - 4"6' - 1 1/2" 5' - 0"6' - 2 1/2"5' - 7 1/2"7' - 2"9' - 0"7' - 8"2' - 4"12' - 1 1/2"3' - 10"6' - 0" 9' - 2 3/4" 8' - 11"5' - 3"15' - 10"6' - 8"6' - 9" 4' - 2 3/4" 2' - 10" 1' - 9" 9' - 3" 7' - 0"9' - 11 1/2"2' - 4"9' - 11"6 3/8"6' - 6"9' - 4"6' - 3" 1' - 0" 9' - 1" 8' - 8" 1' - 11 3/8"BEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM WALK-INCLOSETWALK-INCLOSET16' - 2"6' - 8"4' - 11 1/2"WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET7' - 2 1/2"FF F F F F F F3' - 11 7/8"6' - 0 1/8"4' - 2 3/8"F F F F F F FSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD CO CO CO CO CO CO COAA460 1 AA730 14 AA730 16 AA730 15 AA731 15 366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"366' - 3"M10P0 W10P0 M11P0 M11P0 M60P0 MM13K1 MM13K1 M01K0 MM13K1 M11P0 MM13K1 M01K0 M60P0 M11P0 1 / AA2.2N.2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: M10K0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: F57Q0 - 2X8 EXTERIOR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:04:55 PM LEVEL 2 NORTH SECTOR PLAN - N3 AA2.2N.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 2 SECTOR PLAN - NORTH N3 KEY PLAN -GRADE LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 48CB1 CB1CB1 CB1 CB1CB1 48354354366364366DN DN AA302 2 AA300 3 AA3041 AA304 2 AA303 3 AA303 4 AA731 9 7 AA731 4 AA731 1 AA730 57 AA730 1 AA421 1 171615 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B COMMERCIAL C201 FITNESS L208 ELEV 4 EL-02S PARKING P202 STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N LIVING ROOM/ LOUNGE L204 BUSINESS CENTER L201 TRASH & COMPACTOR U202 GC1.1.N L2 121-L2 GB2.1.N L2 122-L2 GB2.2.N L2 123-L2 GC2.1.N L2 125-L2 GD1.1.N L2 124-L2 GB3.1.N L2 126-L2 CORRIDOR L212 UTILITY U201 EXIT PASSAGE L211 OPEN TO BELOW 4 AA412 2 AA412 1 AA412 5 AA410 6 AA410 4 AA410 2 AA411 1 AA411 K A M.6 P.4 F.3 J T 1 1 AA401 2 AA401 2 AA400 G.3 6 AA411 3 AA412 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 2 A508 R P AA300 2 COMPUTER ROOM L203 COMPUTER ROOM L202 RESTROOM L205 RESTROOM L206 ELEV 3 EL-01S KIDS ROOM L207 ELEV LOBBY L201S SHAFT M201 GARAGE EX. M202S STAIR 3 ST-01S CORRIDOR L210 AA442 3 AA422 1 AA440 1 AA461 1 L212b U202 C201b C202 C203 C201a RESTROOM C202 RESTROOM C203 VESTIBULE REQUIRED AT TIME OF TENANT BUILD-OUT IF ENTRANCE SERVES A SPACE GREATER THAN 3,000 SQUARE FEET IN AREA 8 AA730 2 AA730 3 AA730 4 AA730 6 AA730 9 AA731 3 2 AA7315 6 AA731 8 AA731 10 AA731 11 AA731 12 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6" 8' - 6". 8' - 0" 8' - 0" . 8' - 0" . 8' - 6" 8' - 6" 8' - 6" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0"8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" . 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0"8' - 0" 8' - 0" . 8' - 0" 8' - 0" . 8' - 0" 8' - 0" 8' - 0". 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" . 8' - 6" 8' - 6" 8' - 6" . 8' - 6"8' - 6" 8' - 6" . 8' - 0" 8' - 0" 8' - 0" . 8' - 0" 8' - 0". 8' - 0" 9' - 4" 8' - 0"8' - 0"8' - 0"8' - 0"8' - 2"8' - 0"5' - 0"8' - 0".8' - 0"8' - 0"8' - 0"366' - 3".8' - 6"8' - 6"8' - 6".8' - 6"8' - 6".8' - 6"8' - 0"8' - 0".8' - 0"8' - 0"..8' - 6"8' - 6"8' - 6"8' - 6"8' - 6".8' - 0"PARKING P201 366' - 3" 8'-2" MIN. VERT. CLEARANCE FOR ACCESSIBLE VANS WITHIN THE SHADED AREA 7'-0" MIN. VERT. CLEARANCE AT ALL VEHICULAR AREAS GARAGE FANS, SEE MECH. SLAB OPENING IN L2 SLAB VENTILATION GRILLS, SEE MECH. 366' - 3" 366' - 3" 366' - 3" 366' - 3"366' - 3" 366' - 3"6' - 5 1/4"6' - 0"6 T @ 11" 5' - 6"1' - 0"1' - 0" C00R3M31P1 C00S3 M11P0 M11P0 M11P0 M31P1 C00R3 7' - 10 5/8"6' - 10"6' - 10" M21P2 M20P2 M20P2 M65P2 M65P2 M65P2 M65P2 SF-01 1 / AA2 . 2 N. 0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:05:11 PM LEVEL 2 SOUTH FLOOR PLAN AA2.2S.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 2 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -GRADE LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) BUSINESS CENTER L201 LIVING ROOM/ LOUNGE L204 ELEV 4 EL-02S OPEN TO BELOW OPEN TO BASKETABLL BELOW FITNESS L208 3 42 D E F G C B A F.3 1 ELEV LOBBY L201S EXIT PASSAGE L211 ELEV 3 EL-01S PARKING P202 STAIR 3 ST-01S SHAFT M201 TRASH & COMPACTOR U202 76 SF RESTROOM 57 SF RESTROOM 234 SF COMPUTER ROOM COMPUTER ROOM L203 KIDS ROOM L207 L203 L202 L205 L206 L204 L207b L208 L2ST-01S L201Sd L201Sc L201Sb L201Sa P202a L211 PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED PER WSEC C402.5.7 EXCEPTION 4 SINCE THE CORRIDOR IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED L207a SF-04 M10J0 M10J0 M10J0 M01K0 M10J0 M10J0 SF-04 SF-04 M10J0 M10J0 CF2 | CFQ2 C00R3 SF-04 CF2 | CFQ2 C00R3 C00R3 C00R3 C00R3 C00R3 M65P2 M65P2 M65P2 SF-04 M26L2 M26L2 CF2 | CFQ2 SF-01 CF2 | CFQ2 SF-04 2' - 2"5' - 5 1/4" M65P2 M65P2 M65P2 M65P2 M65P2 M20P2 M20P2 CF2 | CFQ2 M20P2 M20P2 M21P2M21P2 5' - 7 1/4" 3' - 1" GARAGE EX. M202S CORRIDOR L210 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" 366' - 3" AA442 3 AA422 1 AA731 3 2 AA7315 6 M26L2 M26L2 CF2 | CFQ2 M11P0 M10J0 SF-04 SF-04 M11P0 M11P0 SF-04 SF-04 SF-01 42" HIGH CONTINUOUS RAILING CENTER WALL ON MULLION 3' - 3 1/4"3' - 2"3' - 2"2' - 5 1/4"5' - 5 1/4"6' - 3 3/8" CF2 | CFQ2 SF-04 CF2 | CFQ2 SF-04 SF-04 M10J0 AA732 2 1 AA732 8 AA731 26 2425 AA73214 13 AA732 12 11 AA73217 16 AA732 15 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:05:20 PM LEVEL 2 AMENITY FLOOR PLAN AA2.2S.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"2 LEVEL 2 AMENITY FLOOR PLAN KEY PLAN - AMENITY LEVEL 2 AMENITIES AT LEVEL 2 2 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) PLAY AREA 19 18 20 17 16 15 14 3 4 5 6 7 8 92 D E F G M N Q S 13 H 10 11 L C B C6.1.C 302S D2.1.C 301S C1.1.C 304S C1.1.C 306S A1.2.C 303S B7.1.C 305S A2.1.C 307S A2.1.C 310S B1.1.C-A 313S B1.1.C 315S B6.1.C 316S A3.1.C 320S B4.1.C 322S A3.1.C 325S C1.3.C-A 327S D4.2.C 328S B1.3.C 305N D1.1.C 303N D1.1.C 302N B1.1.C 304N B5.1.C 306N B1.4.C 307N A3.1.C 309N A3.1.C 313N C1.1.C 316N C1.1.C 312N C1.2.C 310N B3.1.3 308N B1.1.C 318N D1.3.C 319N B1.1.C 321N B1.1.C 322N A2.1.C 317N A2.1.C 320N B1.1.C 323N C2.1.C 324N C3.1.C 325N TRASH U304N STAIR 1 ST-02N STAIR 2 ST-01N ELEV 1 EL-02N ELEV 2 EL-01N ELEV 3 EL-01S ELEV LOBBY L301S ELEV 4 EL-02S STAIR 3 ST-01S ELEV LOBBY L301N CORRIDOR L302S STAIR 4 ST-02S TRASH U301S CORRIDOR L302N UTILITY U301N OPEN TO BELOW OPEN TO BELOW K A M.6 P.4 F.3 J T 22 19.4 1 GARAGE EX. M302S GARAGE EX. M306N 1 AA401 2 AA401 2 AA400 2 AA400 G.3 A3.1.C-A 301N A3.1.C 314N A3.1.C 315N A3.1.C 311N A3.1.C 324S A3.1.C 318S 21 12 METER ROOM U302N HVAC M304N HVAC M307N BIKE STORAGE S302N STORAGE S303N STORAGE S301N UTILITY U302S BIKE STORAGE S305S STORAGE S306S CORRIDOR L303S HVAC M307S R P METER ROOM U303S HVAC M301S AA442 4 AA422 5 AA423 4 AA420 5 AA460 2 AA421 4 AA440 6 SEE LANDSCAPE PLANS FOR COURTYARD DESIGN AA461 2 377' - 3" 377' - 3" 377' - 3" 377' - 3" GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:05:39 PM LEVEL 3 FLOOR PLAN AA2.3.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/16" = 1'-0"1 LEVEL 3 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA304 1 AA3044 AA303 3 AA303 2 AA303 1 AA303 4 1918 2017161514 5 6 7 8 9 D E M N Q S 13 10 11 L C B B1.1.C 304N B5.1.C 306N B1.4.C 307N A3.1.C 309N A3.1.C 313N C1.1.C 316NC1.1.C 312N C1.2.C 310N B3.1.3 308N B1.1.C 318N D1.3.C 319N B1.1.C 321N B1.1.C 322N A2.1.C 317N A2.1.C 320N B1.1.C 323N C2.1.C 324NC3.1.C 325N TRASH U304N STAIR 1 ST-02N STAIR 2 ST-01N ELEV 1 EL-02N ELEV 2 EL-01N ELEV LOBBY L301N CORRIDOR L302N UTILITY U301N 7 AA411 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 8 AA411 K A M.6 P.4 2219.4 2 AA401 2 AA400 21 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 2 A508 2 A509 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 R P STORAGE S304N METER ROOM U302N BIKE STORAGE S302N STORAGE S301N STORAGE S303N AA420 5 AA460 2 AA440 6 AA421 4 377' - 3" 377' - 3" A3.1.C 315N A3.1.C 314NA3.1.C 311N B1.3.C 305N D1.1.C 303N A3.1.C-A 301N D1.1.C 302N 1 / AA2.S3.0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:05:56 PM LEVEL 3 NORTH FLOOR PLAN AA2.N3.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 2 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 3 AA303 4 161514 6 7 8 9D E M N 13 10 11 L C B K A M.6 12 2 A506 2 A501 2 A502 2 A503 2 A504 2 A505 2 A507 B1.1.C 304N B5.1.C 306N B1.4.C 307N C1.2.C 310N B3.1.3 308N STAIR 2 ST-01N ELEV 1 EL-02N ELEV 2 EL-01N ELEV LOBBY L301N CORRIDOR L302N UTILITY U301N L3ST-01N L301N RE1 RE1 RE1 RE1 RE1RE1 RE1 L302Na RE1 RE1 R02 RE2 R04 R04 R01 S302N R01 R01 R01 S303NS301N R01 R01 R01 R01 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R04 R04 R09 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R06 R06 R06 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R04 R04 R07 R05 R02 R02 R02 R02 R02 R02 R03 R02 R08 R06 R02 R02 R02 R02 R02R03 R02 R08 R05 R05 R06 R01 RE1 A3.1.C 311NA3.1.C 309N PATIO P309N BIKE STORAGE S302N A3.1.C-A 301N D1.1.C 302N PATIO P301N PATIO P302N D1.1.C 303N BALCONY B303N BALCONY B305N B1.3.C 305N BALCONY B308N BALCONY B310N U301N HVAC M301N BATH B-B3 KITCHEN L2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-B3 KITCHEN L2 BATH NA1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH NA1 BATH B-B2KITCHEN L2 BATH B-B3 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B3 KITCHEN L1-A BATH A-1 STORAGE S303NSTORAGE S301N PATIO P304N PATIO P306N PATIO P307N HVAC M303N HVAC M302N 8' - 9 3/4"5' - 0"12' - 4 3/4"8' - 9 1/2"10"13' - 6"6' - 4 1/4"2' - 4" 6' - 2" 2' - 8 3/4" 6' - 5 1/4" 9' - 9" 2' - 4" 15' - 7" 15' - 2 1/4" 2' - 6" 8' - 1 1/4" 19' - 4" 13' - 10" 2' - 10" 9' - 9 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 7 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"8' - 0"6' - 7 1/2"10' - 4 7/8"7' - 4 1/2"12' - 10"2' - 4"11' - 6"9' - 10" 6' - 8" 6' - 3" 3' - 10 1/4" 4' - 3 1/4" 4' - 0" 2' - 4 1/2"10' - 1"6' - 0"3' - 0"8' - 0"10' - 6 1/8"9' - 11 3/4"10' - 10 1/4"2' - 4" 7' - 10 1/2" 4' - 0" 6' - 5 3/4"10' - 10"2' - 4"11' - 0"2' - 4"11' - 8"14' - 0"6' - 2 3/4" 6' - 3 1/4" 6' - 2 3/4" 6' - 3 1/4" 3' - 9 3/4" 5' - 5"6' - 2"2' - 4"6' - 1 7/8"4' - 3" 6' - 0"2' - 4"8' - 8"4' - 0"6' - 4 3/4"6' - 0"13' - 1 3/4"6' - 4 3/4" 11' - 0" 10' - 6" 10' - 8 3/4"10' - 6 1/2"9' - 7 1/2"11' - 11 1/4"3' - 10 1/4" 4' - 5 1/2" 4' - 0" 6' - 1 1/2"9' - 5 3/4"6' - 1 1/4"5' - 9"11' - 0"6' - 4" 9' - 7 1/2" 2' - 6 1/2" 3' - 6" 2' - 3 3/4" 4' - 0" 5' - 5 1/4" 4' - 4 1/4"10' - 7 3/4"4' - 0"9' - 4"6' - 1 1/2"10' - 6 3/4"5' - 6"9' - 8 3/4"6' - 2 1/4"3' - 11 1/2" 4' - 6" 6' - 0" 14' - 0"14' - 0" 3' - 10 1/2" 5' - 0" 7 1/2" 2' - 4" 8' - 2" 3' - 10" 5' - 0" 4" 2' - 4" 12' - 0" 11' - 0" 13' - 0" 32' - 2 3/4" 12' - 6" 10' - 8 1/4" 12' - 7"7' - 6"39' - 0"7' - 6"11' - 7 3/4"2' - 4"11' - 3 1/2"6' - 0"5' - 7 3/4"2' - 4"4' - 11 1/2"6' - 4"3' - 9"3' - 9"2' - 10"7' - 7"6' - 5"6' - 4"5' - 4"2' - 4"2' - 3" 9' - 9" 5' - 6" 5' - 6" 2' - 6" 6' - 8" 3' - 10" 5' - 8 1/4" 5' - 7" 14' - 0"10' - 9 1/2"10' - 3 1/4"13' - 2 3/4"6' - 0"10' - 4 3/4"8' - 10"3' - 6 1/2"12' - 1 3/4" 9' - 8 3/4" 3' - 4" 4' - 3" 6' - 0"10' - 8"2' - 4"4' - 0"6' - 0"9' - 6"6' - 0" 13' - 0 1/4" 6' - 6 1/4" 4' - 5 1/2" 16' - 2 3/4" 2' - 2 1/4" BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET DEN CLOSETCLOSETCLOSETCLOSET CLOSETCLO SET CLOSET CLOSETCLOSETCLOSET CLOSETCLO SETCLOSET CLOSETCLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETAA421 4 AA440 6 20' - 0" TYPE A TYPE B CO CO CO CO CO CO CO CO CO CO CO F F F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F F F F SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 5' - 7" 4' - 7 3/4" 5' - 6" 5' - 0" 2' - 5" 6' - 8" 3' - 11" 3' - 11" 6' - 8" 2' - 5" 5' - 7 1/4" 5' - 3 1/4" 4' - 9 1/2" 6' - 4" 10' - 2 3/4" 10' - 6" 13' - 0" 13' - 0" 10' - 10 1/2" 11' - 1 1/2" 12' - 0" 11' - 0" 13' - 0" 11' - 3 1/4" 20' - 8 3/4" 26' - 0" 22' - 0" R02 5' - 6" 5' - 6" 2' - 7" 6' - 8" 3' - 9" 6' - 0" 5' - 0" 4' - 10" 5' - 8" 5' - 0 3/4" 5' - 8" 2' - 3" 6' - 8" 3' - 7" 5' - 8 1/4" 5' - 0" 3' - 9" 6' - 8" 2' - 2" 5' - 0" 4' - 8" 9' - 8" 4' - 0"2' - 4"5' - 7 1/4"6' - 2 1/2"7' - 4 1/2"10' - 2"2' - 4 1/2"R015' - 2"2' - 10"4' - 8"6' - 0"5' - 0"3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 12' - 6"10' - 9" 5' - 8 3/4" 2' - 10 3/4" 7' - 1 1/4" W02Q0 WW14L1 W10P1 W11Q0 W10P1 W10P0 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 WW14L1 W10P1 W10P1 W10P1 W11Q0 W10P1 W10L0 W15L1 W35P1 W11Q0 W10P1 W10P1 WW14L1 W10P1 W10P0 W02Q0 W35P1 W10P1 WW14L1 WW14L1 W10P1 W10P1 W10P1 W10P0 W35Q1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1W35P1 WW14L1 WW14L1 W21P2 W21L2 M26L2 W35P1 W35Q1 W10P0 W10P0 W11Q0 W10P1 W10P1 W35P1 W15L1 W35P1 WW14L1 W11Q0 W10P1 W10P1 WW14L1 W35Q1 W10P1 W35P1 W10P1 WW14L1 W35P1 WW14L1 W10L0 W10P1 W11Q0 W10P0 W10P1 WW14L1 W10P1 W10P0 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 WW14L1 W10P1 377' - 3"25' - 3 1/4"8' - 10 1/4" 6' - 5 1/2" AA732 18 1 / AA2.N3.21 / AA2.N3.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:06:10 PM LEVEL 3 NORTH SECTOR PLAN - N1 AA2.N3.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - NORTH N1 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 2 1918 201716 M N 11 L C B 3 AA410 8 AA411 K A M.6 2219.4 21 12 2 A506 2 A507 2 A508 2 A509 2 A510 2 A512 2 A513 2 A511 C1.1.C 316N C1.2.C 310N B1.1.C 318N D1.3.C 319N B1.1.C 321N A2.1.C 317N A2.1.C 320N TRASH U304N METER ROOM U302N GARAGE EX. M306N RE1 RE1 RE1 RE1RE1RE1RE1 RE1RE1 RE1 RE1 RE1 RE1 R01U302N R01R01 R01 R01 R01 R01 U304N R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02R02 R02 R03 R03 R02 R05 R05 R05 R05 R06 R06 R04 R04 R07 R08 R04R04 R04 R04 R06 R04 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R09 R02 R02 R07 R02 R07 R02R09 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R01 R01 R01 S304N PATIO P320N PATIO P317N A3.1.C 315N PATIO P315N PATIO P314S A3.1.C 314N STORAGE S304N A3.1.C 311NA3.1.C 309N PATIO P309N PATIO P311N BALCONY B310N BALCONY B312N BALCONY B316N BALCONY B318N BALCONY B319N BALCONY B321N KITCHEN L2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-B3 KITCHEN L2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH B-A3 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-B2 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2BATH B-B2 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 A3.1.C 313N C1.1.C 312N C1.1.C 312N R02 R03 R02 R02 R04 R04 BATH B-B2 BATH NA1 9' - 9"6 1/2"5' - 0"2' - 4"9' - 7"6' - 9 1/2"8' - 11 1/4"5' - 0"7"11' - 5"9' - 10 1/4"8' - 9 3/4"5' - 0"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"6' - 7 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"8' - 0"6' - 1 1/2"10' - 6 3/4"5' - 6"9' - 8 3/4"4' - 5 1/2"6' - 1 3/4"6' - 2 1/4"3' - 11 1/2" 4' - 6" 6' - 0" 7 1/2" 2' - 4" 8' - 2" 3' - 10" 5' - 0" 4" 2' - 4" 8' - 6"3' - 10" 5' - 0" 4" 2' - 4" 8' - 6" 3' - 10 1/2" 5' - 0" 4" 2' - 4" 16' - 7 1/2" 2' - 4"7 1/2" 5' - 0" 13' - 9" 5' - 9 1/2" 5' - 3" 9' - 1" 2' - 7 1/4" 4' - 11 3/4" 7' - 11 1/2" BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET 20' - 0"20' - 0"20' - 0"20' - 0"30' - 0" 3' - 8 1/2"9' - 2"9' - 8 1/4"11' - 5"5' - 0"7"8' - 7 3/4" R01 34' - 0"30' - 0"9' - 10 1/2"5' - 9 1/2"5' - 0"9' - 7 7/8"5' - 10 1/4"6' - 3 1/8"3' - 6 3/4"6' - 9 1/2"9' - 9"6 1/2"5' - 0"2' - 4"9' - 7"6' - 9 1/2"6' - 10 1/4"8' - 1 3/4"R0110' - 10 1/2"2' - 4"2' - 11 1/2"6' - 4"3' - 10"3' - 10"10' - 10 1/2" 2' - 4" 2' - 11 1/2" 6' - 4"10' - 1 1/4"6' - 2"10' - 1 1/4"6' - 2"4' - 0"2' - 4"11' - 2" 9' - 11 3/4" 10' - 10 1/4" 2' - 4" 10' - 8 1/4"6' - 2"5' - 11 3/4"4' - 3"6' - 0"6' - 2"2' - 4"6' - 8 1/4"12' - 1 3/4"9' - 9"6' - 4 3/4"11' - 3 3/4" 6' - 0" 14' - 8 1/4" 2' - 4"5' - 0"12' - 8 3/4"32' - 0"13' - 0"11' - 0"12' - 0"3' - 8"6' - 7 3/4"2' - 5"11' - 0" 9' - 10" 11' - 2" 2' - 4" 10' - 10"6' - 5 3/4"4' - 0"3' - 10 1/2"10' - 9 1/2"10' - 2 1/2"11' - 0"5' - 5"5' - 4 1/2"4' - 5 1/2"5' - 9"5' - 5"5' - 7"5' - 6"5' - 6"8' - 5"3' - 7"5' - 4"2' - 6"6' - 8"3' - 10"6' - 0"3' - 0"7' - 4 1/8" CO CO CO CO F F F F F F F F F F F F F F FF F F F F CO CO CO CO CO COCO CO CO CO F F F F F F F F F F F F F F F F F F F F F F F FF FF F SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SDSDSD SD SD SD SDSDSD SDSD 10' - 0"10' - 10 1/4" 6' - 0" R02 R015' - 2"3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 5' - 5" 5' - 4" 2' - 3" 6' - 8" 3' - 7" 5' - 5" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 5' - 5" 3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 5' - 4 1/2" 5' - 1 1/2" 4' - 8" 5' - 10" 3' - 9" 6' - 7 3/4" 2' - 4" 7' - 0" 4' - 0" 2' - 4" 5' - 2 1/4"6' - 9" 12' - 6"21' - 6"12' - 6" 10' - 9"16' - 0"10' - 9" 12' - 6"31' - 9"12' - 8 3/4"25' - 3 1/4"7' - 6"10' - 9"10' - 9" 8' - 0" 8' - 0"10' - 6"10' - 6"10' - 9"11' - 11 1/4"2' - 4"11' - 0" 2' - 4"6' - 0"3' - 0"8' - 0"11' - 0"9' - 10"11' - 1"2' - 4"11' - 1 1/2"5' - 3 3/4"2' - 4"10' - 6"10' - 6"2' - 4"5' - 3 3/4"10' - 8"4' - 0"5' - 8 3/4"5' - 8 1/2"11' - 0 1/4"5' - 6"9' - 8 1/4"5' - 7 1/2"4' - 5 1/2" 6' - 1 3/4"10' - 8"4' - 0"5' - 8 3/4"11' - 7 1/4"5' - 8 1/2"5' - 7 1/2"16' - 2"10' - 11 3/4"2' - 4"16' - 8 1/4"8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"16' - 10"2' - 2 1/4"10' - 11 3/4"4' - 6" 6' - 0 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 6" 6' - 0" 6' - 0" 4' - 6"8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"2' - 6"2' - 6"2' - 2"5' - 8"4' - 0"4' - 0" 5' - 8" 2' - 2"3' - 0"3' - 0" 14' - 3 1/4"6' - 0"6' - 0"14' - 3 1/4"5' - 8 3/4"14' - 3 1/4"5' - 8 3/4"14' - 3 1/4"5' - 8 3/4" 2' - 10 3/4" 7' - 1 1/4" 7' - 2" 2' - 11" 2' - 9 3/4" 7' - 1 1/4" 7' - 2" 2' - 11" 2' - 9 3/4" 7' - 1 1/4" 7' - 2" 2' - 10" 3' - 2" 3' - 2" 2' - 10" 7' - 1 1/4" 7' - 2" W21L2 W35Q1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W11Q0 W10P1 W10P1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W10P1 WW14L1 W10P1 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 W10P1 W10P1 W35P1W10P0 WW14L1 W10P1 W10P0 W10P1 W10P1 W10P1 W35Q1 W35P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1WW14L1 WW14L1-5 WW14L1-5 W11Q0 W10P1 W10P0 W10P0 W35P1 W15L1 W35P1 W10P1 WW14L1 WW14LP1 WW14L1 W10P1 W11Q0 W10P0 W10P1 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 W10L0 WW14L1 W35P1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 W10P1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14L1 W10P0 W35P1W15L1 W10P1 W10P0 W10P1 WW14L1 W35Q1 W10P1 W10P0 W35P1W15L1W35P1W35Q1W15L1W35P1W35Q1 W10P0 W10P1 W10P1 WW14L1 W10P0 W10P0 W10P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 AA460 21 / AA2.N3.11 / AA2.N3.11 / AA2.N3.31 / AA2.N3.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:06:12 PM LEVEL 3 NORTH SECTOR PLAN - N2 AA2.N3.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 2 ENLARGED FLOOR PLAN N2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 19 20 M N Q S 3 AA411 4 AA411 1 AA410 2 AA410 M.6 P.4 2219.4 21 2 A509 2 A510 2 A515 2 A514 2 A512 2 A513 2 A511 R P B1.1.C 321N B1.1.C 322N A2.1.C 317N A2.1.C 320N B1.1.C 323N C2.1.C 324N C3.1.C 325N TRASH U304N STAIR 1 ST-02N METER ROOM U302N GARAGE EX. M306N L302Nb L3ST-02N RE1 RE2 RE1 RE1 RE1 RE1 R02 R01 R02 R08 R08 R06 R06 R01 R01 U302NR01R01 R01 R02 R02 R02 R10 R06 R03 R02 S305Na S305Nb S305Nc U304N RE1 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R02 R03 R02 R02 R02 R03 R02 R02 R03 R03 R02 R05 R05 R05 R05 R04 R04 R07 R08 R04R04 R07 R08 R08 R08 R09 R02 R02 STORAGE S305N PATIO P325N HVAC M307N BALCONY B324N BALCONY B322N PATIO P323N PATIO P320N PATIO P317N BALCONY B321N BATH B-A3 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-A3 KITCHEN L2 BATH B-A2 BATH B-B1 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2BATH B-B2 R02 R03 R02 R02 R04 R04 R07 R08 R02 BATH B-B2 BATH NA1 KITCHEN L2 3' - 11" 9' - 10" 5' - 9 1/2" 5' - 3" 9' - 1" 2' - 7 1/4" 4' - 11 3/4" 7' - 11 1/2" BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET30' - 0"34' - 0"34' - 0"34' - 0"30' - 0"R01 R01 9' - 9" 6 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 9' - 10 1/2" 5' - 9 1/2" 5' - 0" 9' - 7 7/8" 5' - 10 1/4" 6' - 3 1/8" 3' - 6 3/4"2' - 2 1/2" 6' - 9 1/2" 9' - 9" 6 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 9' - 9" 6 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 6' - 10 1/4" R0110' - 10 1/2" 2' - 4" 2' - 11 1/2" 6' - 4"3' - 10"3' - 10"10' - 10 1/2" 2' - 4" 2' - 11 1/2" 6' - 4"10' - 1 1/4"6' - 2"10' - 1 1/4"6' - 2"10' - 8"6' - 0"6' - 0"6' - 10" 3' - 10 3/4"7' - 0 1/2"10' - 9" 11' - 0" 6' - 2 1/2"8' - 10 3/4"4' - 0"2' - 4"11' - 7 1/2"4' - 0 1/4" 4' - 0" 2' - 4" 6' - 0" 3' - 0" 8' - 0" 11' - 2" 9' - 11 3/4" 10' - 10 1/4"6' - 4 3/4"11' - 3 3/4" 6' - 0" 14' - 8 1/4" 2' - 4"5' - 0"4' - 0 1/2" 7' - 0"9' - 7" 2' - 6" 12' - 7 1/2" 7' - 2"4' - 3"12' - 8 1/2" 2' - 0 1/2"10' - 6 3/8"10' - 9 1/2"10' - 10" 2' - 4"10' - 0"30' - 3 1/4"12' - 8 3/4"21' - 3 1/4"12' - 8 3/4"32' - 0"3' - 8" 6' - 7 3/4" 2' - 5"5' - 10" 10' - 8 1/2" 2' - 5" 5' - 5 3/4" 5' - 10" 3' - 8" 6' - 7 3/4" 2' - 5"11' - 3 3/4"18' - 11 1/2"12' - 10"23' - 4 1/2"5' - 9 1/2"27' - 0"9' - 0" 11' - 8 3/4"11' - 7 3/4" 2' - 11"10' - 10 1/4"10' - 9"2' - 5 3/4" 8' - 10"4' - 11 1/4"5' - 0 3/4"5' - 8 1/4" 6' - 4" 5' - 3 3/4" 5' - 4 3/4" 6' - 4" 2' - 6" 5' - 8" 4' - 8"5' - 3 5/8"5' - 2 3/4"5' - 6 1/2"5' - 3"5' - 1 1/4"34' - 0"11' - 0" 9' - 10" 11' - 2" 2' - 4" 10' - 10"6' - 5 3/4" 4' - 0" 3' - 10 1/2"10' - 9 1/2" 10' - 2 1/2" 11' - 0"5' - 5" 5' - 4 1/2" 4' - 5 1/2" 5' - 9" 5' - 5" 5' - 7" 2' - 2 1/4" 10' - 11 3/4"6' - 5 3/4" 4' - 0" 3' - 10 1/2"5' - 4"5' - 1 3/4"5' - 8 1/4"5' - 1 1/4"10' - 5 3/4"10' - 9 1/2"6' - 0"3' - 0"7' - 4 1/8" F F F F F F F CO CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD 10' - 0"10' - 10 1/4" 6' - 0"3' - 0"7' - 8 1/2"2' - 6"2' - 6"2' - 2"5' - 8"4' - 0"4' - 0" 5' - 8" 2' - 2"3' - 0"3' - 0" W21L2 W55Q2 W25P2 W25P2 W21P2 W35Q1 W35P1 W35P1 W35P1 W35P1 W35P1 W21P2 W35P1 W35P1 W15L1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 W10L0 WW14L1 W35P1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 W10P1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14L1 W10P0 W35P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 W10P1 W10L0 W10L0 W11Q0 W10P1 W02Q0 W10P1 W10P1W10P0 W10P1 WW14L1 W10P1 W10P0 377' - 3"4' - 1 1/256" 6' - 8" 2' - 3" AA420 5 AA460 2 6' - 7 3/4"3' - 9"6' - 8"2' - 7"5' - 6"8' - 8"6' - 5 5/8"4' - 4"1 / AA2.N3.21 / AA2.N3.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:01 PM LEVEL 3 NORTH SECTOR PLAN - N3 AA2.N3.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 2 ENLARGED FLOOR PLAN N3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA303 3 AA303 2 AA303 1 AA303 4 1918 2017161514 6 7 8 9 D E M N Q S 13 10 11 L C B C2.1.C 424N STAIR 1 ST-02N D1.4.C-A 425N B1.1.C 423N A2.1.C 420NA3.1.C 415N A3.1.C-A 414N A3.1.C 411N A3.1.C 409N B1.4.C 407N A3.1.C 401N B1.1.C 404N B1.3.C 405N B3.1.C 408N C1.2.C 410N C1.1.C 412N C1.1.C 416N B1.1.C 418N D1.3.C 419N B1.1.C-A 421N B1.1.C 422N STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N TRASH U404N A2.1.C 417N CORRIDOR L402N ELEV LOBBY L401N 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 K A M.6 P.4 2219.4 2 AA401 2 AA400 21 12 C4.1.C 406N D1.1.C 402N D1.1.C 403N A3.1.C 413N GARAGE EX. M406N STORAGE S401N STORAGE S403N BIKE STORAGE S402N UTILITY U402N IDF U403N R P STORAGE S404N AA420 6 AA460 2 AA440 6 AA421 5 386' - 5 3/4" 386' - 5 3/4" 1 / AA2.S4.0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:06:30 PM LEVEL 4 NORTH FLOOR PLAN AA2.N4.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 4 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 3 AA303 4 161514 6 7 8 9 D E M N 13 10 11 L C B K A M.6 12 A3.1.C 411N A3.1.C 409N B1.4.C 407N A3.1.C 401N B1.1.C 404N B1.3.C 405N B3.1.C 408N C1.2.C 410N STAIR 2 ST-01N ELEV 2 EL-01N ELEV 1 EL-02N CORRIDOR L402N ELEV LOBBY L401N C4.1.C 406N D1.1.C 402N D1.1.C 403N W25P2 STORAGE S401N STORAGE S403N BIKE STORAGE S402N UTILITY U402N 8' - 9 3/4"5' - 0"11 3/4"11' - 5"9' - 7 1/2"13' - 6"6' - 4 1/4"2' - 4" 6' - 2" 2' - 10" 6' - 4" 9' - 9" 2' - 4" 15' - 7" 14' - 10 3/4" 4' - 5" 4' - 0" 9' - 8 1/4" 8' - 0" 1 1/4" 19' - 4" 13' - 10" 2' - 10" 9' - 9 3/4" R02 R01 R03 R02 R02 KITCHEN L1 R02 R09 BATH NA1R02 R04 R02 R01 KITCHEN L2 R02 R04 R02 BATH B-B3 R02 R06R08 S403NS401N R01 BATH NA1 R05 R05 R02 R02 S402N KITCHEN L2 BATH B-B2 R02 R01 R02R03 BATH B-B1 R02 R02 R06 KITCHEN L1 RE1 R02 R08 BATH NA1 R02 BATH B-B2 R02 KITCHEN L2 R03 R06 R02 R01 R02 RE1 R02 R07 R02 R02R07 R01 R04 BATH NA1 L401N KITCHEN L2 KITCHEN L2 BATH B-B2 R02 R03 R02 R02 R07 R04 R04 R02 BATH NA1 BATH NA1R02 R02 R01 R01 R02 L4ST-01N R01 KITCHEN L2 R07 R02 R02 R04 R04 BATH NA1 R02 BATH B-B2 R02 R03 R02 R05 R02 BATH NA1 R02 R06 R02 R02 R02 R06 R06 R03 BATH B-B3 R02 KITCHEN L2 RE1 R06 R02 BATH B-B1 R02KITCHEN L1 R03 R02 BATH B-B3 R02 R06R06 R02 R02 R06 R03 4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 7 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"8' - 0"6' - 7 1/2"10' - 9 1/2"7' - 4 1/2"12' - 10"2' - 4"11' - 6"9' - 10" 6' - 8" 6' - 3" 4' - 0" 4' - 1 1/2" 4' - 0" 2' - 4 1/2"11' - 9"2' - 4"3' - 7 3/4"8' - 3 1/4"6' - 0"11' - 9"2' - 4"10' - 2"4' - 1 1/4"6' - 6 3/4" 4' - 0" 4' - 0" 6' - 8 1/4" 4' - 0" 10' - 7"6' - 0"3' - 0"8' - 0"11' - 2"9' - 10"11' - 0"2' - 4" 7' - 10 1/2" 4' - 0" 6' - 5 3/4"10' - 10"2' - 4"11' - 0"2' - 4"11' - 8"14' - 0"6' - 2 3/4" 5' - 11" 6' - 2 3/4" 5' - 11" 4' - 2" 5' - 5"6' - 2"2' - 4"6' - 8 1/2"4' - 3" 6' - 0"2' - 4"8' - 8"4' - 0"6' - 4 3/4"6' - 0"13' - 2 3/4"3' - 4 1/2" 3' - 0 1/4" 11' - 0" 10' - 6" 10' - 8 3/4"10' - 6 1/2"9' - 7 1/2"11' - 11 1/4"2' - 4" 4' - 0" 4' - 2" 4' - 0" 5' - 11 1/2"8' - 6"6' - 1 1/4"5' - 9"11' - 0"6' - 4" 9' - 7 1/2" 2' - 4" 3' - 6" 2' - 3 3/4" 4' - 0" 5' - 5 1/4" 4' - 4 1/4"10' - 7 3/4"2' - 7 1/2"10' - 2"4' - 0"2' - 4"5' - 7 1/4"6' - 2 1/2"4' - 0"9' - 4"6' - 1 1/2"10' - 6 3/4"5' - 6"9' - 9 3/4"6' - 2 1/4"3' - 11 1/2" 8' - 6 1/4" 4' - 6" 6' - 0" BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLO SET CLOSET CLOSETCLOSETCLOSET CLOSETCLO SETCLOSET CLOSETCLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETHVAC M401N 12' - 6"10' - 9" KITCHEN L2 14' - 0"14' - 0" 3' - 10 1/2" 5' - 0" 7 1/2"2' - 4" 8' - 2" 3' - 10 1/2" 5' - 0" 4" 2' - 4" HVAC M403N HVAC M402N U402N RE1 RE1 RE1 RE1 RE1 RE1 RE1 10' - 9" 3' - 5" 5' - 4" 5' - 5" 3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 12' - 0" 11' - 0" 13' - 0" 32' - 2 3/4" 12' - 6" 10' - 8 1/4" 12' - 7" 2' - 2" 9' - 10" 5' - 6" 5' - 6" 2' - 7" 6' - 8" 3' - 9" 6' - 0" 5' - 0" 4' - 10" 5' - 8" 5' - 0 3/4" 5' - 8" 2' - 3" 6' - 8" 3' - 7" 5' - 8 1/4" 5' - 0" 3' - 9" 6' - 8" 2' - 2" 5' - 0"7' - 6"39' - 0"5' - 8 3/4"25' - 3 1/4"7' - 6"11' - 7 3/4"2' - 4"11' - 3 1/2"2' - 10"2' - 10 3/4"6' - 0"5' - 7 3/4"2' - 4"4' - 11 1/2"6' - 4"3' - 9"3' - 9"7' - 7"6' - 5"6' - 4"5' - 4"2' - 4"5' - 0"6' - 0"4' - 8"2' - 10"12' - 0" 11' - 0" 13' - 0" 11' - 3 1/4" 20' - 8 3/4" 13' - 0" 13' - 0" 22' - 0" 10' - 2 3/4" 10' - 6" 13' - 0" 13' - 0" 10' - 10 1/2" 11' - 1 1/2" 5' - 7" 4' - 7 3/4" 5' - 6" 5' - 0" 2' - 5" 6' - 8" 3' - 11" 3' - 11" 6' - 8" 2' - 5" 5' - 7 1/4" 5' - 3 1/4" 4' - 9 1/2" 6' - 4" 2' - 3" 9' - 9" 5' - 6" 5' - 6" 2' - 6" 6' - 8" 3' - 10" 5' - 8 1/4" 5' - 7" 5' - 8 3/4"35' - 0 3/4"12' - 9 1/4" 7' - 1"2' - 10 3/4"2' - 10"7' - 0"7' - 0"5' - 5"5' - 4 1/2"5' - 3 1/4"5' - 0"2' - 3"6' - 7 1/4"3' - 11"10' - 5" 10' - 9 1/2"10' - 3 1/4"13' - 2 3/4"6' - 0"10' - 4 3/4"8' - 4 1/2"4' - 0"12' - 1 3/4" 9' - 8 3/4" 3' - 4" 4' - 3" 6' - 0"10' - 8"2' - 4"4' - 0"6' - 0"9' - 6"6' - 0" 13' - 0 1/4" 6' - 6 1/4" 4' - 5 1/2" 16' - 8 1/4" 2' - 4" R02 R07 R07 CO CO CO CO CO CO CO CO CO CO CO F F F F F FF F F F F F F F F F F F BATH B-B3 F F F F F F F F F F F F F F F F F F F F F F SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W02Q0 WW14L1 W10P1 W11Q0 W10P1 W10P0 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 WW14L1 W10P1 W10P1 W10P1 W11Q0 W10P1 W10L0 W15L1 W35P1 W11Q0 W10P1 W10P1 WW14L1 W10P1 W10P0 W02Q0 W35P1 W10P1 WW14L1 WW14L1 W10P1 W10P1 W10P1 W10P0 W35Q1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1W35P1 W02L0 WW14L1 W21P2 W21L2 M26L2 W35P1 W35Q1 W10P0 W10P0 W11Q0 W10P1 W10P1 W35P1 W35P1 WW14L1 W11Q0 W10P1 W10P1 WW14L1 W11Q0 W10P1 W10P0 W10P1 WW14L1 W35P1 WW14L1 W10L0 W10P1 W11Q0 W10P0 W10P1 WW14L1 W10P1 W10P0 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 WW14L1 4' - 0 1/4" 2' - 4 1/2" W10P0 W10P1 AA440 6 AA421 5 386' - 5 3/4" AA732 18 11 BIKES (1 ACCESSIBLE)1 / AA2.N4.21 / AA2.N4.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:06:35 PM LEVEL 4 NORTH SECTOR PLAN - N1 AA2.N4.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - NORTH 2' 8"5' 4"10' 8"0' N1 KEY PLAN -UPPER LEVELS NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 2 1918 201716 M N 11 L C B 3 AA410 K A M.6 2219.4 2112 A2.1.C 420N A3.1.C 415N A3.1.C-A 414N A3.1.C 411N A3.1.C 409N C1.2.C 410N C1.1.C 412N C1.1.C 416N B1.1.C 418N D1.3.C 419N B1.1.C-A 421N TRASH U404N A2.1.C 417N A3.1.C 413N GARAGE EX. M406N W21L2 IDF U403N 3' - 0"10' - 3 1/2"5' - 0"2' - 7 1/2"9' - 9"6' - 4"8' - 11 1/4"5' - 0"7"11' - 5"9' - 10 1/4"6' - 8 1/2"6' - 2"9' - 8 1/4"11' - 5"3 1/2"5' - 0"8' - 11 1/4"8' - 9 3/4"5' - 0"11 3/4"9' - 10 1/2"5' - 9 1/2"5' - 0"4 3/4"8' - 11 1/4"5' - 6 7/8"6' - 10 3/8"3' - 6 3/4"10' - 10 1/2"2' - 9 1/2"2' - 6"6' - 4"2' - 9 1/2"3' - 10" 11' - 10" 11' - 10" 3' - 10" 10' - 10 1/2" 2' - 9 1/2" 2' - 6" 6' - 4"10' - 1 1/4"6' - 2"10' - 1 1/4"6' - 2"2' - 9 1/2"4' - 0"2' - 4"11' - 2" 9' - 10" 11' - 0" R05 R03 R02 R05 R02 BATH B-B2 KITCHEN L2 U403N U404N RE1 BATH B-B2 BATH NA1 R04R04 R02 KITCHEN L2 R03 R05 R02 BATH B-B2 R05 R02 RE1 R06 R06 R02 R02 R06 RE1 R03 R02 R02 BATH B-B3 KITCHEN L2 R02 R09 R02R02 BATH B-A3 R02 R07 R02R04 R04 BATH NA1 R02 BATH B-B2 R02 R08 KITCHEN L2 R03 RE1 R02 BATH NA1 R02 R02 R04 R02 R01 KITCHEN L2 R02 R06 R02 BATH B-B3 R02 R07R07 S404N R02 R06 R02 BATH B-B3 R02 R01 R02 R02 R02 R06 BATH B-B1 KITCHEN L1 RE1 R03 R01 BATH B-B1 KITCHEN L1 R03 R01 R02 R02 R02 R06 RE1RE1 R06 BATH B-B1 R02 R01 R03 R02 R02 KITCHEN L1 R02 R02 BATH NA1 R02 R01 R02 R04 KITCHEN L2 R02 R09 BATH NA1R02 R04 R02 R01 KITCHEN L2 R02 BATH B-B1 R02 R02 R06 RE1 8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"10' - 11 3/4"2' - 4"16' - 8 1/4"8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 6" 6' - 0"10' - 11 3/4"2' - 4"16' - 8 1/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"6' - 7 1/2"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"6' - 0"8' - 0"6' - 1 1/2"10' - 6 3/4"5' - 6"9' - 9 3/4"4' - 5 1/2"6' - 1 3/4"6' - 2 1/4"3' - 11 1/2" 8' - 6 1/4" 5' - 3 3/4"2' - 4"10' - 6"10' - 6"2' - 4"5' - 3 3/4"10' - 8"4' - 0"5' - 8 3/4"11' - 7 1/4"10' - 7 1/2"4' - 0"5' - 8 3/4"5' - 8"11' - 0 1/4"5' - 6"9' - 9 3/4"5' - 7 1/2"4' - 5 1/2" 6' - 1 3/4"2' - 4" 10' - 9 1/2"10' - 2 1/2"10' - 9"2' - 4"10' - 10"6' - 0"3' - 0"8' - 0"11' - 0"9' - 10"11' - 2"2' - 4" 10' - 8"6' - 2"5' - 11 3/4"4' - 3"6' - 0"6' - 2"2' - 4"6' - 8 1/2"12' - 1 3/4"9' - 9"6' - 4 3/4"11' - 4" 6' - 0" 14' - 8" 2' - 4"5' - 0 1/4" 4' - 6" 6' - 0"4' - 6" 6' - 0" RE1 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET5' - 8 1/2"5' - 7 1/2"16' - 2"STORAGE S404N HVAC M404N11' - 0"7' - 6"25' - 3 1/4"12' - 8 3/4"31' - 9"12' - 6"10' - 9"16' - 0"21' - 6"12' - 6"12' - 8 3/4"32' - 0"13' - 0"11' - 0"12' - 0"3' - 8"6' - 7 3/4"2' - 5"5' - 3"3' - 0"11' - 6 3/8" 7 1/4" 11' - 6 3/8"3' - 8" 5' - 8 3/8" 2' - 2"2' - 2"5' - 8 3/8" 3' - 8" 3' - 0"34' - 0"7 1/2"2' - 4" 8' - 2" 3' - 10 1/2" 5' - 0" 4" 2' - 4" 8' - 5 1/2" 3' - 10 1/2" 5' - 0" 4" 2' - 4" 8' - 5 1/2" 3' - 10 1/2" 5' - 0" 4" 2' - 4" 8' - 5 1/2" 8' - 2" 2' - 4"7 1/2" 5' - 0" 3' - 10 1/2" 9' - 10 1/2" 5' - 9 1/2" 5' - 0" 4 3/4" 8' - 11 1/4" 2' - 7 1/4" 4' - 11 3/4" 7' - 11 1/2" R06 R02 R02 BATH A-1 KITCHEN L1-A R02R03 16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 6" 6' - 0" 6' - 0" 4' - 6"8' - 0"6' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"10' - 8 1/2" 10' - 1 3/4" 11' - 0 3/4" 2' - 2 1/4" 10' - 11 3/4" 6' - 2"3' - 3 1/8"7' - 8 7/8"6' - 5 3/4"4' - 0"3' - 10 1/2"2' - 4"R04 R04 R02 R02 R02 R07 R03BATH B-B2 R02 R07 10' - 9 1/2"10' - 2 1/2"11' - 0"BATH NA1 KITCHEN L2-A 5' - 5"5' - 4 1/2"4' - 5 1/2"5' - 9"5' - 5"5' - 7"3' - 10 5/256"6' - 8"2' - 5 251/256"5' - 6"5' - 6"8' - 5"3' - 7"2' - 6"HVAC M405N W35Q1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 RE1RE1RE1 R01 10' - 9"10' - 9"8' - 0" 8' - 0" 3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 5' - 5" 5' - 4" 2' - 3" 6' - 8" 3' - 7" 5' - 5" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 5' - 5" 3' - 7" 6' - 8" 2' - 3" 5' - 7" 5' - 2" 5' - 4 1/2" 4' - 10" 4' - 11 1/2" 5' - 10" 3' - 9" 6' - 7 3/4" 2' - 4" 7' - 0" 4' - 0 1/4" 2' - 4" 5' - 2" 6' - 9" 4' - 3" 3' - 3" 14' - 3 1/4"6' - 0"6' - 0"14' - 3 1/4"5' - 8 3/4"14' - 3 1/4"5' - 8 3/4"14' - 3 1/4"5' - 8 3/4" 7' - 2"7' - 1 1/4"2' - 10"3' - 2"3' - 2"2' - 10"7' - 2"7' - 1 1/4"2' - 9 3/4"2' - 11"7' - 2"7' - 1 1/4"2' - 10 3/4"2' - 10"7' - 2 1/4"7' - 1"2' - 10 3/4"2' - 10"7' - 0" 11' - 11"2' - 4"11' - 0 1/4" 10' - 1 3/4"10' - 8 1/2" 6' - 0"2' - 4"R02 R04 R04 R02 R02 BATH B-B2 BATH NA1 R03 5' - 4"6' - 9 1/2"10' - 3 1/2"5' - 0"2' - 4"9' - 7"6' - 9 1/2"6' - 10 1/4"5' - 0"3' - 1 3/4"W10P0 W11Q0 CO CO CO CO F F F F F F F F F F F F F F F FF F F F F CO CO CO CO CO COCO CO CO CO F F F F F F F F F F F F F F F F F F F F F F F F F FF FF F SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSD SD W10P1 W10P1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W10P1 WW14L1 W10P1 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 W10P1 W10P1 W35P1 W10P0 WW14L1 W10P1 W10P0 W10P1 W10P1 W10P1 W35Q1 W35P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1WW14L1 WW14L1-5 WW14L1-5 W11Q0 W10P1 W10P0 W10P0 W35P1 W15L1 W35P1 W10P1 WW14L1 WW14LP1 WW14L1 W10P1 W11Q0 W10P0 W10P1 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 TYPE B W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1W15L1 W10P1 W10P0 W10P1 WW14L1 W35Q1 W10P1 W10P0 W35P1W15L1W35P1W35Q1W15L1W35P1W35Q1 W10P0 W10P1 W10P1 WW14L1 W10P0 W10P0 W10P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 M26L2 W21L2 AA460 21 / AA2.N4.11 / AA2.N4.11 / AA2.N4.31 / AA2.N4.3 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:06:45 PM LEVEL 4 NORTH SECTOR PLAN - N2 AA2.N4.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - NORTH N2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 1 19 20 M N Q S 3 AA411 4 AA411 1 AA410 2 AA410 M.6 P.4 2219.4 21 R P C2.1.C 424N STAIR 1 ST-02N D1.4.C-A 425N B1.1.C 423N A2.1.C 420N B1.1.C-A 421N B1.1.C 422N TRASH U404N A2.1.C 417N GARAGE EX. M406N W21L2 IDF U403N W55Q2 W25P2 W25P2 W21P2 10' - 5" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 9' - 10 1/2" 5' - 9 1/2" 5' - 0" 4 3/4" 8' - 11 1/4" 5' - 6 7/8" 6' - 10 3/8" 3' - 6 3/4" 6' - 0"2' - 6 1/2"8' - 0 7/8"2' - 10 3/64"10' - 10 1/2" 2' - 9 1/2" 2' - 6" 6' - 4"2' - 9 1/2"3' - 10" 11' - 10" 11' - 10" 3' - 10" 10' - 10 1/2" 2' - 9 1/2" 2' - 6" 6' - 4"10' - 1 1/4"6' - 2"10' - 1 1/4"6' - 2"2' - 9 1/2" 10' - 8"6' - 0"6' - 0"6' - 10" 2' - 6" 3' - 10 3/4"7' - 0 1/2"10' - 1" 12' - 4 1/4" 7' - 8"10' - 6"7' - 0"13' - 10"6' - 6"6' - 2"11' - 8" 3' - 11 3/4" 6' - 8 1/4" 4' - 7" 9' - 1"11' - 0" 2' - 4" 4' - 2" 6' - 7 1/2"3' - 10 1/2" 4' - 0" 2' - 4" 6' - 0" 3' - 0" 8' - 0" 11' - 2" 9' - 10" 11' - 0" R08 R05 R03 R02 R05 R02 BATH B-B2 KITCHEN L2 U403N U404N RE1 R02 R02 R02 BATH B-A3 R02 R02 R01 R02 R08 R02 R02 KITCHEN L2 BATH B-A2 R08 RE2 L4ST-02N R01 R08 BATH NA1 R02R02 R02 KITCHEN L2-A BATH A-3 R08 R07 R03 R02 R02 R08 R06 R06 KITCHEN L2 BATH B-B2 BATH NA1 R04R04 R03R02 R02 R07 R02 RE1 KITCHEN L2 R03 R05 R02 BATH B-B2 R05 R02 RE1 R02 R09 R02R02 BATH B-A3 R03 6' - 4 3/4"11' - 4" 6' - 0" 14' - 8" 2' - 4"5' - 0 1/4"4' - 0 1/2" 7' - 0"4' - 5"9' - 7" 2' - 6" 12' - 7 1/2" 7' - 2"4' - 3"12' - 5" 2' - 4"10' - 5 3/4"10' - 9 1/2"10' - 10" 2' - 4" RE1 RE1 RE1 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSETHVAC M404N HVAC M407N 10' - 0"30' - 3 1/4"12' - 8 3/4"21' - 3 1/4"12' - 8 3/4"32' - 0"3' - 8" 6' - 7 3/4" 2' - 5"3' - 8" 6' - 7 3/4" 2' - 5"11' - 3 3/4"18' - 11 1/2"5' - 10"5' - 5 3/4"2' - 5"10' - 8 1/2"5' - 10"12' - 10"23' - 4 1/2"5' - 9 1/2"27' - 0"9' - 0" 11' - 8 3/4"11' - 7 3/4" 13' - 8"10' - 8"2' - 8" 8' - 10"4' - 10"5' - 2"5' - 6" 6' - 4" 5' - 3 3/4" 5' - 4 3/4" 6' - 4"11' - 8 1/2" 2' - 2 7/8"9' - 0" 14' - 2"13' - 0" 11' - 1 1/4" 12' - 8 193/256"21' - 3 1/4"11' - 2"3' - 0"5' - 3"5' - 2 3/4"5' - 6 1/2"5' - 3"3' - 9" 6' - 8 193/256" 2' - 3"5' - 7"5' - 6 1/4"3' - 9"6' - 8"2' - 7"5' - 8" 5' - 6" 4' - 8"5' - 8"2' - 6"3' - 0"11' - 6 3/8"7 1/4" 11' - 6 3/8"3' - 8" 5' - 8 3/8" 2' - 2"2' - 2" 5' - 8 3/8" 3' - 8" 3' - 0"3' - 8 1/4"34' - 0"34' - 0"34' - 0"3' - 10 1/2" 9' - 10 1/2" 5' - 9 1/2" 5' - 0" 4 3/4" 8' - 11 1/4" 2' - 7 1/4" 4' - 11 3/4" 7' - 11 1/2" 10' - 8 1/2" 10' - 1 3/4" 11' - 0 3/4" 2' - 2 1/4" 10' - 11 3/4" 6' - 2"3' - 3 1/8"7' - 8 7/8"6' - 5 3/4" 4' - 0" 3' - 10 1/2"2' - 4"R04 R04 R02 R02 R02 R07 R03BATH B-B2 R02 R07 10' - 9 1/2" 10' - 2 1/2" 11' - 0" BATH NA1 KITCHEN L2-A 5' - 5" 5' - 4 1/2" 4' - 5 1/2" 5' - 9" 5' - 5" 5' - 7"1 / AA2.N4.21 / AA2.N4.2 HVAC M405N W35Q1 W35P1 W35P1 W35P1 W35P1 W35P1W35P1 W35P1 W35P1 W15L1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 R01 10' - 1 3/4"10' - 8 1/2" 6' - 0"3' - 0"7' - 8 1/2" 2' - 2 1/4" 10' - 11 3/4"6' - 5 3/4" 4' - 0" 3' - 10 1/2"2' - 4"R08 R02 R04 R04 R02 R02 R07 BATH B-B2 BATH NA1 R03 R02 KITCHEN L2 5' - 4"5' - 1 3/4"5' - 8 1/4"5' - 1 1/4"10' - 5 3/4"10' - 9 1/2"2' - 2 1/2" 6' - 9 1/2" 10' - 3 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 10' - 3 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2" 6' - 10 1/4" 5' - 0" W10P0 W10P0 W11Q0 AA420 6 F F F F F F F CO CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD W15L1 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 TYPE B W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 W10P1 W11Q0 W11P0 W11Q0 W10P1 W02Q0 W10P1 W10P1W10P0 W10P1 WW14L1 W10P1 W10P0 M26L2 W21L2 AA460 2 386' - 5 3/4" GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:02 PM LEVEL 4 NORTH SECTOR PLAN - N3 AA2.N4.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - NORTH N3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA303 3 AA303 2 AA303 1 AA303 4 1918 2017161514 6 7 8 9 D E M N Q S 13 10 11 L C B 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 K A M.6 P.4 2219.4 21 12 R P D1.4.C 525N STAIR 1 ST-02N C2.1.C 524N B1.1.C 522N B1.1.C 523N HVAC M507N BALCONY B525N BALCONY B524N BALCONY B522N BALCONY B521N B1.1.C 521N A2.1.C 520N A2.1.C 517N IDF U503N HVAC M504N TRASH U504N GARAGE EX. M506N HVAC M505N BALCONY B517NA3.1.C 515N BALCONY B515N BALCONY B520N BALCONY B523N BALCONY B519N D1.3.C 519N CORRIDOR L502N B1.1.C 518N BALCONY B518N BALCONY B516N C1.1.C 516N STORAGE S504N A3.1.C 514N BALCONY B514NBALCONY B513N A3.1.C 513N BALCONY B511N A3.1.C 511NBALCONY B509N A3.1.C 509N B1.4.C 507N BALCONY B507N BIKE STORAGE S502N STORAGE S501N STORAGE S503N C1.2.C 510N BALCONY B510N BALCONY B512N C1.1.C-A 512N B3.1.C 508N BALCONY B508N BALCONY B505N B1.3.C 505N C4.1.C 506N BALCONY B506N B1.1.C 504N BALCONY B504N ELEV 1 EL-02N ELEV LOBBY L501N ELEV 2 EL-01N HVAC M503N HVAC M502N UTILITY U501N CORRIDOR L502N STAIR 2 ST-01N D1.1.C 503N BALCONY B503N BALCONY B501N A3.1.C 501N D1.1.C 502N BALCONY B502N AA420 6 AA460 2 AA440 6 AA421 5 395' - 7 1/2" 395' - 7 1/2" 1 / AA2.S5.0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:09 PM LEVEL 5 NORTH FLOOR PLAN AA2.N5.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 5 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 1 19 20 M N Q S 3 AA411 4 AA411 1 AA410 2 AA410 M.6 P.4 2219.4 21 R P L5ST-02N RE1 RE1 RE1 RE2 R01 U503N R01 U504N R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R02 R03 R02 R02 R02 R03 R02 R02 R03 R03 R02 R05 R05 R05 R05 R04 R04 R07 R08 R04R04 R07 R08 R08 R08 R09 R02 R02 RE1 RE1 RE1 R03 R06 R06 R07 R08 R08 R02 R02 R02 R02R02 R02 R02 BATH B-A3 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-A3 BATH B-A2 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 KITCHEN L2BATH B-B2 IDF U503N HVAC M504N TRASH U504N GARAGE EX. M506N HVAC M505N B1.1.C 521N B1.1.C 522N C2.1.C 524N STAIR 1 ST-02N HVAC M507N D1.4.C 525N B1.1.C 523N A2.1.C 520N A2.1.C 517N BALCONY B517N BALCONY B520N BALCONY B521N BALCONY B522N BALCONY B523N BALCONY B525N BALCONY B524N R02 R03 R02 R02 R04 R04 R07 R08 R02 BATH NA1 BATH B-B2 KITCHEN L2 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSETF F F F F F F CO CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD W21L2 W55Q2 W25P2 W25P2 W21P2 W35Q1 W35P1 W35P1 W35P1 W35P1 W35P1W35P1 W35P1 W35P1 W15L1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 W10P1 W11Q0 W11P0 W11Q0 W10P1 W02Q0 W10P1 W10P1W10P0 W10P1 WW14L1 W10P1 W10P0 AA423 5 AA460 2 395' - 7 1/2" R08 10' - 6" 10' - 6"3' - 8" 6' - 7 3/4" 2' - 5" 5' - 5" 5' - 1" 4' - 9" 5' - 9"6' - 2 1/4" 4' - 0" 2' - 4" 10' - 10" 3' - 0"8' - 0" 11' - 0" 9' - 10" 11' - 2" 6' - 0"9' - 9" 5' - 6 1/2" 2' - 4" 9' - 7" 6' - 9 1/2"2' - 4"1 / AA2.N5.21 / AA2.N5.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:03 PM LEVEL 5 NORTH SECTOR PLAN - N3 AA2.N5.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - NORTH N3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 3 AA303 4 161514 6 7 8 9 D E M N 13 10 11 L C B K A M.6 12 L5ST-01N A87 RE1 RE1RE1 RE1 RE1 RE1 R02 R01 S502N R01 R01 R02 R02R03 R02 R01 S503NS501N R08 R05 R05 R06 R01 R01 R01 RE2 R01 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R04 R04 R09 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R06 R06 R06 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R04 R04 R07 R05 R02 R02 R02 R02 R02 R02 R02 R02R02 R03 R02 R04 R07 R07 R08 R06 R02 R02 R01 RE1 RE1 RE1 RE1 BATH B-B3 KITCHEN L2 KITCHEN L1 KITCHEN L2 BATH B-B3 BATH B-B1 BATH NA1 BATH B-B2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-B3 KITCHEN L2 BATH NA1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH NA1 BATH B-B2KITCHEN L2 BATH NA1 KITCHEN L2 KITCHEN L2 U501N D1.1.C 503N B1.3.C 505N STAIR 2 ST-01N UTILITY U501N HVAC M503N HVAC M502N ELEV 2 EL-01N ELEV LOBBY L501N ELEV 1 EL-02N B3.1.C 508N BIKE STORAGE S502N C1.2.C 510N A3.1.C 511N A3.1.C 509N B1.4.C 507N STORAGE S503N STORAGE S501N C4.1.C 506N B1.1.C 504N D1.1.C 502N A3.1.C 501N BALCONY B501N BALCONY B503N BALCONY B505N BALCONY B508N BALCONY B510N BALCONY B502N BALCONY B504N BALCONY B506N BALCONY B507N BALCONY B509N HVAC M501N BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLO SET CLOSET CLOSETCLOSETCLOSET CLOSETCLO SETCLOSET CLOSETCLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCO CO CO CO CO CO CO CO CO CO CO F F F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F F F F SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R02 W02Q0 WW14L1 W10P1 W11Q0 W10P1 W10P0 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 WW14L1 W10P1 W10P1 W10P1 W11Q0 W10P1 W10L0 W15L1 W35P1 W11Q0 W10P1 W10P1 WW14L1 W10P1 W10P0 W02Q0 W35P1 W10P1 WW14L1 WW14L1 W10P1 W10P1 W10P1 W10P0 W35Q1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W02L0 WW14L1 W21P2 W21L2 M26L2 W35P1 W35Q1 W10P0 W10P0 W11Q0 W10P1 W10P1 W35P1 W35P1 WW14L1 W11Q0 W10P1 W10P1 WW14L1 W11Q0 W10P1 W10P0 W10P1 WW14L1 W35P1 WW14L1 W10L0 W10P1 W11Q0 W10P0 W10P1 WW14L1 W10P1 W10P0 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 WW14L1 W10P1 AA440 6 AA421 5 395' - 7 1/2" AA732 18 WW14L1-5 W35P1 R04 BATH B-B3 11 BIKES (1 ACCESSIBLE)1 / AA2.N5.21 / AA2.N5.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:17 PM LEVEL 5 NORTH SECTOR PLAN - N1 AA2.N5.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - NORTH N1 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 2 1918 201716 M N 11 L C B 3 AA410 K A M.6 2219.4 2112 RE1 RE1 RE1 RE1RE1RE1RE1 RE1 RE1RE1RE1 U503N R01 R01 U504N R01 R01 R01 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R03 R02 R05 R05 R05 R05 R06 R06 R04 R04 R07 R08 R04R04 R04 R04 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R09 R02 R02 R07 R02R09 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R01R01 S504N RE1 RE1 KITCHEN L2 BATH NA1 BATH B-B3 KITCHEN L2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH B-A3 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 KITCHEN L2BATH B-B2 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 C1.2.C 510N C1.1.C-A 512N C1.1.C 516N STORAGE S504N B1.1.C 518N D1.3.C 519N IDF U503N HVAC M504N TRASH U504N GARAGE EX. M506N HVAC M505N B1.1.C 521N A2.1.C 520N A2.1.C 517N A3.1.C 515N A3.1.C 514N A3.1.C 513N A3.1.C 511N A3.1.C 509N BALCONY B510N BALCONY B509N BALCONY B511N BALCONY B513N BALCONY B517N BALCONY B520N BALCONY B512N BALCONY B516N BALCONY B518N BALCONY B519N BALCONY B521N BALCONY B514N BALCONY B515N R02 R03 R02 R02 R04 R04 BATH NA1 BATH B-B2 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CO CO CO CO F F F F F F F F F F F F F F F FF F F F F CO CO CO CO CO COCO CO CO CO F F F F F F F F F F F F F F F F F F F F F F F F F FF FF F SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSD SD R02 W21L2 W35Q1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W11Q0 W10P1 W10P1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W10P1 WW14L1 W10P1 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 W15L1 W35P1 W35Q1 WW14L1 W10P1 W10P0 W10P1 W10P1 W10P1 W35Q1 W35P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1WW14L1 WW14L1-5 WW14L1-5 W11Q0 W10P1 W10P0 W10P0 W35P1 W15L1 W35P1 W10P1 WW14L1 WW14LP1 WW14L1 W10P1 W11Q0 W10P0 W10P1 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1W15L1 W10P1 W10P0 W10P1 WW14L1 W35Q1 W10P1 W10P0 W35P1W15L1W35P1W35Q1W15L1W35P1W35Q1 W10P0 W10P1 W10P1 WW14L1 W10P0 W10P0 W10P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 AA460 2 W10P1 W10P1W10P1 WW14L1-5 W10P1 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 W35P1 W35P1 W35P1 R02 R04 R02 R02 R02 R02 R02 6' - 2"10' - 7"2' - 1"13' - 2"2' - 6"6' - 1 1/2" 10' - 6"2' - 4"5' - 4"10' - 8"4' - 0"6' - 2 1/2"11' - 2"BATH A-3 KITCHEN L2-A 9' - 10 1/2"11' - 5"7"5' - 0"8' - 11" R07 BATH NA1 10' - 6"10' - 6"3' - 8"6' - 7 3/4"2' - 5"5' - 5"5' - 1"4' - 9"5' - 9"6' - 2 1/4"4' - 0"2' - 4" 10' - 10" 3' - 0"8' - 0" 11' - 0" 9' - 10" 11' - 2" 6' - 0"9' - 9"5' - 6 1/2"2' - 4"9' - 7"6' - 9 1/2"2' - 4"1 / AA2.N5.11 / AA2.N5.11 / AA2.N5.31 / AA2.N5.3 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:23 PM LEVEL 5 NORTH SECTOR PLAN - N2 AA2.N5.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 ENLARGED FLOOR PLAN N2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA303 2 AA303 1 AA303 4 1918 2017161514 6 7 8 9 D E M N Q S 13 10 11 L C B 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 K A M.6 P.4 2219.4 21 12 R P D1.1.C 603N A3.1.C 601N B1.1.C-A 604N C4.1.C 606N B1.4.C 607N A3.1.C 609N A3.1.C 613N A3.1.C 614N A3.1.C 615N B1.3.C 605N B3.1.C 608N C1.2.C 610N C1.1.C 612N C1.1.C 616N A2.1.C 617N B1.1.C 623N D1.4.C-A 625N C2.1.C 624N STAIR 1 ST-02N STAIR 2 ST-01N ELEV 2 EL-01N B1.1.C 622N B1.1.C 621N B1.1.C 618N TRASH U604N A2.1.C 620N CORRIDOR L602N GARAGE EX. M606N ELEV LOBBY L601N ELEV 1 EL-02N D1.3.C 619N A3.1.C 611N D1.1.C 602N UTILITY U601N BIKE STORAGE S602N STORAGE S603N STORAGE S601N HVAC M601N HVAC M604N HVAC M607N METER ROOM U602N BALCONY B616N BALCONY B612N BALCONY B610N BALCONY B608N BALCONY B605N BALCONY B603N BALCONY B601N BALCONY B602N BALCONY B604N BALCONY B606N BALCONY B607N BALCONY B609N BALCONY B611N BALCONY B613N BALCONY B614N BALCONY B615N BALCONY B617N BALCONY B620N BALCONY B623N BALCONY B625N BALCONY B624N BALCONY B622N BALCONY B621N BALCONY B619N BALCONY B618N STORAGE S604N HVAC M605N HVAC M603N HVAC M602N AA420 6 AA460 2 AA440 6 AA421 5 404' - 9 1/4" 404' - 9 1/4" 1 / AA2.S6.0 1 / AA2.N6.3 1 / AA2.N6.21 / AA2.N6.21 / AA2.N6.1GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:40 PM LEVEL 6 NORTH FLOOR PLAN AA2.N6.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 6 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 4 161514 6 7 8 9 D E M N 13 10 11 L C B K A M.6 12 L6ST-01N L601N RE1 RE1 RE1 RE1 RE1 R02 R01 S602N R01 R01 R02 R02R03 R02 R01 S603NS601N R08 R05 R05 R06 R01 1289 R01 RE2 R01 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R04 R04 R09 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R06 R06 R06 R06 R06 R06 R06 R04 R04 R07 R05 R02 R02 R02 R02 R02 R02 R02R02 R03 R02 R04 R07 R07 R08 R06 R02 R02 R01 RE1 RE1 RE1 RE1 R02 R03 R02 R02 R04 R04 R07 R07 R02 U601N BATH NA1 KITCHEN L1 BATH B-B1 KITCHEN L1 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-B2 KITCHEN L2 BATH NA1 KITCHEN L2 KITCHEN L2-A BATH B-B2 BATH NA1 BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-B1 KITCHEN L1 KITCHEN L2 BATH B-B3 BATH NA1 C1.2.C 610N BIKE STORAGE S602N STORAGE S603N STORAGE S601N A3.1.C 611N A3.1.C 609N B1.4.C 607N B3.1.C 608N ELEV 1 EL-02N ELEV LOBBY L601N ELEV 2 EL-01N UTILITY U601N B1.1.C-A 604N C4.1.C 606N HVAC M603N HVAC M602N STAIR 2 ST-01N D1.1.C 602N A3.1.C 601N D1.1.C 603N B1.3.C 605N BALCONY B605N BALCONY B608N BALCONY B602N BALCONY B601N BALCONY B604N BALCONY B606N BALCONY B607N BALCONY B609N BALCONY B610N HVAC M601N BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLO SET CLOSET CLOSETCLOSETCLOSET CLOSETCLO SETCLOSET CLOSETCLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCO CO CO CO CO CO CO CO CO CO CO F F F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R02 R02 W02Q0 WW14L1 W10P1 W11Q0 W10P1 W10P0 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 WW14L1 W10P1 W10P1 W10P1 W11Q0 W10P1 W10L0 W15L1 W35P1 W11Q0 W10P1 W02Q0 W10P1 WW14L1 W10P1 W10P0 W02Q0 W35P1 W10P1 WW14L1 WW14L1 W10P1 W10P1 W10P1 W10P0 W35Q1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1W35P1 W02L0 WW14L1 W21P2 W21L2 M26L2 W35P1 W35Q1 W10P0 W10L0 W11Q0 W10P1 W10P1 W35P1 W35P1 WW14L1 W11Q0 W10P1 W10P1 WW14L1 W11Q0 W10P1 W10P0 W10P1 WW14L1 W35P1 WW14L1 W10L0 W10P1 W11Q0 W10P0 W10P1 WW14L1 W10P1 W10P0 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 WW14L1 W10P1 AA440 6 AA421 5 404' - 9 1/4" AA732 18 11' - 1 3/4"10' - 0"10' - 10 1/4"6' - 9 1/2" 9' - 7" 2' - 4" 5' - 0" 10' - 3 1/2"8' - 0"10' - 2 3/4" 10' - 8 3/4"6' - 2"10' - 10"2' - 4"4' - 3 1/2"5' - 7" 11 BIKES (1 ACCESSIBLE)1 / AA2.N6.25' - 7" 4' - 7 3/4" 5' - 6" 5' - 2 3/4" 6' - 2 1/4" GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:47 PM LEVEL 6 NORTH SECTOR PLAN - N1 AA2.N6.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVE 6 ENLARGED FLOOR PLAN N1 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 1918 201716 M N 11 L C B 3 AA410 K A M.6 2219.4 2112 RE1 RE1 RE1 RE1RE1RE1RE1 RE1 RE1RE1RE1 U602N R01 R01 R01 U604N R01 R01 R01 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R03 R02 R05 R05 R05 R05 R06 R06 R04 R04 R07 R08 R04R04 R04 R04 R06 R04 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R09 R02 R02 R07 R02 R07 R02R09 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R01R01 S604N RE1 RE1 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 BATH B-A3 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B3 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 BATH B-B3KITCHEN L2 BATH NA1BATH NA1 BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L2 A2.1.C 620N A2.1.C 617N B1.1.C 621N D1.3.C 619N B1.1.C 618N C1.1.C 616N METER ROOM U602N HVAC M604N TRASH U604N GARAGE EX. M606N HVAC M605N A3.1.C 615N A3.1.C 614N A3.1.C 613N C1.1.C 612N STORAGE S604N C1.2.C 610N A3.1.C 611N A3.1.C 609N BALCONY B609N BALCONY B610N BALCONY B612N BALCONY B616N BALCONY B618N BALCONY B611N BALCONY B613N BALCONY B614N BALCONY B615N BALCONY B617N BALCONY B620N BALCONY B621N BALCONY B619N R02 R03 R02 R04 R04 BATH NA1 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CO CO CO CO F F F F F F F F F F F F F F FF F F F F CO CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F F F F F F F F F FF FF F SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSD R01 R01 R01 R01 R01 W21L2 W35Q1 W35P1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W11Q0 W10P1 W10P1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W10P1 WW14L1 W10P1 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 W10P1 W10P1 W35P1W10P0 WW14L1 W10P1 W10P0 W10P1 W10P1 W10P1 W35Q1 W35P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1WW14L1 WW14L1-5 WW14L1-5 W11Q0 W10P1 W10P0 W10P0 W35P1 W15L1 W35P1 W10P1 WW14L1 WW14LP1 WW14L1 W10P1 W11Q0 W10P0 W10P1 W10P1 W10P1 WW14L1 WW14L1WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W21P2 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1W15L1 W10P1 W10P0 W10P1 WW14L1 W35Q1 W10P1 W10P0 W35P1W15L1W35P1W35Q1W15L1W35P1W35Q1 W10P0 W10P1 W10P1 WW14L1 W10P0 W10P0 W10P1 W11Q0 W10P0 WW14LP1 W10P0 AA460 2 3' - 8"6' - 7 3/4"2' - 5"6' - 2 1/4"4' - 0"2' - 4" 10' - 9" 3' - 0"8' - 0" 10' - 10 1/4" 9' - 11 3/4" 11' - 1" 6' - 0"9' - 9"6 1/2"5' - 0"2' - 4"9' - 7"6' - 9 1/2"2' - 4"10' - 6"10' - 6"1 / AA2.N6.31 / AA2.N6.1GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:07:53 PM LEVEL 6 NORTH SECTOR PLAN - N2 AA2.N6.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - NORTH N2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 1 19 20 M N Q S 3 AA411 4 AA411 1 AA410 2 AA410 M.6 P.4 2219.4 21 R P L6ST-02N RE1 RE1 RE1 R01 U602NR01 R01 U604N R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R02 R03 R02 R02 R02 R03 R02 R02 R03 R03 R02 R05 R05 R05 R05 R04 R04 R07 R08 R04R04 R07 R08 R08 R08 R09 R02 R02 R02R02 R08 R02 R02 R03 R06 R06 R07 R08 R08 R02 RE1 RE1 RE1 R02 R02 BATH NA1 KITCHEN L2-A KITCHEN L2 BATH B-A3 BATH B-A2 BATH A-3 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 BATH B-A3KITCHEN L2 BATH B-B2 KITCHEN L1 C2.1.C 624N STAIR 1 ST-02N HVAC M607N D1.4.C-A 625N B1.1.C 623N BALCONY B623N BALCONY B625N BALCONY B624N BALCONY B622N B1.1.C 622N A2.1.C 620N A2.1.C 617N B1.1.C 621N METER ROOM U602N HVAC M604N TRASH U604N GARAGE EX. M606N HVAC M605N A3.1.C 615N BALCONY B617N BALCONY B620N BALCONY B621N R02 R03 R02 R02 R04 R04 R07 R08 R02 KITCHEN L2 BATH B-B2 BATH NA1 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSETF F F F F F F CO CO CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD R01 R01 R01 R01 R01 R01 R01 W21L2 W55Q2 W25P2 W25P2 W21P2 W35Q1 W35P1 W35P1 W35P1 W35P1 W35P1W35P1 W35P1 W35P1 W15L1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W21P2 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1W15L1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 W10P1 W11Q0 W11P0 W11Q0 W10P1 W02Q0 W10P1 W10P1W10P0 W10P1 WW14L1 W10P1 W10P0 AA460 2 AA420 6 404' - 9 1/4" 7' - 8"10' - 6"7' - 0"13' - 10"6' - 6 1/2"2' - 4 1/2"13' - 4 1/2"10' - 8"2' - 11 1/2" 8' - 10"4' - 6 1/2"5' - 5 1/2"5' - 2" 27' - 0"9' - 0"11' - 0" 2' - 4"11' - 8 1/2" 2' - 3"10' - 1"5' - 3"4' - 9"6' - 8 1/2"11' - 5 1/2"2' - 8 1/2"9' - 0" 14' - 2"13' - 0" 11' - 2"5' - 7 1/2"5' - 6 1/2"3' - 9"6' - 8"2' - 7"5' - 11 1/2" 5' - 6" 6' - 2"11' - 8"3' - 8 1/2"10' - 6" 10' - 6"3' - 8" 6' - 7 3/4" 2' - 5"6' - 2 1/4" 4' - 0" 2' - 4" 10' - 9" 3' - 0"8' - 0" 10' - 10 1/4" 9' - 11 3/4" 11' - 1" 6' - 0"9' - 9" 6 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 9 1/2"2' - 4"10' - 6" 10' - 6" 1 / AA2.N6.2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:07 PM LEVEL 6 NORTH SECTOR PLAN - N3 AA2.N6.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - NORTH N3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA303 3 AA303 2 AA303 1 AA303 4 1918 2017161514 6 7 8 9 D E M N Q S 13 10 11 L C B 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 K A M.6 P.4 2219.4 21 12 R P D1.1.C 703N A3.1.C 701N D1.1.C 702N B1.1.C 704N C4.1.C 706N B1.4.C 707N A3.1.C 709N A3.1.C 711N A3.1.C 713N A3.1.C 714N A3.1.C 715N C1.1.C 712N C1.2.C 710N B3.1.C 708N B1.3.C 705N STAIR 2 ST-01N ELEV 2 EL-01N ELEV LOBBY L701N ELEV 1 EL-02N C1.1.C 716N B1.1.C 718N D1.3.C 719N B1.1.C 721N B1.1.C 722N C2.1.C 724N STAIR 1 ST-02N D1.4.C 725N B1.1.C 723N A2.1.C 720N A2.1.C 717N TRASH U704N GARAGE EX. M706N ELEV CONTROL E701N HVAC M701N BIKE STORAGE S702N STORAGE S703NSTORAGE S701N CORRIDOR L702N HVAC M704N HVAC M707N BALCONY B716N BALCONY B712N BALCONY B710N BALCONY B708N BALCONY B705N BALCONY B703N BALCONY B701N BALCONY B702N BALCONY B704N BALCONY B706N BALCONY B707N BALCONY B709N BALCONY B711N BALCONY B713N BALCONY B714N BALCONY B715N BALCONY B717N BALCONY B720N BALCONY B723N BALCONY B725N BALCONY B724N BALCONY B722N BALCONY B721N BALCONY B719N BALCONY B718N IDF U703N STORAGE S704N HVAC M705N HVAC M702N HVAC M703N AA460 2 AA420 6 AA440 6 AA421 7 413' - 11" 413' - 11" 1 / AA2.S7.0 1 / AA2.N7.3 1 / AA2.N7.21 / AA2.N7.21 / AA2.N7.1GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:09 PM LEVEL 7 NORTH FLOOR PLAN AA2.N7.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 7 NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA303 3 AA303 4 161514 6 7 8 9 D E M N 13 10 11 L C B K A M.6 12 L7ST-01N A87 RE1RE1 R02 R01 S702N R01 R01 R02 R02R03 R02 R01 S703NS701N R08 R05 R05 R06 R01 R01 R01 RE2 R01 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R04 R04 R09 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R06 R06 R06 R06 R06 R06 R06 R02 R03 R02 R02 R04 R04 R07 R08 R04 R04 R07 R05 R02 R02 R02 R02 R02 R02 R02 R02R02 R03 R02 R04 R07 R07 R08 R06 R02 R02 R01 RE1 RE1 RE1 RE1 RE1 RE1 E701N BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLO SET CLOSET CLOSETCLOSETCLOSET CLOSETCLO SETCLOSET CLOSETCLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLO SET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCO CO CO CO CO CO CO CO CO CO CO F F F F F F FF F F F F F F F F F F F F F F F F F F F F F F F F F F F FF F F F F F SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD D1.1.C 703N A3.1.C 701N D1.1.C 702N B1.1.C 704N C4.1.C 706N B1.4.C 707N A3.1.C 709N A3.1.C 711N C1.2.C 710N B3.1.C 708N B1.3.C 705N STAIR 2 ST-01N ELEV 2 EL-01N ELEV LOBBY L701N ELEV 1 EL-02N ELEV CONTROL E701N HVAC M701N BIKE STORAGE S702N STORAGE S703NSTORAGE S701N CORRIDOR L702N BALCONY B710N BALCONY B708N BALCONY B705N BALCONY B703N BALCONY B701N BALCONY B702N BALCONY B704N BALCONY B706N BALCONY B707N BALCONY B709N HVAC M702N HVAC M703N KITCHEN L1 BATH B-B1 KITCHEN L1 BATH NA1 KITCHEN L2BATH B-B3 BATH NA1 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-B1 KITCHEN L1 BATH B-B3 KITCHEN L2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 W02Q0 WW14L1 W10P1 W11Q0 W10P1 W10P0 W10P1 W10P1 W10P1 W10P1 W10P0 W35P1 WW14L1 W10P1 W10P1 W10P1 W11Q0 W10P1 W10L0 W15L1 W35P1 W11Q0 W10P1 W10P1 WW14L1 W10P1 W10P0 W02Q0 W35P1 W10P1 WW14L1 WW14L1 W10P1 W10P1 W10P1 W10P0 W35Q1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1W35P1 W02L0 WW14L1 W21P2M26L2 W35P1 W35Q1 W10P0 W10P0 W11Q0 W10P1 W10P1 W35P1 W35P1 WW14L1 W11Q0 W10P1 W10P1 WW14L1 W11Q0 W10P1 W10P0 W10P1 WW14L1 W35P1 WW14L1 W10L0 W10P1 W11Q0 W10P0 W10P1 WW14L1 W10P1 W10P0 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 WW14L1 W10P1 AA440 6 AA421 7 W21L2 413' - 11" AA732 18 11 BIKES (1 ACCESSIBLE) GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:17 PM LEVEL 7 NORTH SECTOR PLAN - N1 AA2.N7.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - NORTH N1 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 1918 201716 M N 11 L C B 3 AA410 K A M.6 2219.4 2112 RE1 RE1 RE1 RE1RE1RE1RE1 U703N R01 R01 R01 U704N R01 R01 R01 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02R02 R02 R03 R03 R02 R05 R05 R05 R05 R06 R06 R04 R04 R07 R08 R04R04 R04 R04 R06 R04 R06 R06 R06 R06R02 R03 R02 R02 R04 R04 R07 R08 R09 R02 R02 R07 R02 R07 R02R09 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R03 R02 R02 R02 R06 R01R01 S704N RE1 RE1 RE1 RE1RE1RE1 R02 R03 R02 R04 R04 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CO CO CO CO F F F F F F F F F F F F F F FF F F F F CO CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F F F F F F F F F FF FF F SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSD SDSD A3.1.C 711N A3.1.C 713N A3.1.C 714N A3.1.C 715N C1.1.C 712NC1.2.C 710N C1.1.C 716N B1.1.C 718N D1.3.C 719N B1.1.C 721N A2.1.C 720N A2.1.C 717N TRASH U704N GARAGE EX. M706N HVAC M704N BALCONY B716NBALCONY B712N BALCONY B710N BALCONY B709N BALCONY B711N BALCONY B713N BALCONY B714N BALCONY B715N BALCONY B717N BALCONY B720N BALCONY B721N BALCONY B719N BALCONY B718N IDF U703N STORAGE S704N HVAC M705N KITCHEN L1 BATH B-B1 BATH B-B1 KITCHEN L1 BATH B-B1 KITCHEN L1 BATH B-B1 BATH B-B1 KITCHEN L1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 BATH B-A3 KITCHEN L2 BATH B-B3 KITCHEN L2 BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-B3BATH B-B3KITCHEN L2 BATH NA1 BATH NA1 KITCHEN L2 W21L2 W35Q1 W35P1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W11Q0 W10P1 W10P1 W35P1 W10P1 W10P1 W10P1 W15L1 W10P1 WW14L1 W10P1 WW14L1 W10P1 W10P0 W15L1 W35Q1 W35P1 W15L1 W35P1 W10P0 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 W10P1 W10P1 W35P1W10P0 WW14L1 W10P1 W10P0 W10P1 W10P1 W10P1 W35Q1 W35P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1WW14L1 WW14L1-5 WW14L1-5 W11Q0 W10P1 W10P0 W10P0 W35P1 W15L1 W35P1 W10P1 WW14L1 WW14LP1 WW14L1 W10P1 W11Q0 W10P0 W10P1 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1W15L1 W10P1 W10P0 W10P1 WW14L1 W35Q1 W10P1 W10P0 W35P1W15L1W35P1W35Q1W15L1W35P1W35Q1 W10P0 W10P1 W10P1 WW14L1 W10P0 W10P0 W10P1 W11Q0 W10P0 WW14LP1 W10P0 AA460 2 10' - 6"10' - 6"3' - 8"6' - 7 3/4"2' - 5"6' - 2 1/4"4' - 0"2' - 4" 10' - 9" 3' - 0"8' - 0" 10' - 10 1/4" 9' - 11 3/4" 11' - 1" 6' - 0"9' - 9"5' - 6 1/2"2' - 4"9' - 7"6' - 9 1/2"2' - 4"1 / AA2.N7.31 / AA2.N7.1GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:23 PM LEVEL 7 NORTH SECTOR PLAN - N2 AA2.N7.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - NORTH N2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 19 20 M N Q S 3 AA411 4 AA411 1 AA410 2 AA410 M.6 P.4 2219.4 21 R P RE1 RE1 RE1 R01 U703N R01 R01 R01 U704N R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R03 R02 R03 R02 R02 R02 R03 R02 R02 R03 R03 R02 R05 R05 R05 R05 R04 R04 R07 R08 R04R04 R07 R08 R08 R08 R09 R02 R02 RE1 RE1 RE1 R03 R06 R06 R07 R08 R08 R02 R02 R02 R02R02 R02 R02 R02 R03 R02 R02 R04 R04 R07R08 R02 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSET CLOSETF F F F F F F CO CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD B1.1.C 721N B1.1.C 722N C2.1.C 724N STAIR 1 ST-02ND1.4.C 725N B1.1.C 723N A2.1.C 720N A2.1.C 717N TRASH U704N GARAGE EX. M706N HVAC M704N HVAC M707N BALCONY B717N BALCONY B720N BALCONY B723N BALCONY B725N BALCONY B724N BALCONY B722N BALCONY B721N IDF U703N HVAC M705N BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 BATH B-B2 KITCHEN L2 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-A3 KITCHEN L2 BATH B-A2 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 BATH B-A3 W21L2 W55Q2 W25P2 W25P2 W21P2 W35Q1 W35P1 W35P1 W35P1 W35P1 W35P1W35P1 W35P1 W35P1 W15L1 W35P1 W35Q1 W35P1 W35Q1 W35P1 W15L1 W35P1 W55Q2 W10P0 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W10P0 W11Q0 W10P1 W10P1 WW14L1 WW14L1 W35P1 W15L1 W35Q1 W15L1 W35P1 W35P1 W10P1 WW14LP1 WW14L1 WW14L1 W10P0 W10P1 WW14L1 W15L1 W35P1W35P1W35Q1 W10P0 W10P1 W11Q0 WW14L1 WW14LP1 W10P0 W35P1 W11Q0 W10P0 WW14LP1 W10P1 W10P0 W10P1 W11Q0 W11P0 W11Q0 W10P1 W02Q0 W10P1 W10P1W10P0 W10P1 WW14L1 W10P1 W10P0 AA460 2 AA460 2 413' - 11" R08 10' - 6"10' - 6"3' - 8"6' - 7 3/4"2' - 5"6' - 2 1/4"4' - 0"2' - 4" 10' - 9" 3' - 0"8' - 0" 10' - 10 1/4" 9' - 11 3/4" 11' - 1" 6' - 0"9' - 9"5' - 6 1/2"2' - 4"9' - 7"6' - 9 1/2"2' - 4"1 / AA2.N7.2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:28 PM LEVEL 7 NORTH SECTOR PLAN - N3 AA2.N7.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - NORTH N3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 1 AA303 3 AA303 2 AA303 1 AA303 4 1918 2017161514 6 7 8 9 D E M N Q S 13 10 11 L C B 3 AA411 4 AA411 1 AA410 3 AA410 2 AA410 K A M.6 P.4 2219.4 2 AA401 2 AA400 2 AA400 21 12 R P1' - 6"1 1/2" / 12" 1 1/2" / 12" 1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1/4" / 12" TYP. TRASH CHUTE CAP PER MFR HVAC SHAFT HVAC SHAFT HVAC SHAFT GARAGE EXHAUST HVAC SHAFT HVAC SHAFT 1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP. 1/4" / 12" TYP.1/4" / 12" TYP.CRICKETS 1/4" / 12" SLOPE TYP. STAIR TO ROOF ELEVATOR OVERRUN SCUPPER AND COLLECTOR BOX MTL BALCONY CANOPY MTL BALCONY CANOPY MTL TRELLIS BALCONY CANOPY COLLECTOR BOX 3' - 6" 3' - 6"1' - 6"3' - 6"1' - 6"3' - 6"3' - 6"1' - 6"8' - 0"1' - 6"3' - 6"1' - 6" 3' - 6"1' - 6"1' - 6"3' - 6" BEGINING OF ROOF OVERHANG, TYP. BEGINING OF ROOF OVERHANG, TYP. BEGINING OF ROOF OVERHANG, TYP. BEGINING OF ROOF OVERHANG, TYP. DASHED LINE OF CORRIDOR WALLS BELOW, TYP. DASHED LINE OF CORRIDOR WALLS BELOW, TYP. TO FRAMING 425' - 1 1/2" TO FRAMING 424' - 5 1/2"TO FRAMING 424' - 5 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 425' - 1 1/2" TO FRAMING 425' - 1 1/2" MTL TRELLIS BALCONY CANOPY TO FRAMING 433' - 11 1/4" TO FRAMING 431' - 5 1/4" AIR HANDLER 1 AA660 TYP MECHANICAL SCREEN MECHANICAL SCREEN 1 AA660 TYP MECHANICAL SCREEN PV ARRAY 5,700 SF 1 / AA2.SR.0 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:32 PM ROOF LEVEL NORTH FLOOR PLAN AA2.NR.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 ROOF LEVEL NORTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS NORTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA301 1 AA300 3 AA3041 AA304 2 AA304 4 AA303 3 AA303 4 AA730 57 AA730 10 AA730 11 18 17 16 15 14 3 4 5 6 7 8 9 2 D E F G N Q S 13 H 10 11 C B C6.1.C 302S D2.1.C 301S C1.1.C 304S C1.1.C 306S A1.2.C 303S B7.1.C 305S A2.1.C 307S A2.1.C 310S B1.1.C-A 313S B1.1.C 315S B6.1.C 316S A3.1.C 320S B4.1.C 322S A3.1.C 325S ELEV 3 EL-01S ELEV LOBBY L301S ELEV 4 EL-02S STAIR 3 ST-01S CORRIDOR L302S TRASH U301S OPEN TO BELOW OPEN TO BELOW 4 AA412 2 AA412 1 AA412 5 AA410 6 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 5 AA411 A P.4 F.3 J T 1 5 AA802 1 AA401 2 AA400 G.3 6 AA411 3 AA412 12 R P AA300 2 A3.1.C 318S C1.3.C-A 327S STORAGE S308S D4.2.C 328S STAIR 4 ST-02S A3.1.C 324S AA422 5 AA461 2 GARAGE EX. M302S UTILITY U302S STORAGE S301S HVAC M301S CORRIDOR L304S METER ROOM U303S BIKE STORAGE S305S STORAGE S306S HVAC M307S AA423 4 8 12 AA730 2 AA730 3 AA730 4 AA730 6 AA730 9 AA442 4 377' - 3" 377' - 3"2 / AA2.S3.11 / AA2.S3.21 / AA2.S3.21 / AA2.S3.31 / AA2.S3.1 2 / AA2.S3.1 C00R3 C00R3 C00S3 C00R3 C00R3 1 / A A 2.N 3.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:12 PM LEVEL 3 SOUTH FLOOR PLAN AA2.S3.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 3 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 42 F G H 2 AA412 1 AA412 2 AA411 1 AA411 F.3 J 1 5 AA802 G.3 AA300 2 C1.1.C 306S A2.1.C 307S A2.1.C 310S TRASH U301S GARAGE EX. M302S UTILITY U302S BALCONY B306S RE1 RE1 RE1 U302S R01 R01 R01 R02 R02 R02 R02 R02 R02 R02 R02 R03 R03 R05 R05 R05 R05 R04 R02 R02 R04 R04 U301S PATIO P307S PATIO P310S KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 CORRIDOR L302S AA730 2 AA730 3 AA730 4 6' - 0"9' - 10 1/2"5' - 9 1/2"5' - 0"9' - 2"6' - 6 1/4"6' - 0 3/4"3' - 1 1/2"6' - 10 1/2"11' - 5"7"5' - 0"9' - 4 1/4"2' - 1 3/8"5' - 11"5' - 3"2' - 3"6' - 8"3' - 7"5' - 5"3' - 0" 9' - 9 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 5' - 2"6' - 6 3/4"2' - 6 1/2"10' - 1 1/4"6' - 2"3' - 10"11' - 10"11' - 10"3' - 10"10' - 1 1/4"6' - 2"2' - 6"3' - 0"11' - 1 3/4"10' - 0"10' - 10 1/4"10' - 10 1/2"2' - 4"9' - 3 1/2"2' - 4" 7' - 2" 6' - 6" 9' - 4" 5' - 0" 5' - 9 1/2" 9' - 10 1/2" LIVING LIVING LIVING WALK-IN CLOSET CLOSETCLOSETCLOSET CLOSET BEDROOM BEDROOM BEDROOM CLOSETF F F CO CO CO F F F F F F F SD SD SD SD SD SD SD SD 57' - 7 3/8"12' - 6"3' - 7"11' - 2"CLOSET 2' - 6"2' - 7"5' - 8 1/2"4' - 0"4' - 0"5' - 8 1/2"2' - 7"9' - 3 1/2" 2' - 4" 10' - 10 1/2" AA461 2 C00R3 C00S3 C00R3 1 / AA2.S3.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 3 42 D E F C B 4 AA412 5 AA410 6 AA410 4 AA410 A 1 3 AA412 C6.1.C 302S D2.1.C 301S C1.1.C 304S A1.2.C 303S B7.1.C 305S ELEV 3 EL-01S ELEV LOBBY L301S ELEV 4 EL-02S STAIR 3 ST-01S CORRIDOR L302S STORAGE S301S PATIO P305S PATIO P303S CORRIDOR L304S BALCONY B304S BALCONY B301S PATIO P302S RE2 RE1 RE1 RE1 R01 R01 R01 R01 R01 A159 A87 R02 R02 R02R02 R02 R02 R02 R02R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R09 R08 R02 R05 R04 R06 R06 R04 R04 R04 R07 R04 R04 R07 R02 R07 R03 R05 S301S BATH B-B3 BATH B-B3 KITCHEN L2 BATH NA1 BATH B-A3 KITCHEN L2 BATH B-B3 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-B2 6' - 0"2' - 6"6' - 1 1/4"6' - 4 3/4"5' - 4"8 1/4"9' - 9 3/4"9' - 4"7' - 4 1/4"19' - 4"7' - 1 3/4"2' - 6"5' - 7 3/4"6' - 10 1/4"8' - 11 1/4"5' - 0"7"11' - 5"9' - 10 1/4"12' - 10 1/2"9' - 4 3/4"8' - 0"8' - 0"11' - 1 3/4"10' - 10 1/4"10' - 9"5' - 5"5' - 4"4' - 0"4' - 0"4' - 0"4' - 0"5' - 10"4' - 11"3' - 7"6' - 8"2' - 3"5' - 10"4' - 11"5' - 6"5' - 4 1/4"5' - 3 3/4"5' - 10"2' - 4"6' - 8"4' - 0"9' - 10 3/4"2' - 1 1/4"4' - 6" 5' - 6"50' - 0"7' - 6" 11' - 7 3/4" 2' - 4" 11' - 0 1/4" 11' - 0 1/4" 2' - 4" 11' - 7 3/4" 2' - 2 1/4" 3' - 3 3/4" 6' - 0" 5' - 7 3/4"5' - 7 3/4" 6' - 0" 4' - 7" 2' - 11"12' - 0"11' - 0"13' - 3 1/4"22' - 0"24' - 3 1/4"11' - 0"11' - 0"13' - 2 1/2"11' - 0 3/4"4' - 2"5' - 11 3/4"6' - 2"10' - 8 1/4" 6' - 2" 4' - 6 3/4" 6' - 10 1/8" 4' - 8 1/2" 2' - 4" 6' - 2"6' - 4 3/4"2' - 4 1/2"10' - 7 1/2" 10' - 3 1/2" 16' - 7" 5' - 0" 10' - 10"2' - 4"6' - 0 1/4"2' - 4"2' - 4"5' - 3"3' - 9"9' - 9 1/2" 10' - 5 1/2" 10' - 3 3/4" 11' - 5" 8' - 11 1/2" 6' - 0" 12' - 8 3/4" 6' - 4" 2' - 8 3/8" 2' - 4" 11' - 6"2' - 4"9' - 9"5' - 4 1/4"5' - 8 1/2"5' - 11"6' - 2 3/4"10' - 8 1/2" 2' - 4" 6' - 2" 2' - 4" 6' - 8 1/2" 10' - 2 1/4" 6' - 2" 5' - 0" 14' - 5 1/4" 6' - 3 1/2" 11' - 3 1/4" 13' - 0 1/2" 11' - 7 1/2" 2' - 4"3' - 4"2' - 1 1/4"4' - 2"6' - 4"4' - 0 3/4"11' - 1 3/4" 6' - 2 1/4" 4' - 0" 10' - 8"2' - 6 1/2"4' - 2"1' - 4 3/4"4' - 1 1/2"6' - 4 1/2"6' - 4 1/2"4' - 5"1' - 1 1/4"4' - 2"2' - 6 1/2"10' - 4" 2' - 6" 8' - 2"2' - 4"10' - 6"11' - 1 3/4" 6' - 2 1/4" 4' - 0" 10' - 8"6' - 1 3/4"9' - 9 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 16' - 2" 5' - 2"4' - 2"6' - 10"5' - 6 1/4" 5' - 6" 5' - 7" 5' - 5 1/4" LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM CLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETCO CO F F FF F F F F F F CO CO CO F FF F F F F F F F SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD 10' - 9"16' - 0"10' - 9"12' - 6"32' - 9"13' - 0"12' - 0"WALK-IN CLOSET R06 R06 R02 R02R02 BATH B-A3 R02 R02 BATH B-A3 R08 B1 A1 C1 KITCHEN L2 R03 R02 RE111' - 8 1/2"10' - 11 3/4"9' - 3 1/2" 2' - 4" 10' - 10 1/2"5' - 6"5' - 6"5' - 5 1/4"5' - 6 3/4"2' - 3"6' - 7 1/2"4' - 4"5' - 2 3/4"5' - 10"17' - 4 1/2"6' - 4 1/4"2' - 0 1/4"5' - 6"5' - 6"9' - 9"2' - 3"2' - 1"6' - 1 1/8"7' - 2 1/8"4' - 5"6' - 7 1/4"2' - 3"AA442 4 AA422 5 377' - 3" AA73219 2 / AA2.S3.1GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:47 PM LEVEL 3 SOUTH SECTOR PLAN - S1 AA2.S3.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"2 LEVEL 3 SECTOR PLAN - SOUTH 1B S1 KEY PLAN -UPPER LEVELS 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - SOUTH 1A 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 2 AA730 57 5 6 7 8 9 F G Q S 13 H 10 11 1 AA413 2 AA413 3 AA413 P.4 F.3 J G.3 6 AA411 R P B1.1.C-A 313S B1.1.C 315S B6.1.C 316S A3.1.C 320S B4.1.C 322S OPEN TO BELOW PATIO P322S STORAGE S306S BIKE STORAGE S305S A3.1.C 318S PATIO P316S PATIO 1005PATIO P313S METER ROOM U303S R05 R02 R04 R04 PATIO P310S R02 R02 R03 R02 R01 RE1 R08 R07 R02 R03 R04 R02 R02 RE1 R02 R06 R02 RE1 R06 R09 R02 BATH NA1 R02 KITCHEN L2 R01 R02 R06 R02 BATH NA1 BATH B-B2 KITCHEN L2KITCHEN L2-A BATH B-A3 KITCHEN L1 R02 R06 BATH B-B1 BATH B-B1 R06 KITCHEN L1 R02 R02 R01 R02 R03R02R03 R01 R02 RE1 RE1 S305S S306S R02 R02 R06 BATH B-A3 R02 R09 R04 R02 BATH B-A3 R02 RE1 U303S L302S BATH B-B2 BATH B-B2 BATH NA1 HVAC M306S CORRIDOR L303S 8 AA730 9 3' - 0"3' - 9"6' - 8"2' - 4"7' - 8 3/4"10' - 0 1/2" 4' - 3 1/2" 21' - 3 1/4"13' - 0" 13' - 0"44' - 3"24' - 9"12' - 0"25' - 7 1/4" 14' - 0" 11' - 7 1/4"10' - 9 1/4" 10' - 6" 13' - 0" 13' - 0" 10' - 9 1/2" 10' - 2 1/2" 10' - 9 1/2" 12' - 5 1/2" 10' - 9" 14' - 0" 5' - 9 1/4" 5' - 0" 5' - 0" 5' - 6" 2' - 4" 6' - 8" 4' - 0" 4' - 0" 6' - 8" 2' - 4" 5' - 6" 5' - 3 1/2" 3' - 2 1/2" 7' - 0" 7' - 0" 3' - 9 1/2" 3' - 7" 6' - 7 1/2" 2' - 3"5' - 10" 4' - 11" 6' - 10" 7' - 2" 2' - 10" 3' - 2" 3' - 2" 2' - 10" 7' - 2" 6' - 10" 5' - 8 1/4" 5' - 11" 4' - 2"11' - 0 1/4"2' - 4"11' - 1 3/4"13' - 6"10' - 10"2' - 4"4' - 3 1/2"11' - 1 3/4"10' - 0"10' - 10 1/4"10' - 10 1/2"2' - 4"9' - 3 1/2"6' - 0"3' - 3 1/2"7' - 8 1/2"11' - 0" 9' - 10" 11' - 2"2' - 4" 10' - 10" 6' - 2 1/4"6' - 2"7' - 6 1/2"11' - 0"8' - 7 3/4"10' - 6 1/4"7' - 10"11' - 7" 6' - 4 1/2"6' - 0"4' - 9 7/8"7' - 4" 11' - 0" 2' - 4" 10' - 7" 6' - 1 1/4" 2' - 4" 2' - 4" 5' - 5 3/4" 2' - 4"14' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"6' - 0" 6' - 0"16' - 8 1/4"2' - 4"10' - 11 3/4"16' - 8 1/4"2' - 4"10' - 11 3/4"6' - 2 1/4" 3 ' - 8 " 2 ' - 4 " 9 ' - 9 "2' - 8 3/4" 7' - 3 1/4" 3' - 6 1/2" 6' - 4" 9' - 9" 2' - 4" 6 1/2" 5' - 0" 10' - 0 1/2" 9' - 9" 6 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 2 1/2" 7" 4' - 8" 3' - 9 1/4" 7' - 1 3/4" 18' - 5" 3' - 10 1/2" 5' - 0" 7 1/2" 2' - 4" 8' - 2" 8' - 2" 2' - 4" 7 1/2" 5' - 0" 3' - 10 1/2" 13' - 5" 13' - 8 5/8" LIVING LIVING LIVING LIVING LIVING LIV IN G B E D R O O M B E D R O O M CLOSET BEDROOM CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET C LO S E T BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM F F F F F F F F F F F CO CO CO CO CO C O F F F F F F F F FF F S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD SD R01 R044' - 7 3/4" 11' - 0" R04 R02 R07 16 BIKES (1 ACCESSIBLE) C00R3 C00R32 / AA2.S3.11 / AA2.S3.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:13 PM LEVEL 3 SOUTH SECTOR PLAN - S2 AA2.S3.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - SOUTH S2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA73011 17161514 F G Q S 13 H 10 11 5 AA411 P.4 F.3 J T G.3 12 R P B4.1.C 322S A3.1.C 325S O P E N T O B EL O W C1.3.C-A 327S D4.2.C 328S PATIO P328S STAIR 4 ST-02S PATIO P327S PATIO P325SPATIO P324S A3.1.C 324S PATIO P322S STORAGE S306S BIKE STORAGE S305S KITCHEN L1 R03 S305S S306S R02 R02 R06 BATH B-A3 R02 R09 R04 R02 BATH B-A3 R02 R02 R01 KITCHEN L2 RE1 KITCHEN L1 R02 BATH B-B1 R02 R06 R02 R01 R03 KITCHEN L1 KITCHEN L1 R02 R02 R06 BATH B-B1 R02 R01 R03 S308S BATH A-3 R02 R07 R02 R02 R07 KITCHEN L2-A R01 R02 R04 BATH NA1 R02 R07 R02 R01 R04 R02 R03 BATH B-A3 R02 R04 R04 R02 L3ST-02S RE2 R06 R02 R02 R04 R04 R02 R02 BATH B-B3 ? RE1 HVAC M306S STORAGE S308S HVAC M307S CORRIDOR L303S 12 5' - 0" 4' - 11 1/2" 9' - 4" 3' - 10 1/2" 5' - 0" 7 1/2" 2' - 4" 8' - 2" 8' - 2" 2' - 4" 7 1/2" 5' - 0" 4' - 0" 6' - 1 3/4"12' - 10"2' - 4"17' - 10"12' - 1"10' - 8 1/2" 12' - 2 1/2"22' - 6"12' - 9 1/2" 10' - 7 1/2" 12' - 0"33' - 0"36' - 10 3/8"10' - 0 5/8"44' - 9"12' - 6"10' - 9"22' - 0"6' - 0"6' - 0"14' - 3 1/4" 8' - 0"14' - 0" 10' - 5"10' - 9"2' - 4"10' - 6"10' - 9" 6' - 0"4' - 6"5' - 6"5' - 3"2' - 3"6' - 8"3' - 7"5' - 4"5' - 5"3' - 11"4' - 1"6' - 10"7' - 2"2' - 10"3' - 2"3' - 2"2' - 10"7' - 2"7' - 1 1/4"3' - 9"6' - 8" 2' - 4" 5' - 8" 4' - 0"5' - 9"5' - 4"13' - 2"2' - 4"7' - 8 3/4" 10' - 0 1/2" 4' - 3 1/2" 5' - 11 3/4"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"14' - 0"10' - 6" 2' - 4"10' - 6"4' - 0"6' - 2 1/4"7' - 3 3/4"6' - 4 1/2" 4' - 1 1/2" 1' - 4 3/4" 4' - 2"8' - 2"2' - 4"17' - 6"13' - 2 1/4"2' - 4"10' - 4 3/4"5' - 11 1/2"2' - 4 1/2"7' - 9 5/8"6' - 4 3/4" 3' - 8 3/4" 6' - 4 1/2" 10' - 8 3/4" 10' - 8"2' - 11 1/2"4' - 6 3/4"6' - 4"3' - 9 1/2"13' - 5"8' - 10"5' - 6 1/4" 4' - 11 3/4"4' - 0 3/4"7' - 1 1/4"2' - 6 1/2"7' - 10 1/4"2' - 6"6' - 0"6' - 0"6' - 2"6' - 2"6' - 2 3/4"9' - 9 1/4"8 3/4" 19' - 4 1/2" 6' - 4 3/4" 6' - 6 1/2" 9' - 8 1/4" 11' - 5" 4' - 8 3/4" 14' - 0" 11' - 7 1/4"11' - 0 1/4"2' - 4"11' - 1 3/4"13' - 6"6' - 2 1/4"3' - 8"2' - 4"9' - 9"2' - 8 3/4"7' - 3 1/4"3' - 6 1/2"8' - 2" 2' - 4" 7 1/2" 5' - 0" 3' - 10 1/2" 13' - 5" 13' - 8 5/8" LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM CLO SET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETF F F F F F F F CO CO CO CO CO F FF FF F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R04 5' - 2" 5' - 7" AA423 4 36' - 10 3/8"12' - 0"5' - 6"9' - 11"7' - 10"5' - 0"4' - 0"10' - 2"3' - 8"377' - 3" 16 BIKES (1 A C C ESSIBLE) C00R3 C00R3 C00R3 C00R3_CI1 / AA2.S3.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:08:57 PM LEVEL 3 SOUTH SECTOR PLAN - S3 AA2.S3.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - SOUTH S3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) UP 2' - 0"12' - 0" AA302 2 AA301 1 AA300 3 AA3041 AA304 2 AA304 3 17 16 15 14 3 4 5 6 7 8 9 2 D E F G Q S 13 H 10 11 C B D1.3.C 402S D2.1.C 401S C1.1.C-A 404S C1.1.C 406S A1.1.C 408S A1.2.C 403S A2.1.C 410S B1.1.C 413S B1.1.C 415S B6.1.C 416S A3.1.C 420S B1.2.C 419S C1.1.C 417S C1.1.C 414S B2.1.C 412S B2.1.C 411S D3.1.C 409S ELEV 3 EL-01S B4.1.C 422S B8.1.C 421S A2.1.C 407S B7.1.C 405S ELEV LOBBY L401S ELEV 4 EL-02S STAIR 3 ST-01S TRASH 4 AA412 2 AA412 1 AA412 5 AA4106 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 5 AA411 A P.4 F.3 J T 1 5 AA802 2 AA400 G.3 6 AA411 3 AA412 12 A3.1.C 418S A3.1.C 424S A3.1.C 425S C1.3.C 427S D4.1.C 428S STAIR 4 ST-02S D1.2.C 429S C1.4.C 426S C5.1.C 423S GARAGE EX. GREASE SHAFT M403S BIKE STORAGE S405S W35P1 W21P2 STORAGE S406S HVAC M406S HVAC M407S R P AA300 2 HVAC M401S AA442 4 AA422 6 AA461 2 AA423 5 386' - 5 3/4" 386' - 5 3/4" STORAGE S408S STORAGE S404S UTILITY U402S STORAGE S401S 1 / AA2.S4.1 2 / AA2.S4.1 2 / AA2.S4.11 / AA2.S4.21 / AA2.S4.21 / AA2.S4.3STORAGE S403S STORAGE S402S ELEC/IDF U404S 1 / A A 2.N 4.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:08 PM LEVEL 4 SOUTH FLOOR PLAN AA2.S4.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 4 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 42 D E F C B 4 AA412 5 AA410 6 AA410 4 AA410 A 1 3 AA412 D1.3.C 402S D2.1.C 401S C1.1.C-A 404S A1.2.C 403S ELEV 3 EL-01S B7.1.C 405S ELEV LOBBY L401S ELEV 4 EL-02S STAIR 3 ST-01S 6' - 0" W35P1 2' - 6"6' - 1 1/4"6' - 4 3/4"5' - 4"8 1/4"9' - 9 3/4"9' - 4"7' - 4 1/4"19' - 4"7' - 1 3/4"RE2 RE1 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02R02 R02 R02 R02 R02 R02 R01 R01 R01 R06 R06 R09 R08 R02 R09 R02 R06 R06 R06 R06 R01 R01 L4ST-01S L401S R07 R03 R02 R02R03 R05 R04 R04 R05 R02 R02 R02 R02 R04 R04 R04 R07 S401S RE1 RE1 RE1 KITCHEN L2 BATH B-B3 BATH B-A3 BATH B-B3 KITCHEN L2 BATH B-A3 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-B2 BATH B-B3 2' - 6"5' - 7 3/4"6' - 10 1/4"8' - 11 1/4"5' - 0"7"11' - 5"9' - 10 1/4"12' - 10 1/2"9' - 4 3/4"R02 R02 R02 R02 R02 R04 R07 R07 R07 BATH NA1 KITCHEN L2-A BATH A-3 10' - 9"16' - 0"10' - 9"12' - 6"32' - 9"13' - 0"12' - 0"2' - 0"8' - 0"8' - 0"11' - 1 3/4"10' - 10 1/4"10' - 9"5' - 5"5' - 4"4' - 0"4' - 0"4' - 0"4' - 0"5' - 10"4' - 11"3' - 7"6' - 8"2' - 3"5' - 10"4' - 11"5' - 6"5' - 4 1/4"5' - 3 3/4"5' - 10"2' - 4"6' - 8"4' - 0"9' - 10 3/4"2' - 1 1/4"4' - 6" 5' - 6" 13' - 8"22' - 8"13' - 8" 7' - 6" 11' - 7 3/4" 2' - 0 1/4" 11' - 4" 11' - 4" 2' - 0 1/4" 11' - 7 3/4" 2' - 2 1/4" 3' - 3 3/4" 6' - 0" 5' - 7 3/4" 2' - 0 1/4"5' - 9" 5' - 7" 5' - 7" 5' - 9" 2' - 0 1/4" 5' - 7 3/4" 6' - 0"2' - 0"12' - 0"11' - 0"10' - 8 3/4"13' - 3 1/4"22' - 0"24' - 3 1/4"11' - 0"11' - 0"13' - 2 1/2"11' - 0 3/4"2' - 3"9' - 9"5' - 6"5' - 6"2' - 5"6' - 9 3/8"5' - 8 3/4"5' - 0"4' - 5"6' - 7 1/4"2' - 3"5' - 6"5' - 6"5' - 6"5' - 6"2' - 3"6' - 7 1/2"4' - 4"5' - 2 3/4"5' - 10"5' - 11 3/4"6' - 2"2' - 4" 10' - 8 1/4" 6' - 8 1/4" 2' - 4" 6' - 2" 11' - 3 3/4" 6' - 0" 14' - 8 1/4" 4' - 8 1/2" 2' - 4"4' - 2"6' - 8 1/4"2' - 4 1/2"10' - 7 1/2" 10' - 3 1/2" 16' - 7" 5' - 0" 10' - 10"2' - 4"5' - 8 3/4"2' - 7 1/2"2' - 4"5' - 3"3' - 9"9' - 9 1/2" 10' - 5 1/2" 10' - 3 3/4" 11' - 5" 8' - 11 1/2" 6' - 0" 12' - 8 3/4" 6' - 4" 2' - 8 3/8" 2' - 4" 11' - 6"2' - 4"9' - 9"5' - 4 1/4"5' - 8 1/2"5' - 11"6' - 2 3/4"10' - 8 1/2" 2' - 4" 6' - 2" 2' - 4" 6' - 8 1/2" 2' - 8" R02 BATH NA1 10' - 0 1/2" 6' - 2" 5' - 0" LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM STORAGE S401SCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETWALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETWALK-IN CLOSET CLOSETCLOSET14' - 5 1/4" 6' - 3 1/2" 11' - 3 1/4" 13' - 0 1/2" 11' - 7 1/2" 2' - 4"3"3' - 4"2' - 1 1/4"4' - 2"6' - 4"4' - 0 3/4"11' - 1 3/4" 6' - 2 1/4" 4' - 0" 10' - 8"6' - 4 1/2"6' - 4 1/2"10' - 4" 2' - 6" 8' - 2"2' - 4"10' - 6"11' - 1 3/4" 6' - 2 1/4" 4' - 0" 3' - 2" 7' - 6"6' - 5 1/4"13' - 2 1/4" 2' - 1" 10' - 6 3/4" 6' - 2" 5' - 2"4' - 2 5/8"12' - 10" AA442 4 CO CO F F FF6' - 10"F F F F F F CO CO CO F FF F F F F F F F SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD 13' - 0"3' - 9 5/8"WW14L1 W10P1 W10P1 W11Q0 W10P0 W10P0 W10P1 W10P1 W21P2 M26L2 W10P1 WW14L1 WW14L1 W25P2 WW14LP1 W10P1 W10P1 WW14L1 WW14L1 W10P0 WW14L1-5 W10P0 WW14L1 WW14L1 W10P1 WW14L1-5 WW14L1-5 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 W10P1 WW14L1 W35P1 W35P1 W35P1 W35Q1 W10P1 W10P1 W35P1 AA422 6 386' - 5 3/4" AA73219 2 / AA2.S4.1GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 3 42 F G H 2 AA412 1 AA412 2 AA411 1 AA411 F.3 J 1 5 AA802 G.3 C1.1.C 406S A1.1.C 408S A2.1.C 410S B2.1.C 411S D3.1.C 409S A2.1.C 407S GREASE SHAFT M403S 6' - 0" W35P1 W35Q1 M26L2 W21P2 M26L2 W21P2 9' - 10 1/2"5' - 9 1/2"5' - 0"9' - 2"6' - 6 1/4"6' - 0 3/4"3' - 1 1/2"6' - 5 1/2"1' - 10"2' - 2"5' - 11 1/2"9' - 0 1/2"2' - 4" 7' - 2" 6' - 6" 9' - 4" 5' - 0" 5' - 9 1/2" 9' - 10 1/2" RE1 RE1 R02 R02 R02 R02 R02 R02 R03 R06 R02 R02 R02 R02 R02 R02 R02 R02 R02 R01 U402S RE1 R03 R03 R05 R05 R05 R05 R04 R06 R06 R06 R04 R07 R04 R04 R04 R02 R02 R02 R02 R02 R02 R10 R03 R06 R07 R05 R07 R07R07 R01 R01 R01 R01 R01 U401S R02 RE1 RE1 RE1 BATH B-B2KITCHEN L2 BATH NA1 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH NA1 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH B-A3 BATH B-A3 5' - 6" 6' - 7 7/8" 2' - 8" 6' - 6 5/8" 11' - 7" 7' - 2 3/4" 8' - 9 3/4"10' - 7"2' - 4"10' - 11 3/4"8' - 1 1/4"10' - 7"2' - 4"10' - 11 3/4"8' - 1 1/4"2' - 4" 2' - 4" 3' - 11 3/4" 6' - 8" 2' - 4" 5' - 5 3/4" 2' - 4"10' - 10 1/4"10' - 2"10' - 11 3/4"6' - 2 1/4"5' - 11 1/2"5' - 7"2' - 4"10' - 2 1/4" 10' - 2 3/4" 2' - 7 3/4" 10' - 4" 10' - 9"2' - 4"11' - 8"11' - 5"7"5' - 0"8' - 11 1/4"9' - 3 1/2"5' - 4"9' - 1 1/2"5' - 1"UTILITY U402S TRASH U401S GARAGE EX. M402S 12' - 0"10' - 8 3/4"11' - 6"12' - 6"11' - 0 1/4"12' - 6"8"7' - 11"4' - 1"8"4' - 10"5' - 2 3/4"5' - 10"5' - 8"2' - 3"6' - 8"3' - 7"5' - 9 1/4"5' - 3"2' - 3"6' - 8"3' - 7"5' - 5"23' - 8"21' - 1"12' - 6" 10' - 9" 5' - 10" 4' - 11 1/2" 6' - 4 1/2" 6' - 6" 5' - 7" 4' - 9" 4' - 11" 5' - 10" 3' - 7" 6' - 8" 2' - 3" 5' - 10" 4' - 11" 4' - 9 5/8"2' - 7"5' - 8 1/2"4' - 0"4' - 0"5' - 8 1/2"2' - 7"W15L1 3' - 0" 9' - 9 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 5' - 2"6' - 1 3/4"10' - 9 1/2" 5' - 0" 6' - 2" 10' - 0 1/2"2' - 4"5' - 11 1/2"2' - 4"5' - 0" LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM6' - 0"15' - 0 1/4"11' - 5 1/2" 10' - 7 3/4" 5' - 4 3/4" W21P26' - 4"4' - 0"2' - 4"4' - 0"4' - 0"6' - 0"CLOSET10' - 1 1/4"6' - 2"3' - 10" 11' - 10" 11' - 10" 3' - 10"10' - 1 1/4"6' - 2"10' - 10 1/2"2' - 4"9' - 3 1/2"2' - 6"AA461 2 W35P1 W15L1 W35P1 W21P2 W21P2 M26L2 W21P2 3' - 0"F F CO CO CO CO CO CO 5' - 10" 5' - 7" F F F F F F F BATH B-B3 12' - 0" 12' - 6 1/2" 3' - 0" CLOSET F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WW14L1 W10P1 W10P1 W10P1 W15L1 W35P1 WW14L1 W10P1 W10P1 W35P1 WW14L1 WW14L1 W10P1 W10P1 W10P0 W15L1 W35P1 WW14L1-5 W21P2 W10P0 WW14L1 W10P0 W10P0 W10P0 W10P1 W10P1 W11Q0 WW14L1-5 W11Q0 WW14L1 W35Q1 W10P0 W10P1 W10P1 W11Q0 W35P1W15L1W35P1 WW14L1 W55Q2 WW14L1 W10P1 W11Q0 W35P1 W10P0 W10P1 1 / AA2.S4.2GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:15 PM LEVEL 4 SOUTH SECTOR PLAN - S1 AA2.S4.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - SOUTH 1A S1 KEY PLAN -UPPER LEVELS 3/16" = 1'-0"2 LEVEL 4 SECTOR PLAN - SOUTH 1B 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) 2' - 0"12' - 0" AA304 25678 9 F G Q S H 10 11 1 AA413 2 AA413 3 AA413 P.4 F.3 J G.3 6 AA411 R P B1.1.C 413S B1.1.C 415S B6.1.C 416S A3.1.C 420S B1.2.C 419S C1.1.C 417S C1.1.C 414S B2.1.C 412S A3.1.C 418S BIKE STORAGE S405S STORAGE S406S 6' - 9 1/2" 9' - 7" 2' - 4" 5' - 0" 10' - 3 1/2" 10' - 3 1/2" 5' - 0" 2' - 4" 9' - 7" 6' - 2 1/2" 7" 4' - 8" 3' - 9 1/4" 7' - 1 3/4" 18' - 5" 3' - 10 1/2" 5' - 0" 7 1/2"2' - 4" 8' - 2" 8' - 2" 2' - 4"7 1/2" 5' - 0" 3' - 10 1/2" 13' - 5" 13' - 8 5/8" RE1 RE1 R02 R02 R02 R02 R03 R02 R02 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02R02 R02 R02 R02 R02 R02 A138 R02 S405S R01 R02 S404S S406S R05 R06R06 R04 R04 R07 R08 R04 R04 R07 R08 R04 R06 R04 R06 R04 R06 R02 R06 R09 R06 R06 R06 R04 R04 R07 R07 R07 R06 R06 R04 R07 R04 R09 R01 R01 R01 R01 R02R02 R07 R02 R07 R02 R01R01S403SS402S RE1 RE1 RE1 RE1 RE1 RE1 RE1 RE1 RE1 BATH B-B2 BATH B-A3 BATH B-A3 KITCHEN L2 BATH NA1 BATH NA1 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-A3 KITCHEN L2 BATH NA1 KITCHEN L1 BATH B-B1 BATH NA1 KITCHEN L2 BATH B-B3 BATH NA1 BATH B-B2 BATH B-B1 KITCHEN L1 BATH B-A3 ?3' - 6"2' - 4"11' - 0"6' - 9 1/2"6' - 10"4' - 2"2' - 4"11' - 10 1/2"6' - 2" 4' - 6" 4' - 2 3/4" 6' - 6"4' - 0 1/8"2' - 4"11' - 0"2' - 4" 7' - 10 1/2" 4' - 0" 6' - 2 1/4"10' - 10 1/4"1 3/4"6' - 0"3' - 10 1/4"11' - 1 3/4"4' - 0" 2' - 4" 4' - 5 1/2" 6' - 1 3/4"5' - 8 1/2"11' - 0 1/4"5' - 6"9' - 9 1/4"5' - 7 1/2"5' - 8 3/4"11' - 7 1/4"2' - 6" 2' - 4" 5' - 3 3/4" 6' - 4 1/2" 4' - 1 1/2" 5' - 6 3/4" 2' - 6 1/2"10' - 4" 2' - 6" 8' - 2" 5' - 3 3/4" 2' - 4" 4' - 1 1/2" 6' - 4 1/2"5' - 8 3/4"11' - 7 1/4"8' - 6 1/4" 7' - 2 3/4" 11' - 5" 6' - 10" 8' - 7 3/4" 5' - 7" 11' - 5" 9' - 8 1/4" 6' - 8"10' - 11 3/4" 10' - 2" 10' - 10 1/4"9' - 9 1/4" 5' - 6" 11' - 0 1/4" 5' - 8 1/2"5' - 7 1/2"6' - 1 3/4" 4' - 5 1/2"2' - 4" 5' - 5 3/4" 2' - 4"10' - 11 3/4" 6' - 0"10' - 7" 2' - 4" 10' - 11 3/4" 8' - 1 1/4"5' - 11 1/2" 5' - 7"10' - 7" 2' - 4" 10' - 11 3/4" 8' - 1 1/4" 6' - 2 1/4" BATH NA1 STORAGE S403S STORAGE S402S GREASE SHAFT M405S CORRIDOR L403S 21' - 6"12' - 6" 10' - 9"16' - 0"10' - 9" 12' - 6"44' - 5 3/4" 10' - 9" 10' - 9"8' - 0" 8' - 0"10' - 9" 10' - 2 1/2" 10' - 9 1/2"10' - 11 1/4" 4' - 11" 4' - 9 5/8" 5' - 11 3/8" 6' - 7 3/8" 3' - 7" 5' - 10" 4' - 11" 4' - 11" 5' - 10" 2' - 3" 6' - 8" 3' - 7"5' - 4" 5' - 5" 2' - 0" 6' - 0" 6' - 0" 2' - 0" 5' - 6" 5' - 3" 3' - 7" 6' - 8" 2' - 3" 5' - 10" 4' - 11" 4' - 10" 5' - 4 1/2" 4' - 11 1/2" 5' - 10" 2' - 3" 6' - 8 3/4" 3' - 9" 5' - 10" 10' - 7 1/4"3' - 9"6' - 8"21' - 3 1/4"13' - 0" 13' - 0"44' - 3"24' - 9"12' - 0"25' - 7 1/4" 14' - 0" 11' - 7 1/4" 4' - 2" 10' - 9 1/4" 10' - 6" 13' - 0" 13' - 0" 10' - 9 1/2" 10' - 2 1/2" 10' - 9 1/2" 12' - 5 1/2" 10' - 9" 14' - 0" 5' - 9 1/4" 5' - 0" 5' - 0" 5' - 6" 2' - 4" 6' - 8" 4' - 0" 4' - 0" 6' - 8" 2' - 4" 5' - 6" 5' - 3 1/2" 3' - 2 1/2" 7' - 0" 7' - 0" 3' - 9 1/2" 3' - 7" 6' - 7 1/2" 2' - 3"5' - 10" 4' - 11" 6' - 10" 7' - 2" 2' - 10" 3' - 2" 3' - 2" 2' - 10" 7' - 2" 6' - 10" 5' - 8 1/4" 5' - 11" 4' - 2"2' - 7"3' - 0" LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING BATH B-B2 11' - 0 1/4"2' - 4"11' - 1 3/4"13' - 6"CLOSET BEDROOM BEDROOM 10' - 10"2' - 4"11' - 2"9' - 10"11' - 0"CLOSETCLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET C LO S E T CLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETBEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM 2' - 4"10' - 10 1/2"2' - 4"9' - 3 1/2"W35P1 W21P2 WW14L2 W21L2 W35P1 W35P1 W35Q1 W35P1 WW14L2 6' - 2 1/2" 9' - 10 1/4" 12' - 0" 5' - 0" 8' - 11 1/4" 6' - 4" 8' - 2 7/8" 3' - 9 1/2" 5' - 4 3/4" 10' - 2 7/8"10' - 8 1/4"7' - 8 1/2"11' - 0" 9' - 10" 11' - 2" STORAGE S404S2' - 4" 10' - 10"6' - 0"6' - 2 1/4"6' - 0"7' - 8 1/2"11' - 0"8' - 7 3/4"10' - 6 1/4"7' - 10"11' - 0"4' - 7 3/4"6' - 4 1/2"6' - 0"4' - 9 7/8"7' - 4" 11' - 0" 2' - 4" 10' - 7" 6' - 1 1/4" 2' - 4" 2' - 4" 5' - 5 3/4" 2' - 4"14' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"6' - 0" 6' - 0"16' - 8 1/4"2' - 4"10' - 11 3/4"16' - 8 1/4"2' - 4"10' - 11 3/4"10' - 8 1/4" 13' - 5" 13' - 8 5/8" 6' - 2 1/4"2' - 4"7' - 8 3/4"R04 10' - 0 1/2" 4' - 3 1/2"2' - 8 3/4" 7' - 3 1/4" 3' - 10" 2' - 0 1/4" F F F F F F F F F F F F F F F F F F F F CO CO CO CO CO CO CO CO CO C O C O CLOSET F F F F F FF F F F F F F F F F F F F F FF F SD SD SD SD SD SD SD SD SD SD SD SDSD SD S DSD S D S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD SD W11Q0 WW14L1-5 W10P1 W11Q0 W15L1 W35P1 W10P0 W10P1 WW14L1-5 WW14L1 W10P1 W10P1 W15L1 W35P1 W10P1 W10P1 W10P1 WW14L2 W35P1 W35Q1 W35P1 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W10P1 WW14L1-5 W35Q1 W10P0 W11Q0 WW14L1-5 WW14L1 WW14L1 W35P1 WW14L1 WW14L1 W35Q1 W35P1 W10P1 W11Q0 WW14L1 W21L2 W35P1 WW14L1 WW14L1-5 W15L1W35Q1 W10P1 WW14L1 W10P1 W10P1 WW14L1 WW14L1-5 W10P1 W10P0 W10P0 W10P1 W10P1 W10P0 WW14L1 WW14L1 WW14L1-5 W10P0 W35P1 W35P1 W10P0 W11Q0 WW14L2 W10P1 W11Q0 W10P1 W10P0 W35Q1 W35P1W35P1W15L1W35P1 WW14L1 W10P0 W15L1 W10P1 W11Q0 W10P0 W35Q1W35P1 W10P0 WW14L1 W35Q1 W10P0 W10P1 2' - 3 5/8" 12' - 6" 16 BIKES 1 ACCESSIBLE2 / AA2.S4.11 / AA2.S4.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:13 PM LEVEL 4 SOUTH SECTOR PLAN - S2 AA2.S4.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - SOUTH S2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) UP AA304 3 17161514 F G Q S 13 H 10 11 5 AA411 P.4 F.3 J T G.3 12 R P B4.1.C 422S B8.1.C 421S A3.1.C 424S A3.1.C 425S C1.3.C 427S D4.1.C 428S STAIR 4 ST-02S D1.2.C 429S C1.4.C 426S C5.1.C 423S BIKE STORAGE S405S STORAGE S406S HVAC M406S HVAC M407S 8' - 2" 2' - 4"7 1/2" 5' - 0" 3' - 10 1/2" 13' - 5" 13' - 8 5/8" 5' - 0" 5' - 0" 9' - 3 1/2" 3' - 10 1/2" 5' - 0" 4" 2' - 4" 8' - 5 1/2" 8' - 2" 2' - 4"7 1/2" 5' - 0" 3' - 10" 6' - 3 3/4" RE1 RE1 R03 R03 R02 R02 R02R03 R02 R02 R02 R02R02 R02 R02 R03 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02R02 R08 R02 R02 RE1 RE1 R02 R02 R02 R02 R02 R02 R02 R02 R02S405S RE2 R01 R01 R01 R02 R03 R02 R02 R02 R02 R02 R02 S406S R06R06 R04 R04 R06 R04 R04 R02 R04 R04 R08 R04 R06 R07 R07 R02 R06 R06 R06 R04 R02 R04 R08 R06 R09 R02 R01 U404S R01 R01 R03 R01 RE1 RE1 RE1 RE1 BATH B-A3 ? BATH B-A3 KITCHEN L2 BATH B-A3 KITCHEN L2 KITCHEN L1 BATH B-B1 BATH B-B1 KITCHEN L1 BATH B-B3 BATH B-A3 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 12' - 10"2' - 4"17' - 10"11' - 3 1/2"2' - 4"11' - 4 1/2"2' - 4"9' - 8"3' - 6" 5' - 10 3/4" 6' - 1 3/4" 6' - 2"6' - 2"2' - 3 1/2"6' - 9"2' - 4"12' - 10"4' - 1"6' - 0"10' - 10 1/2"6' - 0"14' - 8"5' - 10"8' - 0"8' - 0" 3' - 5" 5' - 0 3/4" 9' - 6"6' - 0"6' - 0"9' - 0"R04 2' - 4"6' - 5 3/4"6' - 0"10' - 7 3/8"6' - 4" 4' - 8 7/8"3' - 6"2' - 4"11' - 0"6' - 9 1/2"6' - 10"4' - 2"2' - 4"11' - 10 1/2"6' - 2" 4' - 6" 4' - 2 3/4" 6' - 6" S407S S408S ELEC/IDF U404S STORAGE S408S STORAGE S407S 22' - 3 1/4" 3' - 7" 5' - 8" 2' - 3" 10' - 11 1/4" 11' - 4" 10' - 9" 11' - 0"10' - 11 7/8" 3' - 4 1/2" 5' - 1 7/8" 5' - 10" 2' - 3" 6' - 8" 3' - 7"5' - 3" 5' - 6" 4' - 1" 3' - 11" 3' - 11" 4' - 1" 5' - 6"5' - 3" 3' - 7" 6' - 8" 2' - 3" 5' - 10" 4' - 11" 5' - 2"5' - 10" 3' - 10" 6' - 8" 2' - 6" 11' - 0" 9' - 10" 2' - 2"33' - 0"37' - 0"10' - 0"7' - 10"5' - 0"2' - 4"3' - 8"10' - 2"4' - 0"44' - 9"12' - 6"10' - 9"22' - 0"6' - 0"6' - 0"14' - 3 1/4" 8' - 0"14' - 0"10' - 5"10' - 9"2' - 4"10' - 6"10' - 9" 5' - 7"5' - 2"2' - 4"6' - 0"4' - 6"5' - 6"5' - 3"2' - 3"6' - 8"3' - 7"5' - 4"5' - 5"3' - 11"4' - 1"6' - 10"7' - 2"2' - 10"3' - 2"3' - 2"2' - 10"7' - 2"7' - 1 1/4"3' - 9"6' - 8" 14' - 0" 11' - 7 1/4" 4' - 2"7' - 3"2' - 5"2' - 4"5' - 1 1/2"6' - 3"2' - 4"5' - 5 1/2"5' - 10"7' - 1"2' - 11"2' - 4" 5' - 8" 4' - 0" LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING 7' - 1 1/4"2' - 4"11' - 6 3/4"BATH B-A2 BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM 11' - 0 1/4"2' - 4"11' - 1 3/4"13' - 6"CLOSETCLOSET CLOSET CLOSETCLO SET CLOSET CLO SET CLO SET AA423 5 5' - 9"5' - 4"CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETWALK-IN CLOSET CLOSETWALK-IN CLOSET CLOSET10' - 8 1/4" 11' - 2 1/4" 13' - 5" 13' - 8 5/8" 6' - 2 1/4" 13' - 2"2' - 4"7' - 8 3/4"3' - 8"2' - 4"9' - 9"R04 10' - 0 1/2" 4' - 3 1/2" 5' - 11 3/4"2' - 8 3/4"7' - 3 1/4"3' - 10"16' - 8 1/4"2' - 4"10' - 11 3/4"4' - 5 1/2"6' - 6 1/4"13' - 0 1/4"14' - 0"CLOSET10' - 6" 2' - 4"10' - 6"4' - 0"6' - 2 1/4"7' - 3 3/4"6' - 4 1/2" 5' - 4 3/4" 4' - 3 1/2"8' - 2"2' - 4"17' - 6"9' - 9 1/4"5' - 9"10' - 4 3/4"5' - 11 1/2"2' - 4"6' - 9 1/2"4' - 0"6' - 1"5' - 2"14' - 0" 6' - 4 3/4" 3' - 8 3/4" 6' - 4 1/2" 10' - 4 3/4" 11' - 0"2' - 4"3' - 10 1/4"6' - 4"3' - 9 1/2"6' - 10 1/2"13' - 5"8' - 10"5' - 6" 5' - 0"4' - 1"7' - 1"6' - 6 3/8" 9' - 6 3/4" 12' - 3 3/4"10' - 0"3' - 0 1/2"4' - 6"22' - 0"2' - 4" 6' - 0"6' - 0"6' - 2"6' - 2"6' - 2 3/4"9' - 9 1/4"19' - 4 1/2" 6' - 8 1/2" 9' - 8 1/4" 11' - 5" 4' - 8 3/4" F F F F F F F FF CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F FF FF F F F F F F F CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD WW14L1 WW14L1 W35Q1 W35P1 W10P1 WW14L1 W10P0 W35P1 WW14L1-5 W10P0 WW14L1 W15L1 W35Q1 WW14L1 W35P1 W35Q1 W35P1 WW14L1 WW14L1 W10P0 W10P0 W35P1 W02P0 WW14L1 WW14L1 WW14L1-5 WW14L1 W35P1 W21L2 M26L2 W10P0 WW14L1 W35P1 W10P0 W35Q1 W35P1 W35P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W35P1 W10P1 W15L1 W35Q1 W10P1 WW14L1 W10P1 WW14L1 WW14LP1 W10P1 W10P0 W15L1 W35P1 W10P0 W35P1 W10P1 W35P1 W11Q0 WW14L1 W21L2 M26L2 W35P1 WW14L1 WW14L1-5 W10P1 WW14L1 W10P1WW14L1-5 386' - 5 3/4" 10' - 3 1/2" 5' - 0" 2' - 4" 13' - 10 1/2" 6' - 2 1/2" 9' - 10 1/4" 2' - 4" 2' - 9 1/4" 5' - 0" 5' - 1 1/4" R02 R02 R02 R02R06 R07 BATH NA1 KITCHEN L2 BATH B-B3 6' - 10" 6' - 6 3/8" 2' - 4"11' - 1"9' - 11"10' - 11"10' - 8"4' - 0"5' - 8 3/4"11' - 6 1/4"10' - 6" 2' - 4" 5' - 3 3/4"7' - 11 1/4"2' - 6"10' - 4"W35P1 W10P1 W10P1 W10P1 W10P1 16 BIKES 1 A C C E SSIBLE CLOSET19' - 10"4' - 0" 2' - 4 1/2" W35P1 W10P0 W11Q0 W10P1 W10P1 3' - 7 3/4"1 / AA2.S4.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:27 PM LEVEL 4 SOUTH SECTOR PLAN - S3 AA2.S4.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - SOUTH S3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) DN AA302 2 AA301 1 AA300 3 AA3041 AA304 2 AA304 3 AA304 4 AA303 3 AA303 2 AA303 4 18 17 16 15 14 3 4 5 6 7 8 9 2 D E F G Q S 13 H 10 11 C B 4 AA412 2 AA412 1 AA412 5 AA4106 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 A P.4 F.3 J T 1 1 AA401 2 AA401 2 AA400 G.3 3 AA412 12 R P AA300 2 D2.1.C 501S C1.1.C 504S A1.2.C 503S B7.1.C 505S C1.1.C 506S A1.1.C-A 508S D3.1.C 509S B2.1.C 511S B2.1.C 512S C1.1.C 514S C1.1.C 517S B1.2.C-A 519S B8.1.C 521S C5.1.C 523S C1.4.C 526S D1.2.C 529S D4.1.C 528S C1.3.C 527S A3.1.C 524S B4.1.C 522S A3.1.C 520S B6.1.C 516S B1.1.C 515S B1.1.C 513S A2.1.C 510S A2.1.C 507S TRASH U501S STAIR 3 ST-01S ELEV 4 EL-02S ELEV LOBBY L501S ELEV 3 EL-01S CORRIDOR L502S STAIR 4 ST-02S HVAC M507S GARAGE EX. M502S A3.1.C 518S A3.1.C 525S GREASE SHAFT M503S CORRIDOR L503S BIKE STORAGE S505S ELEC/IDF U504S STORAGE S506SSTORAGE S504S HVAC M506S HVAC M504S HVAC M501S BALCONY B529S BALCONY B526S BALCONY B523S BALCONY B521S BALCONY B519S BALCONY B517S BALCONY B516S BALCONY B518S BALCONY B520S BALCONY B524S BALCONY B527S BALCONY B528S BALCONY B525S BALCONY B514S BALCONY B512S BALCONY B511S BALCONY B509S BALCONY B508S BALCONY B506S BALCONY B515SBALCONY B513S BALCONY B510S BALCONY B507S BALCONY B505S BALCONY B504S BALCONY B503S BALCONY B502S BALCONY B501S GREASE SHAFT M505S UTILITY U502S STORAGE S503S STORAGE S502S STORAGE S501S D1.3.C 502S BALCONY B522S STORAGE S507S STORAGE S508S AA442 4 AA422 6 AA461 2 AA423 5 395' - 7 1/2" 395' - 7 1/2" 2 / AA2.S5.1 1 / AA2.S5.1 1 / AA2.S5.22 / AA2.S5.11 / AA2.S5.31 / AA2.S5.21 / A A 2.N 5.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:39 PM LEVEL 5 SOUTH FLOOR PLAN AA2.S5.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 5 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 42 D E F C B 4 AA412 5 AA410 6 AA410 4 AA410 A 1 3 AA412 RE2 RE1 R01 R01 R01 R01 R01 L501S L5ST-01S R02 R02 R02R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R09 R08 R02 R05 R04 R06 R06 R04 R04 R07 R02 R07 R02 R02 R02 R03 R02 R02 R02 R09 R02 R06 R06 R06R03 R05 R02 R02 R02 R02 R04 R04 R04 R07 S501S RE1 RE1 RE1 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-B2 KITCHEN L2 BATH B-A3 KITCHEN L2 BATH B-B3BATH B-B3 KITCHEN L2 BATH B-A3 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-B3 D2.1.C 501S BALCONY B501S D1.3.C 502S BALCONY B502S A1.2.C 503S BALCONY B503S C1.1.C 504S BALCONY B504S ELEV 3 EL-01S ELEV LOBBY L501S ELEV 4 EL-02S STORAGE S501S STAIR 3 ST-01S B7.1.C 505S BALCONY B505S LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETCO CO F F FF F F F F F F CO CO CO F FF F F F F F F F SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD AA442 4 AA422 6 WALK-IN CLOSET CO CO F F FF F F F F F F CO CO CO F FF F F F F F F F SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD W35P1 WW14L1 W10P1 W10P1 W11Q0 W10P0 W10P0 W10P1 W10P1 W21P2 M26L2 W10P1 WW14L1 WW14L1 W25P2 WW14LP1 W10P1 W10P1 WW14L1 WW14L1 W10P0 WW14L1-5 W10P0 WW14L1 WW14L1 W10P1 WW14L1-5 WW14L1-5 W10P1 W10P1 W10P1 W10L0 W15L1 W35P1 W35Q1 W10P1 W10L0 WW14L1 W35P1 W35P1 W35P1 W35Q1 W10P1 W10P1 W35P1 395' - 7 1/2" AA73219 2' - 5 3/4"10' - 6"11' - 0 3/4" 6' - 2 1/4" 4' - 2 3/4" 3' - 2" 7' - 3 1/4" 9' - 8 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 16' - 2" 5' - 2"8' - 11 1/4"5' - 0"12' - 0"9' - 10 1/4"10' - 4" 2' - 6" 7' - 8 1/2"2 / AA2.S5.1GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 3 42 F G H 2 AA412 1 AA412 2 AA411 1 AA411 F.3 J 1 G.3 AA300 2 RE1 RE1 RE1 R01 U502S R01 R01 R01 R01 R01 U501S R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R03 R03 R05 R05 R05 R05 R04 R02 R02 R04 R04 R02 R02 R02 R02 R02 R02 R02 R06 R06 R06 R04 R07 R04 R02 R02 R02 R02 R02 R02 R10 R03 R06 R07 R05 R07 R07R07 RE1 RE1 RE1 R02 R07 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2KITCHEN L2 BATH NA1 KITCHEN L2-A BATH B-B2 BATH NA1 BATH NA1 KITCHEN L2 BATH B-A3 BATH B-A3 C1.1.C 506S BALCONY B506S A2.1.C 507S A2.1.C 510S BALCONY B510S BALCONY B507S GARAGE EX. M502S UTILITY U502S TRASH U501S A1.1.C-A 508S BALCONY B508S BALCONY B509S D3.1.C 509S B2.1.C 511S BALCONY B511S LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMCLOSETCLOSETCLOSET F F F CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2' - 4" 6' - 2" 10' - 0 1/2" 2' - 2 1/8" 4' - 0" 5' - 9" AA461 2 13' - 5 1/2"4' - 2"6' - 5 1/2"F F F CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W35P1 W35Q1 M26L2 W21P2 M26L2 W21P2 W15L1 W21P2 W35P1 W15L1 W35P1 W21P2 W21P2 M26L2 W21P2 WW14L1 W10P1 W10P1 W10P1 W15L1 W35P1 WW14L1 W10P1 W10P1 W35P1 WW14L1 WW14L1 W10P1 W10P0 W15L1 W35P1 WW14L1-5 W21P2 W10P0 WW14L1 W10P0 W10P0 W10P0 W10P1 W10P1 W11Q0 WW14L1-5 W11Q0 W35P1 WW14L1 W35Q1 W10P0 W10P1 W10P1 W11Q0 W35P1W15L1W35P1 WW14L1 W55Q2 WW14L1 W10P1 W11Q0 W35P1 W10P0 W10P1 1 / AA2.S5.2NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:46 PM LEVEL 5 SOUTH SECTOR PLAN - S1 AA2.S5.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - SOUTH 1A S1 KEY PLAN -UPPER LEVELS 3/16" = 1'-0"2 LEVEL 5 SECTOR PLAN - SOUTH 1B 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 2 5 6 7 8 9 F G Q S 13 H 10 11 1 AA413 2 AA413 3 AA413 P.4 F.3 J G.3 R P RE1 RE1 A138 S505S R01 S504S S506S R01 R01 R01 R01 R01 R01R01 R05 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R06R06R04 R04 R07 R08 R04 R04 R07 R08 R04 R06 R02 R06 R09 R06 R06 R09 R02R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02R02 R02 R02 R02 R02 R04 R06 R04 R06 R07 R07 R07 R02 R07 R02 R02 R02 R02 R02 R02 R06 R06 R04 R07 R04 R06 S503SS502S RE1 RE1 RE1 RE1 RE1 RE1 RE1 RE1 R01 R02 R03 R02 R02 R04 R04 R07 R02 R02 BATH B-A3 BATH B-A3KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 KITCHEN L2 BATH NA1BATH B-A3 BATH NA1 BATH B-B2KITCHEN L2KITCHEN L2BATH B-B2 BATH NA1 BATH B-B2 BATH B-A3 BATH B-A3 BATH NA1 KITCHEN L2 BATH NA1 KITCHEN L2 BATH B-B3 BATH B-B3 KITCHEN L2 BATH NA1 BATH B-B2 BATH NA1 KITCHEN L2-A BATH B-A3 BATH B-A3 BALCONY B510S BALCONY B513S B1.1.C 513S B1.1.C 515S B2.1.C 512S C1.1.C 514S STORAGE S504S STORAGE S502S STORAGE S503S C1.1.C 517S B1.2.C-A 519S GREASE SHAFT M505S BIKE STORAGE S505S STORAGE S506S B4.1.C 522S BALCONY B522S BALCONY B519S BALCONY B517S BALCONY B514S BALCONY B516S BALCONY B518S BALCONY B520S BALCONY B515S LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIV IN G B E D R O O M B E D R O O M B E D R O O M B E D R O O M CLOSET CLOSET BEDROOM BEDROOM BEDROOMCLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET C LO S E T CLOSET CLOSET CLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETBEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM CLOSET F F F F F F F F F F F F F F F F F F F F F CO CO CO CO CO CO CO CO CO C O C O F F F F F FF F F F F F F F F F F F F F FF F SD SD SD SD SD SD SD SD SD SD SD SDSD SD S DSD S D S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD SD 10' - 10 1/4"6' - 1 3/4"3' - 10 1/4"11' - 1 3/4"R04 F F F F F F F F F F F F F F F F F F F F F CO CO CO CO CO CO CO CO CO C O C O F F F F F FF F F F F F F F F F F F F F FF F SD SD SD SD SD SD SD SD SD SD SD SDSD SD S DSD S D S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD SD W35P1 W21P2 WW14L2 W21L2 W35P1 W35P1 W35Q1 W35P1 WW14L2 W11Q0 WW14L1-5 W10P1 W11Q0 W15L1 W35P1 W10P0 W10P1 WW14L1-5 WW14L1 W10P1 W10P1 W15L1 W35P1 W10P1 W10P1 W10P1 WW14L2 W35P1 W35Q1 W35P1 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W10P1 WW14L1-5 W35Q1 W10P0 W11Q0 WW14L1-5 WW14L1 WW14L1 W35P1 WW14L1 WW14L1 W35Q1 W35P1 W10P1 W10P0 W11Q0 WW14L1 W21L2 M26L2 W35P1 WW14L1 WW14L1-5 W15L1W35Q1 W10P1 WW14L1 W10P1 W10P1 WW14L1 WW14L1-5 W10P1 W10P0 W10P0 W10P1 W10P1 W10P0 WW14L1 WW14L1 WW14L1-5 W10P0 W35P1 W35P1 W10P0 W11Q0 WW14L2 W10P1 W11Q0 W10P1 W10P0 W35Q1 W35P1W35P1W15L1W35P1 WW14L1 W10P0 W15L1 W10P1 W11Q0 W10P0 W35Q1W35P1 W10P0 WW14L1 W35Q1 W10P1 16 BIKES 1 ACCESSIBLE2 / AA2.S5.11 / AA2.S5.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:14 PM LEVEL 5 SOUTH SECTOR PLAN - S2 AA2.S5.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - SOUTH S2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) DN AA304 3 17161514 F G Q S 13 H 10 11 P.4 F.3 J T G.3 12 R P R02 R02 R02 R02 R02 R02 RE1 RE1 S505S RE2 R01 R01 R01 S506S R06 R06 R06 R04 R02 R01 U504S R01 R01 R03 R01 R03 R02 R02 R02 R02 R02 R04 R06 R09 R02 R03 R02 R02 R02R03 R02 R02 R02 R02 R02R02 R08 R02 R02 R02 R06R06 R04 R08 R02R03 R02 R02 R02 R02 R02 R04 R04 R06 R04 R04 R02R04 R02R02 R02 R02 R03 R02 R02 R02 R02 R02 R03 R02 R07 R07 R02 R04 R08 R06 RE1 RE1 RE1 RE1 R04 R02 S508S S507S KITCHEN L2 BATH B-B3 BATH NA1 BATH NA1 BATH B-B3KITCHEN L2 BATH B-A3 KITCHEN L2 BATH B-B3KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 KITCHEN L2 BATH B-A3 BATH B-A3 KITCHEN L1 KITCHEN L2-A BATH B-A3 BATH B-A3 KITCHEN L2 BATH B-A3 B1.2.C-A 519S BIKE STORAGE S505S STORAGE S506S B8.1.C 521S ELEC/IDF U504S B4.1.C 522S A3.1.C 524S C5.1.C 523S STORAGE S507S C1.4.C 526S D1.2.C 529S HVAC M507S STAIR 4 ST-02S C1.3.C 527S BALCONY B522S BALCONY B524S BALCONY B525S A3.1.C 525S BALCONY B527S D4.1.C 528S BALCONY B528S BALCONY B529S BALCONY B526SBALCONY B523S BALCONY B521S BALCONY B519S LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM CLOSETCLOSET CLOSET CLOSETCLO SET CLOSET CLO SET CLO SET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETWALK-IN CLOSET CLOSETWALK-IN CLOSET CLOSETCLOSETF F F F F F F FF CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F FF FF F F F F F F F CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R04 AA423 5 F F F F F F F FF CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F FF FF F F F F F F F CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDW35P1 WW14L1 WW14L1 W35Q1 W35P1 W10P1 WW14L1 W10P0 W35P1 WW14L1-5 W10P0 WW14L1 W15L1 W35Q1 WW14L1 W35P1 W35Q1 W35P1 WW14L1 WW14L1 W10P0 W10P0 W35P1 W02P0 WW14L1 WW14L1 WW14L1-5 WW14L1 W35P1 W21L2 M26L2 W10P0 WW14L1 W35P1 W10P0 W35Q1 W35P1 W35P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W35P1 W10P1 W15L1W35Q1 W10P1 WW14L1 W10P1 WW14L1 WW14LP1 W10P1 W10P0 W15L1 W35P1 W10P0 W35P1 W10P1 W35P1 W11Q0 WW14L1 W21L2 M26L2 W35P1 WW14L1 WW14L1-5 W10P1 WW14L1 W10P1WW14L1-5 W10P0 395' - 7 1/2" R01 R04 R02 R02 R02 R02 R06 R07 R04 BATH B-B3 BATH NA1 W35P1 W10P1 W10P1 W10P1 W10P1 W10P0 16 BIKES 1 A C CESSIBLE W35P1 W35P1 W15L1 CLOSETKITCHEN L2 W10P1 W10P1 W35P1 W10P0 W11Q0 W10P1 R02 R01 R02 R031 / AA2.S5.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:09:58 PM LEVEL 5 SOUTH SECTOR PLAN - S3 AA2.S5.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - SOUTH S3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 2 AA300 3 AA3041 AA304 2 AA304 3 AA304 4 AA303 3 AA303 2 AA303 4 18 17 16 15 14 3 4 5 6 7 8 9 2 D E F G Q S 13 H 10 11 C B 4 AA412 2 AA412 1 AA412 5 AA410 6 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 A P.4 F.3 J T 1 1 AA401 2 AA401 2 AA400 G.3 3 AA412 12 R P AA300 2 D1.3.C 602S D2.1.C 601S C1.1.C 604S C1.1.C 606S A1.1.C 608S D3.1.C 609S B2.1.C 611S B2.1.C 612S C1.1.C-A 614S C1.1.C 617S B1.2.C 619S B8.1.C 621S C5.1.C 623S C1.4.C 626S D1.2.C 629S D4.1.C 628S C1.3.C 627S A3.1.C 624S B4.1.C 622S A3.1.C-A 620S B6.1.C 616S B1.1.C 615S B1.1.C 613S A2.1.C 610S A2.1.C 607S B7.1.C 605S A1.2.C 603S STAIR 4 ST-02S TRASH U601S ELEV 3 EL-01S ELEV LOBBY L601S ELEV 4 EL-02S STAIR 3 ST-01S HVAC M607S GARAGE EX. M602S A3.1.C 625S A3.1.C 618S BIKE STORAGE S605S ELEC/IDF U604S STORAGE S606SMETER ROOM U603S HVAC M606S CORRIDOR L602S CORRIDOR L603S HVAC M604S HVAC M601S BALCONY B629S BALCONY B626S BALCONY B623S BALCONY B621S BALCONY B619S BALCONY B617S BALCONY B616S BALCONY 943 BALCONY B620S BALCONY B624S BALCONY B627S BALCONY B628S BALCONY B625S BALCONY B614S BALCONY B612S BALCONY B611S BALCONY B609S BALCONY B608S BALCONY B606S BALCONY B615SBALCONY B613S BALCONY B610S BALCONY B607S BALCONY B605S BALCONY B604S BALCONY B603S BALCONY B602S BALCONY B601S GREASE SHAFT M605S UTILITY U602S GREASE SHAFT M603S STORAGE S603S STORAGE S602S STORAGE S601S BALCONY B622S STORAGE S607S STORAGE S608S AA442 4 AA422 6 AA461 2 AA423 5 404' - 9 1/4" 404' - 9 1/4" 1 / AA2.S6.1 2 / AA2.S6.1 2 / AA2.S6.11 / AA2.S6.21 / AA2.S6.21 / AA2.S6.31 / A A 2.N 6.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:10:09 PM LEVEL 6 SOUTH FLOOR PLAN AA2.S6.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 6 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 42 F G H 2 AA412 1 AA412 2 AA411 1 AA411 F.3 J 1 G.3 AA300 2 RE1 RE1 RE1 R01 U602S R01 R01 R01 R01 R01 U601S R02 R02 R02 R02 R02 R02 R03 R06 R02 R02 R02 R02 R03 R03 R05 R05 R05 R05 R04 R04 R04 R02 R02 R02 R02 R02 R02 R02 R06 R06 R06 R04 R07R04 R02 R02 R02 R02 R02 R02 R10 R03 R06 R07 R05 R07 R07R07 RE1 RE1 RE1 BATH B-A3BATH B-A3 BATH B-B2KITCHEN L2 KITCHEN L2 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH NA1 KITCHEN L2 BATH B-B2 BATH B-B2 C1.1.C 606S BALCONY B606S BALCONY B607S A2.1.C 607S BALCONY B610S A1.1.C 608S BALCONY B608S BALCONY B609S A2.1.C 610S GARAGE EX. M602S TRASH U601S UTILITY U602S D3.1.C 609S HVAC M604S GREASE SHAFT M603S B2.1.C 611S BALCONY B611S LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM CLOSETCLOSET F F CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD AA461 2 W35P1 W35Q1 M26L2 W21P2 M26L2 W21P2 W15L1 W21P2 W35P1 W15L1 W35P1 W21P2 W21P2 M26L2 W21P2 WW14L1 W10P1 W10P1 W10P1 W15L1 W35P1 WW14L1 W10P1 W10P1 W35P1 WW14L1 WW14L1 W10P1 W10P1 W10P0 W15L1 W35P1 WW14L1-5 W21P2 W10P0 WW14L1 W10P0 W10P0 W10P0 W10P1 W10P1 W11Q0 WW14L1-5 W11Q0 WW14L1 W35Q1 W10P0 W10P1 W10P1 W11Q0 W35P1W15L1W35P1 WW14L1 W55Q2 WW14L1 W10P1 W11Q0 W35P1 W10P0 W10P1 1 / AA2.S6.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 3 42 D E F C B 4 AA412 5 AA410 6 AA410 4 AA410 A 1 3 AA412 RE2 RE1 R01 R01 R01 R01 R01 L601S L6ST-01S R02 R02 R02R02 R02 R02 R02 R02R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R09 R08 R02 R05 R04 R06 R06 R04 R04 R07 R02 R07 R02 R02 R02 R03 R02 R02 R02 R09 R02 R06 R06 R06 R03 R05 R02 R02 R02 R02 R04 R04 R04 R07 S601S RE1 RE1 RE1 BATH B-B3 BATH B-B3 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-A3 BATH B-A3 KITCHEN L2KITCHEN L2 BATH B-B3 BATH B-B3 BALCONY B601S D2.1.C 601S D1.3.C 602S BALCONY B602S BALCONY B603SA1.2.C 603S HVAC M601S ELEV 3 EL-01S ELEV LOBBY L601S ELEV 4 EL-02S STAIR 3 ST-01S C1.1.C 604SBALCONY B604S BALCONY B605S B7.1.C 605SSTORAGE S601S2' - 4"10' - 6"11' - 1 3/4" 6' - 2 1/4" 4' - 0" 3' - 4 3/4" 7' - 3 1/4"6' - 5 1/4"9' - 9 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 16' - 2" 5' - 2" LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETCO CO F F FF F F F F F F CO CO CO F FF F F F F F F F SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD WALK-IN CLOSET AA422 6 AA442 4 W35P1 WW14L1 W10P1 W10P1 W11Q0 W10P0 W10P0 W10P1 W10P1 W21P2 M26L2 W10P1 WW14L1 WW14L1 W25P2 WW14LP1 W10P1 W10P1 WW14L1 WW14L1 W10P0 WW14L1-5 W10P0 WW14L1 WW14L1 W10P1 WW14L1-5 WW14L1-5 W10P1 W10P1 W10P1 W15L1 W35P1 W35Q1 W10P1 WW14L1 W35P1 W35P1 W35P1 W35Q1 W10P1 W10P1 W35P1 404' - 9 1/4" AA732198' - 11 1/4"5' - 0"12' - 0"9' - 10 1/4"2' - 6"10' - 4" 2' - 6" 7' - 8 1/2"2 / AA2.S6.1NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:10:16 PM LEVEL 6 SOUTH SECTOR PLAN - S1 AA2.S6.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"2 LEVEL 6 SECTOR PLAN - SOUTH 1B S1 KEY PLAN -UPPER LEVELS 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - SOUTH 1A 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 2 5 6 7 8 9 F G N Q S 13 H 10 11 1 AA413 2 AA413 3 AA413 P.4 F.3 J G.3 R P RE1 RE1 L602S S605S R01 U603S S606S R01 R01 R01 R01 R01 R01R01 R05 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R06R04 R04 R07 R08 R04 R04 R07 R08 R04 R06 R02 R06 R09 R06 R06 R09 R02R02 R02R02 R03 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R04 R06 R06 R04 R04 R07 R07 R07 R07 R02 R02 R02 R02 R02 R02 R06 R06 R04 R07 R04 S603SS602S RE1 RE1 RE1 RE1 RE1 RE1 RE1 RE1 R01 R03 R02 R02 R02 R06 BATH B-A3 BATH B-A3 KITCHEN L2 BATH B-B2 BATH B-A3 KITCHEN L1-A BATH A-1 BATH B-B1 KITCHEN L1 BATH NA1 KITCHEN L2 BATH B-A3 BATH NA1 BATH B-B2 BATH B-B3 KITCHEN L2 BATH NA1 BATH NA1 BATH NA1 KITCHEN L2 BATH B-A3 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH NA1 BATH B-B2 BALCONY B612S B2.1.C 612S B1.1.C 613S BALCONY B613S BALCONY B615S B1.1.C 615S C1.1.C-A 614S BALCONY B614S B6.1.C 616S BALCONY B616S A3.1.C 618S STORAGE S602S STORAGE S603S C1.1.C 617S BALCONY B617S METER ROOM U603S A3.1.C-A 620S BIKE STORAGE S605S STORAGE S606S B1.2.C 619S BALCONY B619S BALCONY B622S BALCONY B620S BALCONY 943 LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING B E D R O O M B E D R O O M B E D R O O M B E D R O O M BEDROOMCLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET C LO S E T CLOSET CLOSET CLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM CLOSET F F F F F F F F F F F F F F F F F F F CO CO CO CO CO CO CO CO CO C O C O F F F F FF F F F F F F F F F F F F F FF F SD SD SD SD SD SD SD SD SD SD SD SDSD SD S DSD S D S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD R04 W21P2 WW14L2 W21L2 W35P1 W35P1 W35Q1 W35P1 WW14L2 WW14L1-5 W10P1 W11Q0 W15L1 W35P1 W10P0 W10P1 WW14L1-5 WW14L1 W15L1 W35P1 WW14L2 W35Q1 W35P1 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W10P1 WW14L1-5 W35Q1 W10P0 W11Q0 WW14L1-5 WW14L1 WW14L1 W35P1 WW14L1 WW14L1 W35Q1 W35P1 W10P1 W11Q0 WW14L1 W21L2 W35P1 WW14L1 WW14L1-5 W15L1W35Q1 W10P1 WW14L1 W10P1 W10P1 WW14L1 WW14L1-5 W10P1 W10P0 W10P0 W10P1 W10P1 W10P0 WW14L1 WW14L1 WW14L1-5 W10P0 W35P1 W35P1 W10P0 W11Q0 WW14L2 W10P1 W11Q0 W10P1 W10P0 W35Q1 W35P1W35P1W15L1W35P1 WW14L1 W10P0 W15L1 W10P1 W11Q0 W10P0 W35Q1W35P1 W10P0 W10P1 R02 R04 R02 R02 R07 R02 R07 R02 R02 BATH NA1 BATH A-3KITCHEN L2-A 13' - 5 3/4" 2' - 3" 10' - 6 3/4" 5' - 8 1/2"6' - 2 1/4"11' - 1 3/4"8' - 2"2' - 6"10' - 4"R07 W10P1 W10P1 W10P1 W35P1 W35P1 W35P1 W10P1 W10P1 W10P1 W10P1 W10P0 14' - 0"13' - 0 1/4"6' - 6 1/4"4' - 5 1/2"16' - 11 3/4"2' - 6"10' - 6 1/4"6' - 0" 4' - 6" 6' - 0" 14' - 0" 3' - 2" 2' - 10" 7' - 2" 6' - 10" 8' - 2" 2' - 4" 7 1/2" 5' - 0" 3' - 10 1/2" 10' - 9" 4' - 11" 5' - 10" 2' - 3" 6' - 8" 3' - 7" 5' - 4" 5' - 5"2' - 0" 6' - 0" 8' - 0" 2' - 4" 10' - 6" 16 BIKES 1 ACCESSIBLE2 / AA2.S6.11 / AA2.S6.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:15 PM LEVEL 6 SOUTH SECTOR PLAN - S2 AA2.S6.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - SOUTH S2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 3 17161514 F G Q S 13 H 10 11 P.4 F.3 J T G.3 12 R P R02 R02 R02 R02 R02 R02 RE1 RE1 S605S RE2 R01 R01 R01 S606S R06 R06 R06 R04 R02 R01 U604S R01 R01 R03 R01 R02 R02 R02 R02 R02 R04 R06 R09 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02R02 R08 R02 R02 R02 R06R06 R04 R08 R02 R03 R02 R02 R02 R02 R02 R04 R04 R06 R04 R04 R02 R04 R02R02 R02 R02 R03 R02 R02 R02 R02 R02 R03 R02 R07 R07 R02 R04 R08 R06 RE1 RE1 RE1 RE1 R04 R02 S608S R03 S607S BATH B-B3 KITCHEN L2 BATH NA1 BATH B-B3KITCHEN L2 BATH NA1 KITCHEN L2 BATH B-B3 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 KITCHEN L2 BATH B-A3 BATH B-A3 KITCHEN L2 BATH B-A3 BATH B-A3 BATH B-A3 KITCHEN L2 BATH B-A3 KITCHEN L1-A BATH B-A2 BIKE STORAGE S605S STORAGE S606S B1.2.C 619S BALCONY B619S B8.1.C 621S BALCONY B621S B4.1.C 622S BALCONY B622S ELEC/IDF U604S C5.1.C 623S BALCONY B623S STORAGE S607S C1.4.C 626S A3.1.C 624S A3.1.C 625S BALCONY B625S BALCONY B624S BALCONY B626S BALCONY B629S D1.2.C 629S STAIR 4 ST-02S STORAGE S608S HVAC M607S D4.1.C 628S BALCONY B628S BALCONY B627S C1.3.C 627S HVAC M606S LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM CLOSETCLOSET CLOSET CLOSETCLO SET CLOSET CLO SET CLO SET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETWALK-IN CLOSET CLOSETWALK-IN CLOSET CLOSETCLOSETF F F F F F F FF CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F FF FF F F F F F F CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R04 A159 AA423 5 W35P1 WW14L1 WW14L1 W35Q1 W35P1 W10P1 WW14L1 W10P0 W35P1 WW14L1-5 W10P0 WW14L1 W15L1 W35Q1 WW14L1 W35P1 W35Q1 WW14L1 WW14L1 W10P0 W10P0 W35P1 W02P0 WW14L1 WW14L1 WW14L1-5 WW14L1 W35P1 W21L2 M26L2 W10P0 WW14L1 W35P1 W10P0 W35Q1 W35P1 W35P1 WW14L1 WW14L1 WW14L1-5 WW14L1-5 W35P1 W10P1 W15L1W35Q1 W10P1 WW14L1 W10P1 WW14L1 WW14LP1 W10P1 W10P0 W15L1 W35P1 W10P0 W35P1 W10P1 W35P1 W11Q0 WW14L1 W21L2 M26L2 W35P1 WW14L1 WW14L1-5 W10P1 WW14L1 W10P1WW14L1-5 W10P0 404' - 9 1/4" R02 R02 R02 R02 R06 R07 BATH NA1 BATH B-B3W35P1 W10P1 W10P1 W10P1 W10P1 16 BIKES 1 A C C E SSIBLE CLOSETW10P0 W10P1 W10P1 W10P0 W11Q0 KITCHEN L2 R01 R02 R04 R04 R03 R02W35P1 W35P1 W15L1 W35P1 W35P11 / AA2.S6.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:10:28 PM LEVEL 6 SOUTH SECTOR PLAN - S3 AA2.S6.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - SOUTH S3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA301 1 AA300 3 AA3041 AA304 2 AA304 3 AA304 4 18 17 16 15 14 3 4 5 6 7 8 9 2 D E F G Q S13 H 10 11 C B D1.3.C 702S D2.1.C 701S C1.1.C 704S C1.1.C 706S A1.1.C 708S D3.1.C 709S B2.1.C 711S B2.1.C 712S C1.1.C 714S C1.1.C 717S B1.2.C 719S B8.1.C 721S C5.1.C 723S A1.2.C 703S A2.1.C 710S B1.1.C 713S B1.1.C 715S B6.1.C 716S A3.1.C 718S B4.1.C 722S A3.1.C 724S 4 AA412 2 AA412 1 AA412 5 AA410 6 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 A P.4 F.3 J T 1 1 AA401 2 AA401 2 AA400 G.3 3 AA412 12 R P AA300 2 C1.4.C 726S D1.2.C 729S D4.1.C 728S C1.3.C 727S STAIR 4 ST-02S HVAC M707S A3.1.C 720S A3.1.C 725S B7.1.C 705S A2.1.C 707S ELEV 3 EL-01S ELEV LOBBY L701S ELEV 4 642 STAIR 3 ST-01S TRASH U701S GARAGE EX. M702S GREASE SHAFT M703S BIKE STORAGE S705S ELEC/IDF U704S STORAGE S706SSTORAGE S704S HVAC M706S CORRIDOR L702S CORRIDOR L703S HVAC M704S HVAC M701S BALCONY B729S BALCONY B726S BALCONY B723S BALCONY B721S BALCONY B719S BALCONY B717S BALCONY B716S BALCONY B718S BALCONY B720S BALCONY B724S BALCONY B727S BALCONY B728S BALCONY N725S BALCONY B714S BALCONY B712S BALCONY B711S BALCONY B709S BALCONY B708S BALCONY B706S BALCONY B715S BALCONY B713SBALCONY B710S BALCONY B707S BALCONY B705S BALCONY B704S BALCONY B703S BALCONY B702S BALCONY B701S GREASE SHAFT M705S UTILITY U702S STORAGE S703S STORAGE S702S ELEV CONTROL E701S BALCONY B722S STORAGE S707S STORAGE S708S AA442 4 AA422 7 AA461 2 AA423 5 413' - 11" 413' - 11" 1 / AA2.S7.1 2 / AA2.S7.1 2 / AA2.S7.11 / AA2.S7.21 / AA2.S7.21 / AA2.S7.31 / A A 2.N 7.0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:10:41 PM LEVEL 7 SOUTH FLOOR PLAN AA2.S7.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 LEVEL 7 SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 42 D E F C B 4 AA412 5 AA410 6 AA410 4 AA410 A 1 3 AA412 D2.1.C 701S C1.1.C 704S A1.2.C 703S RE2 RE1 R01 R01 R01 R01 R01 L7ST-01S L701S R02 R02 R02R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R06 R06 R09 R08 R02 R05 R04 R06 R06 R04 R04 R04 R07 R04 R04 R07 R02 R07 R02 R02 R02 R03 R02 R02 R02 R09 R02 R06 R06 R06 R03 R05 RE1 RE1 RE1 E701S B7.1.C 705S BALCONY B705S BALCONY B703S BALCONY B704S ELEV CONTROL E701S D1.3.C 702S BALCONY B702S HVAC M701S BALCONY B701S BATH B-B3 BATH B-B2 BATH B-B3 KITCHEN L2 BATH NA1 BATH B-B2 KITCHEN L2 BATH NA1 BATH B-A3 KITCHEN L2 KITCHEN L2 BATH B-B3BATH B-B3 BATH B-A3 ELEV 3 EL-01S ELEV LOBBY L701S ELEV 4 642 STAIR 3 ST-01S AA442 4 AA422 7 W35P1 WW14L1 W10P1 W10P1 W11Q0 W10P0 W10P0 W10P1 W10P1 W21P2 M26L2 W10P1 WW14L1 W25P2 WW14LP1 W10P1 W10P1 WW14L1 W10L0 W10P0 WW14L1-5 W10P0 WW14L1 WW14L1 W10P1 WW14L1-5 WW14L1-5 W10P1 W10P1 W10P1 W10L0 W15L1 W35P1 W35Q1 W10P1 W10L0 WW14L1 W35P1 W35P1 W35P1 W35Q1 W10P1 W10P1 W35P1 413' - 11" AA73219 LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETWALK-IN CLOSET CO CO F F FF F F F F F F CO CO CO F FF F F F F F F F SD SD SDSD SD SDSD SD SD SD SD SD SD SD SD SD SD SD SD SD KITCHEN L2 WW14L1 2' - 5 3/4"10' - 6"11' - 3 1/8" 6' - 2 1/4" 4' - 2 3/4" 3' - 2" 7' - 3 1/4" 9' - 8 1/4" 5' - 6" 10' - 6 3/4" 6' - 2" 16' - 2" 5' - 2"8' - 11 1/4"5' - 5 1/4"11' - 6 3/4"9' - 10 1/4"10' - 4" 2' - 6" 7' - 8 1/2"2 / AA2.S7.1GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 3 42 F G H 2 AA412 1 AA412 2 AA411 1 AA411 F.3 J 1 G.3 AA300 2 C1.1.C 706S B2.1.C 711S RE1 RE1 RE1 R01 R01 R01 R01 R01 R01 R02 R02 R02 R02 R02 R02 R03 R06 R02 R02 R02 R02 R03 R03 R05 R05 R05 R05 R04 R04 R04 R02 R02 R04 R04 R02 R02 R02 R02 R02 R02 R02 R06 R06 R06 R04 R07R04 R02 R02 R02 R02 R02 R02 R10 R03 R06 R07 R05 R07 R07R07 U701S U702S RE1 RE1 BALCONY B706S BALCONY B707S BALCONY B710S A2.1.C 707S A2.1.C 710S BALCONY B708S A1.1.C 708S BALCONY B709S D3.1.C 709S GREASE SHAFT M703S GARAGE EX. M702S TRASH U701S UTILITY U702S HVAC M704S BALCONY B711S BATH B-A3BATH B-A3 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH NA1 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH NA1 CORRIDOR L702S AA461 2 W35P1 W35Q1 M26L2 W21P2 M26L2 W21P2 W15L1 W21P2 W35P1 W15L1 W35P1 W21P2 W21P2 M26L2 W21P2 WW14L1 W10P1 W10P1 W10P1 W15L1 W35P1 WW14L1 W10P1 W10P1 W35P1 WW14L1 WW14L1 W10P1 W10P1 W10P0 W15L1 W35P1 WW14L1-5 W21P2 W10P0 WW14L1 W10P0 W10P0 W10P0 W10P1 W10P1 W11Q0 WW14L1-5 W11Q0 W35P1 WW14L1 W35Q1 W10P0 W10P1 W10P1 W11Q0 W35P1W15L1W35P1 WW14L1 W55Q2 WW14L1 W10P1 W11Q0 W35P1 W10P0 W10P1 LIVING LIVING LIVING LIVING LIVING LIVING WALK-IN CLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMCLOSETCLOSETCLOSET F F F CO CO CO CO CO CO F F F F F F F F F F F F F F F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD KITCHEN L3 1 / AA2.S7.2NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:10:48 PM LEVEL 7 SOUTH SECTOR PLAN - S1 AA2.S7.1 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - SOUTH S1 KEY PLAN -UPPER LEVELS 3/16" = 1'-0"2 LEVEL 7 SECTOR PLAN - SOUTH 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 2 5 6 7 8 9 F G Q S 13 H 10 11 1 AA413 2 AA413 3 AA413 P.4 F.3 J G.3 R P B2.1.C 712S RE1 RE1 L702S S705S R01 S704S S706S R01 R01 R01 R01R01R01 R01 R01 R05 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R03 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R06R06R04 R04 R07 R08 R04 R04 R07 R08 R04 R06 R02 R06 R09 R06 R06 R09 R02R02 R02R02 R03 R02 R02 R02 R02 R02 R03 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02 R02R02 R04 R06 R04 R06 R06 R04 R04 R07 R07 R07 R07 R02 R07 R02 R02 R02 R02 R02 R02 R06 R06 R04 R07 R04 RE1 RE1 RE1 RE1 S703SS702S BALCONY B713S BALCONY B715S B1.1.C 715S B1.1.C 713S BALCONY B712S BALCONY B714S C1.1.C 714S BALCONY B716S B6.1.C 716S STORAGE S702S STORAGE S703S STORAGE S704S A3.1.C 718S BALCONY B718S BALCONY B720S A3.1.C 720S BIKE STORAGE S705S STORAGE S706S BALCONY B719S B1.2.C 719SC1.1.C 717S BALCONY B717S BALCONY B722S BATH B-A3 BATH B-A3 BATH B-A3 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 BATH NA1 KITCHEN L2 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH B-A3 BATH B-B2 BATH NA1KITCHEN L2 KITCHEN L2 KITCHEN L2 BATH B-B3 BATH NA1 BATH NA1KITCHEN L2 BATH B-A3 BATH B-B2 BATH NA1 CORRIDOR L703S W21P2 WW14L2 W21L2 W35P1 W35P1 W35Q1 W35P1 WW14L2 WW14L1-5 W10P1 W11Q0 W15L1 W35P1 W10P0 W10P1 WW14L1-5 WW14L1 W10P1 W10P1 W15L1 W35P1 W10P1 W10P1 W10P1 WW14L2 W35P1 W35Q1 W35P1 W10P1 W10P1 W10P1 W10P1 W15L1 W35P1 W10P1 WW14L1-5 W35Q1 W10P0 W11Q0 WW14L1-5 WW14L1 WW14L1 W35P1 WW14L1 W10L0 W35Q1 W35P1 W10P1 W11Q0 WW14L1 W21L2 W35P1 WW14L1 WW14L1-5 W15L1W35Q1 W10P1 WW14L1 W10P1 W10P1 WW14L1 WW14L1-5 W10P1 W10P0 W10P0 W10P1 W10P1 W10P0 W10L0 WW14L1 WW14L1-5 W10P0 W35P1 W35P1 W10P0 W11Q0 WW14L2 W10P1 W11Q0 W10P1 W10P0 W35Q1 W35P1W35P1W15L1W35P1 WW14L1 W10P0 W15L1 W10P1 W11Q0 W10P0 W35Q1W35P1 W10P0 W10P1 LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING B E D R O O M B E D R O O M B E D R O O M B E D R O O M BEDROOMCLOSET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET C LO S E T CLOSET CLOSET CLOSETCLOSETWALK-IN CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETBEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOMBEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM CLOSET F F F F F F F F F F F F F F F F F F F CO CO CO CO CO CO CO CO CO C O C O F F F F FF F F F F F F F F F F F F F FF F SD SD SD SD SD SD SD SD SD SD SD SDSD SD S DSD S D S D S D S D SD SDSD SD SD SD SD SD SD SDSD SD SD R04 16 BIKES 1 ACCESSIBLE2 / AA2.S7.11 / AA2.S7.3GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:29:16 PM LEVEL 7 SOUTH SECTOR PLAN - S2 AA2.S7.2 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - SOUTH S2 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA304 3 17161514 F G Q S 13 H 10 11 P.4 F.3 J T G.3 12 R P B4.1.C 722S RE1 RE1 RE1 S705S R01 R01 R01 S706S R01 U704S R01 R01 R03 R02 R02 R02 R02 R02 R02 R04 R06 R09 R02 R03 R02 R02 R02R03 R02 R02 R02 R02 R02 R02 R08 R02 R02 R02 R06R06 R04 R08 R02 R03 R02 R02 R02 R02 R02 R04 R04 R06 R04 R04 R02R04 R02 R02 R02 R02 R02 R02 R06 R06 R06 R04 R02 R03 R02R02 R02 R02 R03 R02 R02 R02 R02 R02 R03 R02 R07 R07 R02 R04 R08 R06 RE1 RE1 R04 R02 S708S S707S BIKE STORAGE S705S STORAGE S706S HVAC M706S B8.1.C 721S BALCONY B721S BALCONY B719S B1.2.C 719S B4.1.C 722S BALCONY B722S A3.1.C 724S BALCONY B724S BALCONY N725S A3.1.C 725S C1.4.C 726S BALCONY B726S STORAGE S707S ELEC/IDF U704S C5.1.C 723S D1.2.C 729S C1.3.C 727S BALCONY B727S D4.1.C 728S BALCONY B728S HVAC M707S STAIR 4 ST-02S BALCONY B729S BATH NA1 BATH B-B3 KITCHEN L2 BATH B-B3 BATH NA1 KITCHEN L2 KITCHEN L2BATH B-B3 BATH B-A3 KITCHEN L1 BATH B-B1BATH B-B1 KITCHEN L1 KITCHEN L2 BATH B-A3 BATH B-A2KITCHEN L2 BATH B-A3 BATH B-A3 BATH B-A3 BATH B-A3 KITCHEN L1 KITCHEN L2 CORRIDOR L703S STORAGE S708S BALCONY B723S AA423 5 W35P1 WW14L1 W10L0 W35Q1 W35P1 W10P1 WW14L1 W10P0 W35P1 WW14L1-5 W10P0 WW14L1 W35Q1 WW14L1 W35P1 W35Q1 WW14L1 WW14L1 W10P0 W10P0 W35P1 W21L2 WW14L1 WW14L1 WW14L1-5 WW14L1 W35P1 W21L2 M26L2 W10P0 WW14L1 W35P1 W10P0 W35Q1 W35P1 W35P1 W54Q1 WW14L1 W35P1 W35P1 W35P1 W10P1 W15L1W35Q1 W10P1 WW14L1 W10P1 WW14L1 WW14LP1 W10P1 W10P0 W15L1 W35P1 W10P0 W35P1 W10P1 W35P1 W11Q0 WW14L1 W21L2 M26L2 W35P1 WW14L1 WW14L1-5 W10P1 WW14L1 W10P1WW14L1-5 W10P0 413' - 11" LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM BEDROOM CLOSETCLOSET CLOSET CLOSETCLO SET CLOSET CLO SET CLO SET CLOSET CLOSETCLOSET CLOSETCLOSETCLOSET CLOSET CLOSETCLOSETCLOSET CLOSET CLOSET CLOSETCLOSET CLOSETCLOSETWALK-IN CLOSET CLOSETWALK-IN CLOSET CLOSETCLOSETF F F F F F F FF CO CO CO CO COCO CO CO F F F F F F F F F F F F F F F FF FF F F F F F F F CO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD R01 R01 R04 W15L1 W35P1W35P1 R02 R02 R02 R02 R02 R06 R07 BATH NA1 BATH B-B3W35P1 W10P1 W10P1 W10P1 W10P1 W35P1 16 BIKES 1 A C C E SSIBLE CLOSETKITCHEN L2 W35P1 W15L1 W35P1 R02 R01 R02 R03 R04 R04 W10P0 W11Q0 W10P1 W10P1 W10P01 / AA2.S7.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER A117.1-2009 1004.5 AT TYPE A UNITS, ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING SPACES (18" OR 24" MIN. STRIKE CLEARANCE DEPENDING UPON APPROACH AT THE PULL SIDE OF DOOR. APPLICABLE DEPTH FOR GIVEN APPROACH AT TYPE A UNITS). THIS WOULD INCLUDE DOORS IN A SERIES (60" DIAMETER NOT REQUIRED). 3. PER A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 31-3/4" MINIMUM. AT TYPE A UNITS, PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. FOR TYPE B UNITS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 4. PER A117.1-2009 1004.5 ENSURE SWING DOOR THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 5. PER A117.1-2009 1004.5 AT TYPE A UNITS, ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 6. PER A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 7. REFER TO AA550-AA551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 8. SEE AA552-AA555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 9. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 10. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 11. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. NOTE: ALL DIMENSIONS ARE SIMILAR TO DIMENSIONS SHOWN ON L4 U.N.O. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:11:00 PM LEVEL 7 SOUTH SECTOR PLAN - S3 AA2.S7.3 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - SOUTH S3 KEY PLAN -UPPER LEVELS 2' 8"5' 4"10' 8"0' NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA302 2 AA301 1 AA300 3 AA3041 AA304 2 AA304 3 AA304 4 17 16 15 14 3 4 5 6 7 8 9 2 D E F G Q S13 H 10 11 C B 4 AA412 2 AA412 1 AA412 5 AA4106 AA410 4 AA410 1 AA413 2 AA413 3 AA413 2 AA411 1 AA411 A P.4 F.3 J T 1 AA422 8 1 AA401 2 AA401 2 AA400 G.3 3 AA412 R P AA300 2 DASHED LINES OF 2-HR FIRE WALL BELOW 4' CLEAR AROUND FIREWALL PENETRATIONS ARE PROHIBITED 2' - 0"2' - 0"2' - 0"3' - 6"1' - 6"8"3' - 6"1' - 6"1' - 0"1 1/2" / 12"1 1/2" / 12"8"3' - 6"1' - 6"1 1/2" / 12"DASHED LINE OF CORRIDOR WALLS BELOW, TYP. ELEVATOR OVERRUN 1/4" / 12" TYP. 1/4" / 12" TYP.1/4" / 12" TYP.2' - 0"2 ' - 0 " 2 ' - 0 "2' - 0"2 ' - 0 "2' - 0"2 ' - 0 "2' - 0"2' - 0" 2' - 0"2' - 0"ROOF OVERHANG MTL TRELLIS BALCONY CANOPY ROOF OVERHANG STAIR TO ROOF HVAC SHAFT GARAGE EXHAUST TRASH CHUTE CAP PER MFR MECHANICAL SHAFT HVAC SHAFT GREASE SHAFT GREASE SHAFT HVAC SHAFT HVAC SHAFT DASHED LINE OF CORRIDOR WALLS BELOW, TYP. ROOF OVERHANG 1/4" / 12" TYP. 1 1/2" / 12" 3' - 6"1' - 0"1' - 6"1/4" / 12" TYP.1/4" / 12" TYP. BEGINING OF ROOF OVERHANG, TYP.1' - 6"3' - 6"3' - 6" 1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12" 1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1' - 6"1' - 0"1' - 0"3' - 6"1' - 6"1' - 0"3' - 6"1' - 6"1' - 0"1 ' - 6 "3' - 6"3' - 6"1 ' - 6 "3' - 4 95/256"BEGINING OF ROOF OVERHANG, TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1 / 4 " / 1 2 " T YP.1/4" / 12" T Y P .1 / 4 " / 1 2 " T YP. MTL TRELLIS BALCONY CANOPY MTL BALCONY CANOPY TO FRAMING 433' - 11 1/4" GUTTER DOWNSPOUT FROM SHED ROOF TO MAIN ROOF TO FRAMING 429' - 4 3/4" TO FRAMING 424' - 5 1/2" GUTTER DOWNSPOUT FROM SHED ROOF TO MAIN ROOF DOWNSPOUT FROM SHED ROOF TO MAIN ROOF DOWNSPOUT FROM SHED ROOF TO MAIN ROOF DOWNSPOUT FROM SHED ROOF TO MAIN ROOF GUTTER GUTTER 1 AA400 Sim GUTTER GUTTER 10' - 0"12' - 0"CRICKETS 1/4" / 12" SLOPE TYP. CRICKETS 1/4" / 12" SLOPE TYP. CRICKETS 1/4" / 12" SLOPE TYP. 1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" T Y P .1/4" / 12" T Y P .COLLECTOR BOX 1/4" / 12" TYP.SCUPPER AND COLLECTOR BOX COLLECTOR BOX TO FRAMING 424' - 5 1/2" TO FRAMING 425' - 1 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 424' - 5 1/2" TO FRAMING 425' - 1 1/2" SCUPPER AND COLLECTOR BOX SCUPPER AND COLLECTOR BOX TO FRAMING 425' - 1 1/2" AIR HANDLING UNIT MECHANICAL SCREEN 1 AA660 TYP 1 AA660 TYP MECHANICAL SCREEN MECHANICAL SCREEN 1 / A A 2.N R .0GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AA010 AND AA011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AA710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AA700 AND AA701. 8. SEE SHEETS CS042 - CS044 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 12:11:06 PM ROOF LEVEL SOUTH FLOOR PLAN AA2.SR.0 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 ROOF LEVEL SOUTH FLOOR PLAN 5' 4"10' 8"21' 4"0' KEY PLAN -UPPER LEVELS SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" MNQS L 1 AA410 3 AA410 2 AA410 KM.6P.4 LEVEL A-P1 346' -6" 2 AA401 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"70' - 0"R P B2 A1A1 B1C1 B1 C1 C1A1B1A1A1A1A1A1 A2 A2 A2 A2 A2 A2 A2 A2 A2B2 B2 B2 A2C2 C2 C2B2 C3 C3 A1C1 A1A1A1B1 A1C1 A1A1A1A1A1B1 FCP-2 FCL-1 FCP-3FCL-1 BR-1 CONC-01 CONC-01 BR-1 CONC-01 BR-1 FCP-2 BR-1 SOLDIER COURSE BRICK SILL BR-1 SOLDIER COURSE FCL-1 METAL BOLT-ON BALCONY W/ METAL GUARDRAIL METAL PANEL GUARDRAIL, TYP. METAL PANEL GUARDRAIL, TYP. BR-1 BUILT-IN BALCONY W/ METAL GUARDRAIL BUILT-IN CONC. BALCONY W/ METAL GUARDRAIL METAL BOLT-ON BALCONY W/ METAL GUARDRAIL METAL COPINGFCP-2 FCP-1 FCP-1MB-2 C1 C3 B1 B1 C1A1B1 B1 B1 C1A1B1 A1 B1C1 B1 C1A1B1A1A1A1A1A1A1 A1 B1C1 B1 A1B1A1A1A1A1A1B1 A1A1 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" D E F G HCB 4 AA412 2 AA412 1 AA412 A F.3 J 1 AA401 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"G.3 3 AA412 AA731 1 A1 A1 A1A1 B1 B1 B1 B1 B1 A1A1 B1 B1 B1 B1 B1 A1A1 A1 C3C3 A1 C1 B1 A1 A1 A1 A1 A1 D1 C1 C1 C1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1S B1 B1 B1 B1 B1 B1 B1 A1 A1 A1 A1 C1 D1 D1 C1 FCP-2 FCP-2 FCP-3 ACM-2 ACM-2 MB-2FCP-1 BR-1 BR-1MB-2 BR-1 FCL-1 FCP-3FCP-1 FCP-1 FCP-3 ACM-2 METAL COPING METAL BOLT-ON BALCONY W/ METAL GUARDRAIL METAL BOLT-ON BALCONY W/ PANEL FILL RAILING METAL BOLT-ON BALCONY W/ METAL GUARDRAIL ACM-22 / AA300A1 A1 A1 A1 A1 A1 A1 A1 A1A1 A1 A1 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 2 AA411 C5 D2 D2 D2 D2 D2 D2 D2 D2 C5 C5 D2 D2 D2 D2 D2 D2 D2D2 D2 D2 D2D2 C5 C53 / AA3002 / AA301GENERAL NOTES: 1. SEE SHEET A730-A731 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT (+9' - 0") SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:42:50 PM BUILDING ELEVATIONS AA300 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 EXTERIOR ELEVATION - NORTH 3/32" = 1'-0"3 EXTERIOR ELEVATION - SOUTH 3/32" = 1'-0"2 EXTERIOR ELEVATION - SOUTHEAST STREET CORNER EXTERIOR FINISH LEGEND ACM-2 ALUMINUM COMPOSITE MATERIAL - STATUARY BRONZE BR-1 BRICK - EBONY BR-1 BRICK - EBONY CONC-01 CONCRETE - WITH ANTI-GRAFFITI COATING FCP-1 FIBER CEMENT PANEL & LAP - SANDSTONE BEIGE FCP-2 FIBER CEMENT PANEL - GRAY SLATE FCP-3 FIBER CEMENT PANEL - IRON GRAY FCL-1 FIBER CEMENT LAP SIDING - ASPEN RIDGE MB-2 BRAKE METAL - BRONZE SF-1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 4 5 6 7 8 92 10 11 1 AA4111 70' - 0"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"6 AA411 12 FCP-2FCL-1 FCP-2FCP-2 FCL-1 ACM-2 CONC-01 CONC-01 CONC-01 BR-1 BR-1 BR-1 MB-2ACM-2 ACM-2 SF-1, TYP CANOPY-3 TYP. METAL COPING, TYP. CANOPY-2 BR-1 SOLDIER COURSE BR-1 SOLDIER COURSE BRICK SILL LAP SIDING CORNER TRIM METAL BOLT-ON BALCONY W/ METAL GUARDRAIL STEEL CANOPY-1 CANOPY-4, TYP. BR-1BR-1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 C3 C3 C3 C3 A1 A1 A1A1 C3 C3 A1A1 A1 A1 A1 A1A1 A1A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1A1A1 A1 A1 A1 A1 A1 A1 METAL COPING B1 B1 B1 B1 B1 B1 B1 B1 A1 A1 B1 B1 B1 B1 E1 E1 E1E1 E1 E1 E1E1 B1 B1 B1 B1 B1 B1 B1 B1 B1S B1S B1S B1S2 / AA3001 / AA301GENERAL NOTES: 1. SEE SHEET A730-A731 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT (+9' - 0") LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 1918 201716151413 5 AA411 7 AA411 3 AA411 4 AA411 2219.4 2 AA400 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"21 A1 A1 A1A1 A1A1 A1A1 A1A1 C1 C1 C1 C6 A1A1 A1 A1 C3 A1A1 A1 A1 A1A1 A1 A1 A1A1 A1 A1 A1A1 A1 A1 A1S B1S B1S A2 A2 A2 B1S B1S B1S C1 A1 A1 A1 A1 C1 C1 C1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2S A2 C1 C6 C6 C6 C3C3 B1S C3 AA730 13 FCL-1FCP-2FCP-2 FCP-2 FCP-2 FCP-2 FCL-1 FCP-1 BR-1 BR-1FCP-1 BR-1 FCP-3 FCP-3 FCL-1 FCL-1 FCP-3 BR-1 BR-1 FCL-1 BR-1 FCL-1 FCP-2 FCP-3 CANOPY-3, TYP. CANOPY-4, TYP. METAL COPING METAL BOLT-ON BALCONY W/ METAL GUARDRAIL METAL BOLT-ON BALCONY W/ METAL GUARDRAIL BR-1 SOLDIER COURSE BRICK SILL LAP SIDING CORNER TRIM BR-1 SOLDIER COURSE CONC-01 CANOPY-2 B1 B1 B1 A1 A1 A12 / AA301B1S B1S B1S SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:43:02 PM BUILDING ELEVATIONS AA301 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"2 EXTERIOR ELEVATION - EAST 3/32" = 1'-0"1 EXTERIOR ELEVATION - EAST EXTERIOR FINISH LEGEND ACM-2 ALUMINUM COMPOSITE MATERIAL - STATUARY BRONZE BR-1 BRICK - EBONY BR-1 BRICK - EBONY CONC-01 CONCRETE - WITH ANTI-GRAFFITI COATING FCP-1 FIBER CEMENT PANEL & LAP - SANDSTONE BEIGE FCP-2 FIBER CEMENT PANEL - GRAY SLATE FCP-3 FIBER CEMENT PANEL - IRON GRAY FCL-1 FIBER CEMENT LAP SIDING - ASPEN RIDGE MB-2 BRAKE METAL - BRONZE SF-1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 19 1820 17 16 15 14 8 AA411 22 19.4 2 AA400 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"21 METAL COPING METAL COPING A1 A1B1A1 A1B1A1 A1B1A1 A1A1A1B1 A1A1A1B1 A1A1A1B1 A1A1A1B1A1A1 B1 B1 B1 B1 B1 B1 A1 A1 A1 A2 A1 A1 A1 A2 A2 A2A2 A1 A2 A1 A1 A1 B2 B2 A2 B2 B1A1A1B1A1 E2A2 A2 A1A1 A1A1 A1A1 A1 A1 A1 E1 E1 E1 E1 A2 A2 A1A1 A2 A1 A2 A1 A1 C3 B1 C2 C2 C1 C1 C1 METAL BOLT-ON BALCONY W/ METAL GUARDRAIL FCP-3 FCP-1 FCP-2 FCP-1 FCP-2 BR-1BR-1 FCL-1 FCP-1FCP-3 FCL-1 FCP-2FCP-2FCL-1FCP-2 FCL-1 MB-2 BUILT-IN CONC. BALCONY W/ METAL GUARDRAIL BUILT-IN CONC. BALCONY W/ METAL GUARDRAIL METAL PANEL GUARDRAIL, TYP. METAL PANEL GUARDRAIL, TYP. A1 B1A1C1 C1 A1 A1 A1 A1 A1 A1 A1 A1B1 A1A1 A1 B1 A1 A1 B1 A1 E1 2 / AA302LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3456789 2105 AA410 6 AA410 1 LEVEL A-P1 346' -6"9' - 3"10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"8' - 0 1/8"70' - 0"A1 A1 A1 A1 A1 A1 A1 A1 A2 A1 A1 A1 A1 A1 A1 A1 A1 D1 D1 D1 C1C1 C1A1B1A1A1B1 A1B1A1B1 A1B1A1A1B1 A1B1A1A1B1 A1B1 A1B1 A1B1 A1B1 C1 C1 C1 A1 B2 B2A2 A2 A2 B2 A2 A2 A2B2 A2A2 A2 A1 A1 A1 A1 C1 C1 C1 C1 C1 A1A1A1A1 D1 C3 C3 AA731 9 AA731 4 METAL COPING METAL COPING METAL BOLT-ON BALCONY W/ METAL GUARDRAIL METAL BOLT-ON BALCONY W/ METAL GUARDRAIL BUILT-IN CONC. BALCONY W/ METAL GUARDRAIL BUILT-IN CONC. BALCONY W/ METAL GUARDRAIL A1 B1 A1 B1 A1 A1 A1 A1 A1A1 A1 A11 / AA302GENERAL NOTES: 1. SEE SHEET A730-A731 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT (+9' - 0") SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:43:12 PM BUILDING ELEVATIONS AA302 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 EXTERIOR ELEVATION - WEST 3/32" = 1'-0"2 EXTERIOR ELEVATION - WEST EXTERIOR FINISH LEGEND ACM-2 ALUMINUM COMPOSITE MATERIAL - STATUARY BRONZE BR-1 BRICK - EBONY BR-1 BRICK - EBONY CONC-01 CONCRETE - WITH ANTI-GRAFFITI COATING FCP-1 FIBER CEMENT PANEL & LAP - SANDSTONE BEIGE FCP-2 FIBER CEMENT PANEL - GRAY SLATE FCP-3 FIBER CEMENT PANEL - IRON GRAY FCL-1 FIBER CEMENT LAP SIDING - ASPEN RIDGE MB-2 BRAKE METAL - BRONZE SF-1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" N Q SM.6 P.4 2 AA401 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"RP E1 A1 A1 B1 E1 A1 A1 B1 E1 A1 A1 B1 E1 A1 A1 B1 E1 A1 A1 B1 A1B1 C3 A1A1B1 A1A1B1 A1A1B1 A1A1B1B1SB1S B1S B1S B1SB1S B1S B1S B1S B1S LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 19181716151413 19.4 2 AA400 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"E1 B1S B1S B1 E1 B1S B1S E1 B1S B1S E1 B1S B1S A4 E1 B1S B1SA3B1A3A4A3A4A3A4 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 A4 B1 A3 B1 A3 B1 A3 A3 A4A4 A3A3A4A4A4 A3 A4A4 A3A3A4A4A4 A3 A4A4A3A4A4 A3A3A4 A3 A4A3A4A3A4 A3A3A4A4 A3 A3 A33 / AA303A1 A1 A1 A1 A1 LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 6 7 8 9 10 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"A1 A1 B1 A1 A1 A1 B1 A1 A1 B1 B1 A1 A1B1A1 A1 A1 A1C1 A1 A1 B1 B1 A1 A1B1A1C1A1 A1 A1 B1 B1 A1 A1B1A1C1A1 A1 B1 B1 A1 A1B1A1C1 A1C1B1 2 / AA303LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" D ECBA 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"6' - 3 1/8"4' - 2 7/8"70' - 0"C2 C2 A2 A1 A1 A1 A1 A1 A4 A3 A2A2 A2 A1 A1 A1 A1 A4 A4 A4 A4 A3 A3 A3 A3C1 C1 C1 C1 C1 A1 A1 A1 A1 A1 A1 A1 A1 GENERAL NOTES: 1. SEE SHEET A730-A731 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT (+9' - 0") SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:43:24 PM BUILDING ELEVATIONS - COURTYARD ELEVATIONS AA303 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"2 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"3 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"4 EXTERIOR ELEVATIONS - COURTYARD EXTERIOR FINISH LEGEND ACM-2 ALUMINUM COMPOSITE MATERIAL - STATUARY BRONZE BR-1 BRICK - EBONY BR-1 BRICK - EBONY CONC-01 CONCRETE - WITH ANTI-GRAFFITI COATING FCP-1 FIBER CEMENT PANEL & LAP - SANDSTONE BEIGE FCP-2 FIBER CEMENT PANEL - GRAY SLATE FCP-3 FIBER CEMENT PANEL - IRON GRAY FCL-1 FIBER CEMENT LAP SIDING - ASPEN RIDGE MB-2 BRAKE METAL - BRONZE SF-1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" DEF C B4 AA410 AF.3 1 AA401 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"E1 A1 A1B1B1S C1A1B1 C1A1 B1 C1A1 C1 C1A1 A1 A1 A1 A1 B1S B1S B1S B1S E1 A1 A1B1 B1A1B1 E1 A1 A1B1 B1A1B1 E1 A1 A1B1 B1A1B1 E1 A1 A1B1 A1B1A1B1A1 C3 LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 4567891011 1 AA413 2 AA413 3 AA413 9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"8' - 0 1/8"A1A1 B1S B1SE1B1B1A4A4A1A3A4B1A3A1 A4 A4 A4 A4 A4 A3A3 A1 A3 A1 A3 A1 A3 A4 A4 A1 A1A1A4B1 B1S B1SE1B1B1A3A3A3 A4 A4 A1 A1A1A4B1 B1S B1SB1B1A3A3A3 A4 A4 A1 A1A1A4B1 B1S B1SE1B1B1A3A3A3 A4 A4 A1A3 A1A1A1A4B1 B1S B1SE1B1B1A3A3A3 E13 / AA304LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 18 17 16 15 14 13 2 AA400 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"A3A3 B1SA1A1A1B1SA1 A1 A1 A1 A3A3 A3A3 A3A3 A4A4A3 A1A1A1 B1S A3 A4A4 B1S A1A1A1 B1S A3 A4A4 B1S A1A1 B1S A3 A4A4 B1S B1SA3A3A1A1A1B1SA3A4A4A1 A1 2 / AA304LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" QS P.4T 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"R P A1 A1A1 A1B1 A1B1 A1B1 A1 E3 A1A1 E3 A1A1 E3 A1A1 E3 A1 A1 A1 A1 A1 A1 A1A1 GENERAL NOTES: 1. SEE SHEET A730-A731 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT (+9' - 0") SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:43:38 PM BUILDING ELEVATIONS - COURTYARD ELEVATIONS AA304 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/32" = 1'-0"1 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"2 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"3 EXTERIOR ELEVATIONS - COURTYARD 3/32" = 1'-0"4 EXTERIOR ELEVATIONS - COURTYARD EXTERIOR FINISH LEGEND ACM-2 ALUMINUM COMPOSITE MATERIAL - STATUARY BRONZE BR-1 BRICK - EBONY BR-1 BRICK - EBONY CONC-01 CONCRETE - WITH ANTI-GRAFFITI COATING FCP-1 FIBER CEMENT PANEL & LAP - SANDSTONE BEIGE FCP-2 FIBER CEMENT PANEL - GRAY SLATE FCP-3 FIBER CEMENT PANEL - IRON GRAY FCL-1 FIBER CEMENT LAP SIDING - ASPEN RIDGE MB-2 BRAKE METAL - BRONZE SF-1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" D E F G HCBAF.3 J LEVEL A-P1 346' -6"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"G.3 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 CF3 CF3 SFR2 CF2 CF2 CF0 EWFS1 EWFS1 EWFS1 EWFS1 CF3 EWRS1 EWRS1 EWRS1 CF2 CF3 EWRS1 AA610 14 AA610 13 AA610 9 AA610 8 AA610 6 AA610 11 RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CORR. CORR. CORR. CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT ELEV. CONTROL UTILITY UTILITY UTILITY UTILITY UTILITY UTILITY CORR. CORR.GROUND FLOOR UNIT GROUND FLOOR UNIT RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CORR. CORR. CORR. CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT COMMERCIALCORR. PARKING PARKING PARKING AA610 14 AA610 14 AA610 13 AA610 13 AA610 11 SIM. SIM. AA610 1 SIM. AA610 4 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" M N Q SLKM.6 P.4 T LEVEL A-P1 346' -6" RP EWRS1 EWFS1 EWFS1 EWFS1 EWFS1 CF3 SFR2 CF2 EWFS1 EWFS1 EWFS1 CF3 CF3 CF2 CF0 CF3CF3 CF3 CF3 EWRS1 RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT GROUND FLOOR UNIT GROUND FLOOR UNIT PARKING PARKING COMMERCIAL MAINTENANCE STORAGE RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT AA610 14 AA610 13 AA610 13 AA610 11 AA610 1 AA610 4 AA610 3 AA610 4 AA610 3 AA610 9 AA610 8 AA610 1 AA610 6 SIM. SIM. SIM.SIM. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:43:43 PM BUILDING SECTIONS AA400 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/8" = 1'-0"1 N-S BUILDING SECTION AT GRID 8 1/8" = 1'-0"2 N-S BUILDING SECTION AT GRID 15 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 1918 201716151413 2219.4 LEVEL A-P1 346' -6"74' - 3"8' - 1"8' - 0"9' - 2"9' - 2"9' - 2"9' - 3"11' - 0"6' - 3"4' - 3"21 EWRS1 EWRS1 EWFS1 EWFS1 EWFS1 EWFS1 CF3 SFR2 CF0 CF2 CF0CF2 CF0 CF3 WRR1 RESIDENTIAL UNIT GROUND FLOOR UNIT GROUND FLOOR UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT PARKING PARKINGPARKING PARKING PARKING AA610 4 AA610 3 AA610 1 AA610 3 AA610 4 AA610 1 AA610 6 AA610 3 SIM. SIM. SIM. LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 4 5 6 7 8 921 LEVEL A-P1 346' -6"8' - 1"8' - 0"9' - 2"9' - 2"9' - 2"9' - 3"11' - 0"6' - 3"4' - 3"9' - 3"83' - 6"10' - 6"1 5 % 10' - 0"48' - 3"10' - 0" 1 0 % 1 0 % EWFS1 EWFS1 EWFS1 EWFS1 CF3 CF0 CF3 CF2 CF2 CF2 CF2 CF2 EWRS1 1' - 0"7' - 3"1' - 0"4' - 0"LEVEL A-PIT 341' -6" CORR.RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CORR. CORR. CORR. CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT EXIT PASSAGE BASKETBALL UTILITIES PARKING PARKING PARKING PARKING PARKING AA610 14 AA610 13 AA610 4 AA610 3 AA610 11 AA610 1 AA610 14 AA610 13 SIM. SIM. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:07 PM BUILDING SECTIONS AA401 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/8" = 1'-0"2 E-W BUILDING SECTION AT GRID N 1/8" = 1'-0"1 E-W BUILDING SECTION AT GRID F NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" TOP PL A 421' -11 1/8" 22 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"R10 INSUL-04 PERMITER FTG @ CONDITIONED SPACE TYP. AA600 8 SIM AA600 15 22 AA601 8 SIM AA600 8 SIM 22 AA600 15 4 AA601 8 SIM B A AA600 5 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" TOP PL A 421' -11 1/8" B A AA600 3 AA600 4 AA600 1 SIM SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:11 PM WALL SECTIONS AA410 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 WALL SECTION 20 / Q 1/4" = 1'-0"2 WALL SECTION 20 / L 1/4" = 1'-0"3 WALL SECTION 20 / K 1/4" = 1'-0"4 WALL SECTION 4 / B 1/4" = 1'-0"5 WALL SECTION B / 3 1/4" = 1'-0"6 WALL SECTION A / 2 NO. DATE DESCRIPTION AGENDA ITEM #6. c) MAX BUILDING HEIGHT 429' -11 7/8" AA620 1 SIM AA801 2 Sim LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" TOP PL A 421' -11 1/8" J LEVEL A-P1 346' -6"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"LEVEL A-PIT 341' -6" AA601 8 SIM AA600 3 T AA801 2 Sim LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-1 355' -9" J LEVEL A-P1 346' -6" LEVEL A-PIT 341' -6" AA801 2 Sim LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-1 355' -9" K 11' - 0"10' - 6"LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-1 355' -9" R R AA620 1 LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" SR AA600 20 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:16 PM WALL SECTIONS AA411 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"2 WALL SECTION J / 1 1/4" = 1'-0"1 WALL SECTION J / 3 1/4" = 1'-0"5 WALL SECTION T / 13 1/4" = 1'-0"6 WALL SECTION J / 7 1/4" = 1'-0"8 WALL SECTION K / 18 1/4" = 1'-0"7 WALL SECTION R / 17 1/4" = 1'-0"3 WALL SECTION R / 18 1/4" = 1'-0"4 WALL SECTION R / 19 NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" TOP PL A 421' -11 1/8" 1 AA600 5 2 1 AA600 3 AA600 1 SIM LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 1 10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"8' - 0 1/8"AA600 3 AA600 1 SIM AA600 5 2 1 CRS2 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:19 PM WALL SECTIONS AA412 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"4 WALL SECTION 1 / B 1/4" = 1'-0"2 WALL SECTION 1 / G 1/4" = 1'-0"1 WALL SECTION 1 / G.3 1/4" = 1'-0"3 WALL SECTION 1 / E NO. DATE DESCRIPTION AGENDA ITEM #6. c) F.3 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" F.3 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" F.3 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:22 PM WALL SECTIONS AA413 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"2 WALL SECTION F.3 / 7 1/4" = 1'-0"1 WALL SECTION F.3 / 6 1/4" = 1'-0"3 WALL SECTION F.3 / 8 NO. DATE DESCRIPTION AGENDA ITEM #6. c) UPDNUPUPDN UPDNDN3 AA420 2 AA420 20 Q R 8' - 8"7' - 2"LANDING 4' - 10" 9T @ 11" EA 8' - 3" LANDING 5' - 7 1/8" LANDING 4' - 10" 9T @ 11" EA 8' - 3" LANDING 5' - 7 1/8"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"R 4 ' - 0 "MANEUVERING CLEARANCE AT DOOR 1' - 6" 6' - 7" 11" 11" 1' - 0" 1' - 0" M60P0 C00Q3 C00Q3 C00Q3 C00Q3_CI W10P1 H01C0 I03G0 P00B0_FCL1 R 4' - 0"L2ST-02NLEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA420 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 2 AA420Q R 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"18 R @ 6.10" EA9' - 1 3/4"18 R @ 6.15" EA9' - 2 3/4"19 R @ 6.95" EA11' - 0"19 R @ 6.63" EA10' - 6"STAIR 1 ST-02N (9) R(9) R(9) R(9) R(9) R(10) R(9) R(10) RCORRIDOR L302N PARKING P202 PARKING P101 1-HR RATED WOOD STAIR(9) R(9) R(9) R(9) REXIT DISCHARGE GATE, SEE ENLARGED PLAN AND DETAIL 2/AA430 AA430 14 AA430 12 AA430 15 AA430 16 3 AA420 2 AA420 20 Q R R 4' - 0"LANDING 4' - 10" 9T @ 11" EA 8' - 3" LANDING 5' - 7 1/8"7' - 2"8' - 8"LANDING 4' - 10" 9T @ 11" EA 8' - 3" LANDING 5' - 7 1/8"4' - 0 5/8"4' - 0 5/8"MANEUVERING FLOOR CLEARANCE 1' - 6" MANEUVERING FLOOR CLEARANCE R 4' - 0" 6' - 7" 11" 11" FENCE BLOCKING ACCESS TO AREA BELOW STAIRS EXIT DISCHARGE GATE, SEE DETAIL 2/AA430 B00K0_BR1 C00Q3 C00Q3 C00Q3 C00Q3_CI W10P1 F57Q0 I03G0 I03G0 P00B0_FCL1L1ST-02NaL1ST-02Nb3 AA420 2 AA420 20 Q R R 4' - 0"LANDING 4' - 10" 8T @ 11" EA 7' - 4" LANDING 6' - 6"7' - 2"8' - 8" TO FACE OF GWBLANDING 4' - 10" 8T @ 11" EA 7' - 4" LANDING 6' - 6"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"R 4 ' - 0 "1' - 6"MANEUVERING CLEARANCE AT DOOR 11" 6' - 6 7/8"4' - 4" TO CL OF WALL18' - 8 1/8" TO FACE OF GWB 1' - 0" 1' - 0" 11" 11" W25P2 W21P2 W25P2 W25P2 W10P1 W55Q2L3ST-02N 3 AA420 2 AA420 20 Q R R 4' - 0"LANDING 4' - 10" 8T @ 11" EA 7' - 4" LANDING 6' - 6"7' - 2"8' - 8" TO FACE OF GWBSTAIR W4' - 0 5/8"STAIR W4' - 0 5/8"R 4' - 0"MANEUVERING CLEARANCE AT DOOR 6' - 6 7/8"4' - 4" TO CL OF WALL18' - 7 61/64" TO FACE OF GWB W25P2 W21P2 W25P2 W10P1 W25P2 W55Q2 L4ST-02N 3 AA420 2 AA420 20 Q LANDING 4' - 10" 8T @ 11" EA 7' - 4" LANDING 6' - 6"7' - 2"8' - 8" TO FACE OF GWB1' - 0" 1' - 0"STAIR W4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLRR 4' - 0"MANEUVERING CLEARANCE AT DOOR 6' - 6 7/8"4' - 4" TO CL OF WALL18' - 7 61/64" TO FACE OF GWB W25P2 W21P2 W25P2 W10P1 W25P2 W55Q2 W10L0 L7ST-02N SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:28 PM STAIR 1 SECTIONS & ENLARGED PLANS AA420 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 ENLARGED PLAN - STAIR 1 - LEVEL 2 1/4" = 1'-0"2 STAIR 1 SECTION - NORTH/SOUTH 1/4" = 1'-0"3 STAIR 1 SECTION - EAST/WEST 1/4" = 1'-0"4 ENLARGED PLAN - STAIR 1 - LEVEL 1 1/4" = 1'-0"5 ENLARGED PLAN - STAIR 1 - LEVEL 3 1/4" = 1'-0"6 ENLARGED PLAN - STAIR 1 - LEVEL 4-6 1/4" = 1'-0"7 ENLARGED PLAN - STAIR 1 - LEVEL 7 NO. DATE DESCRIPTION AGENDA ITEM #6. c) UPDNUPDNUPDNUPDNDNUPDN 2 AA421 3 AA421 8 C R 4' - 0"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"LANDING 5' - 7 1/2" 9T @ 11" EA 8' - 3" LANDING 4' - 9 1/2"2"10"7' - 10"8' - 8"MANEUVERING CLEARANCE AT DOOR 1' - 6"R 4' - 0"C00Q3 C00Q3 W10P1 C00Q3 C00Q3 I03G0 I03G0 L2ST-01NLEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA421 8 LEVEL A-P1 346' -6"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"18 R @ 6.10" EA9' - 1 3/4"18 R @ 6.15" EA9' - 2 3/4"19 R @ 6.95" EA11' - 0"19 R @ 6.63" EA10' - 6"18 R@ 6.17" EA9' - 3"4' - 6 7/8"4' - 6 7/8"4' - 7 3/8"4' - 7 3/8"5' - 2 1/2"5' - 9 1/2"4' - 11 5/8"(10) R(9) R(9) RB1.3.C 705N B1.3.C 605N B1.3.C 505N B1.3.C 405N B1.3.C 305N UTILITY U201 UTILITY U101 D1.1.C 703N D1.1.C 603N D1.1.C 503N D1.1.C 403N D1.1.C 303N CORRIDOR L210 CORRIDOR L1151-HR RATED WOOD STAIRSTAIR ST-01N AA430 13 AA430 15 AA430 14 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 2 AA421C LEVEL A-P1 346' -6" 2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0" LANDING 6' - 6 1/2" 8T @ 11" EA 7' - 4" LANDING 4' - 9 1/2"8' - 8" TO FACE OF GWBSTAIR W4' - 0 5/8"STAIR W4' - 0 5/8"10"7' - 10"MANEUVERING CLEARANCE AT DOOR 1' - 0"1' - 6"4' - 4" TO CL OF WALL18' - 8" TO FACE OF GWB L3ST-01NW25P2 W25P2 W21P2 W25P2 W10P1 2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0" LANDING 6' - 6 1/2" 8T @ 11" EA 7' - 4" LANDING 4' - 9 1/2"2"10"7' - 10"STAIR W4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLR11" 11"8' - 8" TO FACE OF GWB1' - 0" 1' - 0" 1' - 0" MANEUVERING CLEARANCE AT DOOR 1' - 6"4' - 4" TO CL OF WALL18' - 8" TO FACE OF GWB W25P2 W25P2 W21P2 W25P2 W10P1 L4ST-01N2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0" LANDING 5' - 7 1/2" 9T @ 11" EA 8' - 3" LANDING 4' - 9 1/2"7' - 10"10"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"8' - 8"MANEUVERING CLEARANCE AT DOOR1' - 0"L1ST-01N C00Q3 C00Q3 W10P1 C00Q3 C00Q3 I03G0 I03G0 2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0" LANDING 6' - 6 1/2" 8T @ 11" EA 7' - 4" LANDING 4' - 9 1/2"2"7' - 10"10"8' - 8" TO FACE OF GWB4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLRMANEUVERING CLEARANCE AT DOOR 1' - 6"1' - 0"4' - 4" TO CL OF WALL18' - 8" TO FACE OF GWB W25P2 W25P2 W21P2 W25P2 W10P1 L7ST-01N2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0 " LANDING 6' - 6 1/2" 8T @ 11" EA 7' - 4" LANDING 4' - 9 1/2"2"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"10"7' - 10"8' - 8"LANDING 5' - 7 1/2" 9T @ 11" EA 8' - 3" LANDING 4' - 9 1/2" MANEUVERING CLEARANCE AT DOOR 1' - 6"LP1ST-01NC00R3 C00R3 C00Q3 W10P1 C00R3 I03G0 I03G0 2 AA421 3 AA421 8 C R 4' - 0"R 4' - 0 "STAIR W4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLR8' - 8" TO FACE OF GWB7' - 10"10"LANDING 7' - 5 1/2" 7 T @ 11" EA 6' - 5" LANDING 4' - 9 1/2"2" LANDING 6' - 6 1/2" 8 T @ 11" EA 7' - 4" LANDING 4' - 9 1/2" 2' - 0" MANEUVERING CLEARANCE AT DOOR 4' - 4" TO CL OF WALL18' - 8" TO FACE OF GWB W25P2 W25P2 W25P2 W21P2 W10P1 W10L0 LRST-01NSHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:34 PM STAIR 2 SECTIONS & ENLARGED PLANS AA421 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 ENLARGED PLAN - STAIR 2 - LEVEL 2 1/4" = 1'-0"2 STAIR 2 SECTION - NORTH/SOUTH 1/4" = 1'-0"3 STAIR 2 SECTION - EAST/WEST 1/4" = 1'-0"4 ENLARGED PLAN - STAIR 2 - LEVEL 3 1/4" = 1'-0"5 ENLARGED PLAN - STAIR 2 - LEVEL 4-7 1/4" = 1'-0"6 ENLARGED PLAN - STAIR 2 - LEVEL 01 1/4" = 1'-0"7 ENLARGED PLAN - STAIR 2 - LEVEL 7 1/4" = 1'-0"8 ENLARGED PLAN - STAIR 2 - LEVEL P1 1/4" = 1'-0"9 ENLARGED PLAN - STAIR 2 - ROOF NO. DATE DESCRIPTION AGENDA ITEM #6. c) UPDNUPDN UP DN UPDN DN DN UP 3 AA422 2 AA422 3 E R 4' - 0"R 4' - 0"LANDING4' - 10 1/2"9T @ 11" EA8' - 3"LANDING5' - 6 1/2"1"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 8' - 10" MANEUVERING CLEARANCE AT DOOR 11"L2ST-01S C00Q3 C00R3 C00R3 C00R3 W10P1 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA422 LEVEL A-P1 346' -6" LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 2 AA422E LEVEL A-P1 346' -6"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"(8)R(9)R(9)R(9)R(9)R(9)R(9)R(9)R(9)R(9)R(10)R(9)R(10)R(9)R(9)RSTAIR ST-01S B7.1.C 705S B7.1.C 605S B7.1.C 505S B7.1.C 405S B7.1.C 305S EXIT PASSAGE L211 UTILITIES U103 PARKING P0011-HR RATED WOOD STAIRAA430 13 AA430 15 AA430 14 3 AA422 2 AA422 3 E R 4' - 0 " R 4' - 0"LANDING4' - 10 1/2"9T @ 11" EA8' - 3"LANDING5' - 6 1/2"1"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 8' - 8" MANEUVERING CLEARANCE AT DOOR 1' - 6"1' - 0"1' - 0"11"11"L1ST-01S C00Q3 C00R3 C00R3 C00R3 W10P1 I03G0 I03G0 3 AA422 2 AA422 3 E R 4' - 0 " R 4' - 0"LANDING4' - 10 1/2"9T @ 11" EA8' - 3"LANDING5' - 6 1/2"1"7' - 0"8' - 8" TO FACE OF GWB STAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 5/8" CLR LANDING6' - 5 1/2"8T @ 11" EA7' - 4"LANDING4' - 10 1/2"MANEUVERING CLEARANCE AT DOOR 4' - 4" TO CL OF WALL 18' - 8" TO FACE OF GWBL3ST-01S W21P2 W25P2 W21P2 W25P2 W10P1 3 AA422 2 AA422 3 E R 4' - 0 " R 4' - 0"LANDING4' - 10 1/2"8T @ 11" EA7' - 4"LANDING6' - 5 1/2"1"STAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 5/8" CLR 7' - 0"8' - 8" TO FACE OF GWB MANEUVERING CLEARANCE AT DOOR 4' - 4" TO CL OF WALL 18' - 8" TO FACE OF GWBL4ST-01S W25P2 W21P2 W25P2W10P1 W21P2 3 AA422 2 AA422 3 E R 4' - 0"LANDING4' - 10 1/2"8T @ 11" EA7' - 4"LANDING6' - 5 1/2"1"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 7' - 0"8' - 8" TO FACE OF GWB1' - 6"R 4' - 0"MANEUVERING CLEARANCE AT DOOR 4' - 4" TO CL OF WALL 18' - 8" TO FACE OF GWBW25P2 W21P2 W25P2 W21P2 W10P1 L7ST-01S 3 AA422 2 AA422 3 E R 4' - 0 " R 4' - 0"LANDING4' - 10 1/2"7T @ 11" EA6' - 5"LANDING7' - 4 1/2"1"7' - 0"8' - 8" TO FACE OF GWB STAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 5/8" CLR 2' - 0"MANEUVERING CLEARANCE AT DOOR 4' - 4" TO CL OF WALL 18' - 8" TO FACE OF GWBW25P2 W21P2 W25P2 W21P2 W10P1 W10L0 LRST-01S 3 AA422 2 AA422 3 E R 4' - 0"R 4' - 0"1"LANDING5' - 6 1/2"9T @ 11" EA8' - 3"LANDING4' - 10 1/2"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 8' - 8"LANDING6' - 6 1/2"8T @ 11" EA7' - 4"LANDING4' - 9 1/2"MANEUVERING CLEARANCE AT DOOR 1' - 6"11"11"LP1ST-01S C00R3 C00Q3 C00R3 C00R3 C00R3 W10P1 I03G0 I03G0 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:40 PM STAIR 3 SECTIONS & ENLARGED PLANS AA422 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 ENLARGED PLAN - STAIR 3 - LEVEL 2 1/4" = 1'-0"2 STAIR 3 SECTION - NORTH/SOUTH 1/4" = 1'-0"3 STAIR 3 SECTION - EAST/WEST 1/4" = 1'-0"4 ENLARGED PLAN - STAIR 3 - LEVEL 01 1/4" = 1'-0"5 ENLARGED PLAN - STAIR 3 - LEVEL 3 1/4" = 1'-0"6 ENLARGED PLAN - STAIR 3 - LEVEL 4-6 1/4" = 1'-0"7 ENLARGED PLAN - STAIR 3 - LEVEL 7 1/4" = 1'-0"8 ENLARGED PLAN - STAIR 3 - ROOF 1/4" = 1'-0"9 ENLARGED PLAN - STAIR 3 - LEVEL P1 NO. DATE DESCRIPTION AGENDA ITEM #6. c) DN UP DN UP UPDN UP 3 AA423 7 AA423 15 R R 4' - 0"LANDING4' - 5"8T @ 11" EA7' - 4"LANDING7' - 3"4' - 3 1/8"4' - 3 1/8" 3' - 1" 6' - 0" 9' - 1"8"LANDING4' - 5"8T @ 11" EA7' - 4"LANDING7' - 3"11" MANEUVERING CLEARANCE AT DOOR 11"11"1' - 0"1' - 0"R 4' - 0"L2ST-02SC00Q3 C00Q3 C00Q3 I03G0 I03G0 I03G0 W10P1 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 7 AA423 R 3 AA423 7 AA423 15 R R 4' - 0"R 4 ' - 0 "LANDING6' - 2 1/2"9T @ 11" EA8' - 3"LANDING4' - 3"10"3' - 2 1/2" 6' - 0" 9' - 2 1/2" STAIR W 4' - 4 5/8" CLR STAIR W 4' - 3 1/8" CLR LANDING8' - 0 1/2"7T @ 11" EA6' - 5"LANDING4' - 3"1' - 6"MANEUVERING CLEARANCE AT DOOR4' - 8" TO CL OF WALL 18' - 8 1/2" TO FACE OF GWBL3ST-02S W21P2 W25P2 W21P2 W10P1 C00R3 3 AA423 7 AA423 15 R R 4' - 0" R 4' - 0"10"LANDING4' - 3"7T @ 11" EA6' - 5"LANDING8' - 0" TO FACE OF GWBSTAIR W 4' - 4 5/8" STAIR W 4' - 1 7/8" 9' - 1 1/4" TO FACE OF GWB 3' - 2 1/2" MANEUVERING CLEARANCE AT DOOR 1' - 6"4' - 8" TO CL OF WALL L4ST-02S W25P2W21P2 W10P1 W21P2 W25P2 3 AA423 7 AA423 15 R R 4' - 0"LANDING7' - 3"8T @ 11" EA7' - 4"LANDING4' - 5"8"STAIR W 4' - 3 1/8" CLR STAIR W 4' - 3 1/8" CLR LANDING4' - 5"8T @ 11" EA7' - 4"LANDING7' - 3"6' - 0"3' - 1" 9' - 1" MANEUVERING CLEARANCE AT DOOR 1' - 6"C00Q3 C00Q3 C00Q3 I03G0 I03G0 I03G0 I03G0 I03G0W10P1 L1ST-02S LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA423 15 16 R @ 6.86" EA9' - 1 3/4"16 R @ 6.86" EA9' - 1 3/4"16 R @ 6.86" EA9' - 1 3/4"16 R @ 6.92" EA9' - 2 3/4"19 R @ 6.95" EA11' - 0"18 R @ 7" EA10' - 6"(8)R(8)R(8)R(8)R(8)R(8)R(8)R(8)R(10)R(9)R(9)R(9)RSTAIR 4 ST-02S CORRIDOR L703S CORRIDOR L603S CORRIDOR L503S CORRIDOR L403S CORRIDOR L303S PARKING P201 PARKING P101 CORRIDOR L703S CORRIDOR L603S CORRIDOR L503S CORRIDOR L403S CORRIDOR L303S PARKING P201 PARKING P1011-HR RATED WOOD STAIRAA430 13 AA430 15 AA430 14 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:45 PM STAIR 4 SECTIONS & ENLARGED PLANS AA423 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 ENLARGED PLAN - STAIR 4 - LEVEL 2 1/4" = 1'-0"3 STAIR 4 SECTION - EAST/WEST 1/4" = 1'-0"4 ENLARGED PLAN - STAIR 4 - LEVEL 3 1/4" = 1'-0"5 ENLARGED PLAN - STAIR 4 - LEVEL 4-7 1/4" = 1'-0"6 ENLARGED PLAN - STAIR 4 - LEVEL 1 1/4" = 1'-0"7 STAIR 4 SECTION - NORTH/SOUTH NO. DATE DESCRIPTION AGENDA ITEM #6. c) 2' - 10"2' - 6"1' - 10"8"4 1/4" 45" UNIT WIDTH (FIELD VERIFY) STAIR HANDRAIL SHOP FABRICATED 1-1/4" STD STEEL PIPE WITH ANGLES. WELD ALL CONNECTIONS AND GRIND SMOOTH. SHOP PRIMER, FIELD PAINT, FINISH TO MATCH HANDRAIL. 3/8" DIA PICKETS PROVIDE WALL MOUNTED RAIL SECTION FULL HEIGHT OF THE GATE FOR GATE STOP, MATERIAL AND FINISH TO MATCH HANDRAIL NO LOCK NO LATCH FLAT PLATE GATE STOP, SHOP WELDED TO GATE, PROVIDE ADHESIVE RUBBER BUMPERS ELEVATION PLAN WALL MOUNTED RAIL SECTION FOR GATE STOP FLAT PLATE GATE STOP STAIR HANDRAIL ABOVE LAST RISER SPRING HINGE STEEL ANGLE, SHOP ATTACHED TO GATE. ATTACH TO CONCRETE WALL WITH (3) 5/8" DIA PRE EMBEDDED ANCHOR BOLTS WITH WASHERS. COORDINATE BOLT PLACEMENT TO AVOID REBAR PROVIDE SIGN WITH 2" TEXT, " NOT AN EXIT". SECURE TO GATE FACE AT LANDING ON LEVEL 1 FROM TOP TREAD NOSING 12" MIN 3' - 0"1' - 0"1' - 0"MATCH TREAD DEPTH 3' - 0"MATCH SLOPE OF STAIR SURFACE MOUNT COVER PLATE FIELD PAINT 1X MDF WALL CAP, PAINT FINISH CAP 42" AFF MIN 11/16" X 2-1/2" MDF APRON, PAINT PER INTERIORS 3/4" 1 1/2" DIA HANDRAIL HANDRAIL BRACKET WALL SURFACEVARIES PROVIDE BLOCKING IN FRAMED WALL FOR HANDRAIL BRACKET, MATCH WALL CONSTRUCTION HANDRAIL BRACKET 36" AFF & TREAD NOSING 1 1/2" WALL SURFACE NOTES: WHERE NOT CONTINUOUS BETWEEN FLIGHTS HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR ONE TREAD DEPTH BEYOND THE BOTTOM RISER. R 1 1 /4 "1/4"5'-0"AFF4'-6"AFFSTAIR 1 2 FLOOR L-R6 LEVEL 1 EXIT DISCHARGE STAIR NUMBER 1 GRADE 2 BRAILLE1"18" MINSIGN "A" SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING AT THE INTERIOR OF THE EXIT STAIR ENCLOSURE. THEY SHALL BE LOCATED IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION. SIGN A SIGN B TEXT IS EXAMPLE ONLY. PROVIDE FOR ACTUAL BUILDING SITUATION. ALL TEXT SHALL BE 1" HIGH BLOCK LETTERING WITH 1/4" STROKE AND FLOOR LEVEL DESIGNATION TEXT SHALL BE 5" HIGH BLOCK LETTERING WITH 3/4" STROKE UNLESS NOTED OTHERWISE. BRAILLE FLOOR LEVEL DESIGNATION, PLUS LEVEL AND DIRECTION OF EXIT DISCHARGE, SIGN TO BE MOUNTED SO THAT BASELINE OF BRAILLE CHARACTERS ARE BETWEEN 48" AND 60" AFF STAIR IDENTIFICATION, 1-1/2" TEXT HEIGHT NOTE WHETHER THERE IS ROOF ACCESS FOR FIRE DEPT. AND WHETHER THERE IS A ROOF HATCH FLOOR LEVEL DESIGNATION, 5" TEXT HEIGHT TERMINUS OF THE TOP AND BOTTOM OF STAIR NOTE THE STORY OF AND THE DIRECTION TO THE EXIT DISCHARGE ROOF ACCESS 12" MIN SIGN "B" SHALL BE LOCATED AT EACH FLOOR LEVEL AT THE EXTERIOR OF THE EXIT STAIR ENCLOSURE . THEY SHALL BE LOCATED IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION ON THE WALL NEAREST THE DOOR LATCH TO THE REFERENCED STAIR. CONFORM TO IBC 1023.9 (2) LAYERS 5/8" TYPE X GWB FLOORING PER FINISH SCHEDULE GWB FLUSH WITH FACE OF CONCRETE, FIRECAULK JOINT PT CONC SLAB PER STRUCTURAL 2-HR CONC WALL PER STRUCTURAL WALL ASSEMBLY PER PLAN, EXTEND GWB PAST LANDING TO MAINTAIN FIRE RATING FINISH AS SCHEDULED STAIR STRINGER PER STRUCT, NO ATTACHMENTS TO WALL FRAMING WALL BASE FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL BLOCKING FINISH AS SCHEDULED HANGER PER STRUCTURAL FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL BLOCKING FINISH AS SCHEDULED HANGER PER STRUCTURAL FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL HANGER PER STRUCTURAL FINISH AS SCHEDULED 4" MINPER PLAN7" MAXPER PLAN 11" MIN 1" LSL STRINGER PER STRUCT FLOORING PER FINISH SCHEDULE CONC SLAB PER STRUCTURAL (MIN 5" THICK FOR 2-HR RATING) FINISH AS SCHEDULED LEDGER PER STRUCT PER PLAN 11" MIN 1"4" MINPER PLAN7" MAXLSL STRINGER PER STRUCT FLOORING PER FINISH SCHEDULE PT WOOD BLOCKING, ANCHORED TO SLAB PER STRUCTURAL LEDGER PER STRUCT 3/4" PLYWOOD SHEATHING FINISH AS SCHEDULED WALL ASSEMBLY PER PLAN, EXTEND GWB BEHIND STAIR LANDING TO MAINTAIN FIRE RATING TOPPING SLAB WHERE INDICATED ON PLANS FLOOR ASSEMBLY PER STAIR SECTIONS SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:49 PM STAIR DETAILS AA430 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1" = 1'-0"2 EXIT DISCHARGE GATE AT STAIR 1 1/2" = 1'-0"3 FREESTANDING STAIR RAIL 3" = 1'-0"4 STAIR - GUARD - HALF WALL 3" = 1'-0"5 STAIR - STAIR HANDRAILS 1 1/2" = 1'-0"6 STAIR SIGN DETAIL 3" = 1'-0"7 STAIR/SHAFT FLOOR EDGE AT CONCRETE 1 1/2" = 1'-0"11 STAIR - TYPICAL STRINGER AT SHAFT WALL 1 1/2" = 1'-0"12 WOOD STAIR @ FLOOR LANDING BOTTOM 1 1/2" = 1'-0"13 WOOD STAIR @ INTERMEDIATE WOOD LANDING BOTTOM 1 1/2" = 1'-0"14 WOOD STAIR @ INTERMEDIATE WOOD LANDING TOP 1 1/2" = 1'-0"15 WOOD STAIR AT CONCRETE LANDING 1 1/2" = 1'-0"16 WOOD STAIR AT CONCRETE SLAB 3" = 1'-0"17 WOOD STAIR LANDING NO. DATE DESCRIPTION AGENDA ITEM #6. c) 4 AA440 2 AA440 3 AA440 9 10 C ELEV 1 EL-02N ELEV LOBBY L201NELEV 2 EL-01N A87 A87 C00Q3 C00Q3 C00Q3 I03G0 I03G0 I03G0C00Q3 C00Q3 C00Q3 M26L2 M26L2 M31P1 M31P1 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA440 C LEVEL A-P1 346' -6" LEVEL A-PIT 341' -6"PIT DEPTH5' - 0"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 3 AA440C LEVEL A-P1 346' -6" LEVEL A-PIT 341' -6"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"4 AA440 2 AA440 3 AA440 9 10 C ELEV 1 EL-02N ELEV LOBBY L401N ELEV 2 EL-01N W21P2 W21P2 W25P2 M26L2 W25P2 W25P2 M26L2 W25P2 W21P2 W21P2 A87 4 AA440 2 AA440 3 AA440 9 10 C ELEV 1 EL-02N ELEV LOBBY L101N ELEV 2 EL-01N ELEVATOR TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 C00Q3 C00Q3 C00Q3 M26L2 A87 A87 M26L2 C00Q3 C00Q3 C00Q3 I03G0 I03G0 I03G0 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 4 AA440 2 AA440 9 10 LEVEL A-P1 346' -6" ELEV LOBBY L101N ELEV LOBBY L201N ELEV LOBBY L301N ELEV LOBBY L401N ELEV LOBBY L001N ELEV LOBBY L501N ELEV LOBBY L601N ELEV LOBBY L701N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 2 EL-01N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N ELEV 1 EL-02N CORRIDOR L702N CORRIDOR L602N CORRIDOR L502N HVAC M703N CORRIDOR L302N PARKING P202 PARKING P101 PARKING P001 HVAC M603N HVAC M503N HVAC M403N HVAC M303N LEVEL A-PIT 341' -6" 18"x18"x18" SUMP WITH FLUSH MOUNTED STEEL GRATE COVERPIT DEPTH5' - 0"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"4 AA440 2 AA440 3 AA440 9 10 C ELEV 1 EL-02N ELEV LOBBY L001N ELEV 2 EL-01N C00R3 C00R3 C00Q3 I03G0 C00Q3 I03G0 A87 M26L2C00R3C00R3 C00Q3 I03G0 M26L2 4 AA440 2 AA440 3 AA440 9 10 C 4 AA440 2 AA440 3 AA440 9 10 C 18"x18"x18" SUMP WITH FLUSH MOUNTED STEEL GRATE COVER C00R3 C00R3 C00Q3 C00R3 C00R3 C00Q3 C00Q3 C00R3 7' - 8"9' - 2" AA450 1 AA450 1 PER IBC 2018 3006.2.1 Rated Corridors Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway Opening Protection Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3 and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:44:55 PM ELEVATOR 1+2 SECTIONS & ENLARGED PLANS AA440 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 ENLARGED PLAN - ELEVATORS 1+2 - LEVEL 2 1/4" = 1'-0"2 ELEVATOR 1 SECTION - EAST WEST 1/4" = 1'-0"4 ELEVATOR 2 SECTION - EAST/WEST 1/4" = 1'-0"6 ENLARGED PLAN - ELEVATORS 1+2 - LEVELS 3-7 1/4" = 1'-0"8 ENLARGED PLAN - ELEVATORS 1+2 - LEVEL 1 1/4" = 1'-0"3 ELEVATOR 2 SECTION - NORTH/SOUTH 1/4" = 1'-0"5 ENLARGED PLAN - ELEVATORS 1+2 - LEVEL P1 1/4" = 1'-0"7 ENLARGED PLAN - ELEVATORS 1+2 - ROOF 1/4" = 1'-0"9 ENLARGED PLAN - ELEVATORS 1+2 - LEVEL PIT NO. DATE DESCRIPTION AGENDA ITEM #6. c) 6 AA441 7 AA441 8 AA441 D E C00R3 C00R3 C00R3 M26L2 M26L2 A87 A159 A87 C00R3 C00Q3 C00R3 M65P2 ELEV 3 EL-01S ELEV LOBBY L201S ELEV 4 EL-02S LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" LEVEL A-1 355' -9" MAX BUILDING HEIGHT 429' -11 7/8" BLOCK A GRADE PLANE 359' -11 7/8" TOP PL A 421' -11 1/8" 8 AA441 LEVEL A-P1 346' -6" LEVEL A-PIT 341' -6"8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"6 AA441 7 AA441 DE 6 AA441 7 AA441 8 AA441 D E C00R3 C00R3 C00R3 M26L2 A87 A87M26L2 A87 C00R3 C00Q3 C00R3 I03G0 ELEV 3 EL-01S ELEV LOBBY L101S ELEV 4 EL-02S 6 AA441 7 AA441 8 AA441 D E ELEV 3 EL-01S ELEV LOBBY L401S ELEV 4 EL-02S W25P2 W21P2 M26L2 W25P2 W25P2 W25P2 M26L2 W21P2 W21P2 W25P2 8 AA441 15' - 6 1/8"6 AA441 7 AA441 8 AA441 D E ELEVATOR TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 C00R3 C00R3 C00R3 M26L2 A87 I03G0 I03G0 C00R3 C00R3 C00Q3 C00R3 I03G0 M26L2 ELEV 3 EL-01S ELEV LOBBY L001S ELEV 4 EL-02S 6 AA441 7 AA441 8 AA441 D E SUMP PIT - SIZE PER PLUMBING DWGS AA450 1 C00R3 C00R3 C00R3 C00R3 C00Q3 C00Q3 C00R3 C00Q3 6 AA441 7 AA441 D E PER IBC 2018 3006.2.1 Rated Corridors Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway Opening Protection Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3 and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 3:05:03 PM ELEVATOR 3+4 SECTIONS & ENLARGED PLANS AA441 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"3 ENLARGED PLAN - ELEVATOR 3+4 - LEVEL 2 1/4" = 1'-0"7 ELEVATOR 4 SECTION - NORTH/SOUTH 1/4" = 1'-0"8 ELEVATOR 3+4 SECTION - EAST/WEST 1/4" = 1'-0"5 ENLARGED PLAN - ELEVATOR 3+4 - LEVEL 1 1/4" = 1'-0"4 ENLARGED PLAN - ELEVATOR 3+4 - LEVEL 3-7 1/4" = 1'-0"6 ELEVATOR 3 SECTION - NORTH/SOUTH 1/4" = 1'-0"9 ENLARGED PLAN - ELEVATORS 3+4 - LEVEL P1 1/4" = 1'-0"2 ENLARGED PLAN - ELEVATOR 3+4 - PIT 1/4" = 1'-0"10 ENLARGED PLAN - STAIR 3 - ROOF NO. DATE DESCRIPTION AGENDA ITEM #6. c) MIN. 4 1/2" LADDER RUNG W/ SLIP- RESISTANT TREATMENT, TYP SUPPORT WALL/NEAREST OBSTRUCTION SUMP PIT AA450 6 ELEVATOR PIT MIN. 1' - 4"4' - 0"VERIFY W/ ELEVATOR MFR5' - 0"1' - 0"3 AA450 AA450 7 1-1/2" GALVANIZED STEEL GRATE, FLUSH MOUNTED 1' - 6"1 1/2"1' - 6"1 1/2" SLIDING ELEVATOR HOISTWAY DOOR GROUT METAL THRESHOLD - ALIGN W/ TOP OF FIN. FLR. (PER MANUF) WELD 3/8" THICK PLATE TO IMBED, AS SPECIFIED BY MANUF HOISTWAY 3 5/8"5 3/8"5"4" MAX 3' - 6 3/4" FOF PRODUCT DETAILS FROM MANUFACTURER MAY VARY FROM THIS DETAIL. IN CASE OF CONFLICT, MANUFACTURER'S DETAILS SHALL RULE.5 3/8"3' - 6" ELEVATOR FRAME WIDTH 3 1/2" 3' - 7 1/4" JAMB OPENING WIDTH SEALANT HM FRAME MAG HOLDER 8 AA450 HOISTWAY PRODUCT DETAILS FROM MANUFACTURER MAY VARY FROM THIS DETAIL. IN CASE OF CONFLICT, MANUFACTURER'S DETAILS SHALL RULE. SEALANT HM FRAME 3 1/2"5 3/8" SLIDING ELEVATOR HOISTWAY DOOR GROUT METAL THRESHOLD - ALIGN W/ TOP OF FIN. FLR. (PER MANUF) WELD 3/8" THICK PLATE, AS SPECIFIED BY MANUF SEE STRUCTURAL FOR FRAMING AT EDGE OF FLOOR FLOOR ASSEMBLY PER PLANS 2HR RATED SHAFT WALL PER PLANS, EXTENDING TO UNDERSIDD OF SHEATHING 3/8" THICK PLATE, AS SPECIFIED BY MANUF SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:03 PM ELEVATOR DETAILS AA450 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1 1/2" = 1'-0"3 ELEVATOR LADDER DETAIL 3/4" = 1'-0"1 ELEVATOR PIT DETAIL 1" = 1'-0"6 ELEVATOR SUMP DETAIL 1 1/2" = 1'-0"7 ELEVATOR THRESHOLD DETAIL @ CONCRETE ELEVATOR NOTES: 1. ELEVATORS UNDER SEPARATE PERMIT AND MUST COMPLY WITH APPLICABLE STATE AND LOCAL CODES, INCLUDING CHAPTER 70.87 RCW AND CHAPTER 296-96 WAC. 2. EACH CONVEYANCE REQUIRES A SEPARATE PERMIT WITH DETAILED INSTALLATION PLANS AND SHALL BE INSTALLED BY A WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR. 3. PLANS TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO FABRIATION AND INSTALLATION OF ANY AND ALL ELEVATOR COMPONENTS. 4. PIPES, DUCTS, CONDUITS AND EQUIPMETN NOT USE FOR THE OPERATION OF THE ELEVATORS ARE PROHIBITED IN HOISTWAYS 5. MAINTAIN ALL REQUIRED WORKING CLEARANCES IN CONTROLLER ROOMS. 6. WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUND WATER. SUMP PUMPS MAY BE INSTALLED FOR FLOOD CONTROL BUT NOT APPROVED TO MAINTAIN A DRY PIT 7. PROVIDE PIT LADDER PER CODE 8. PROVIDE VENTILATION AS REQUIRED BY CODE WHERE APPLICABLE. 9. COMPLY WITH APPLICABLE SEISMIC REQUIREMENTS. 10. ELEVATOR CABS TO BE ACCESSIBLE PER 2018 IBC, FHA GUIDELINES AND 2010 ADA. 11. WALL ASSEMBLIES ARE LISTED ON SHEETS AA010 AND AA011. 12. FLOOR AND CEILING ASSEMBLIES ARE LISTED ON SHEET AA020. 13. ROOF CEILING ASSEMBLIES ARE LISTED ON SHEET AA020. 14. FOR WALL FIREPROFFING DETAILS, REFER TO SHEETS AA610, AA611 AND AA612. 3" = 1'-0"16 HOLD-OPEN JAMB AT ELEVATOR 3" = 1'-0"8 HOLD-OPEN HEAD AT ELEVATOR 1 1/2" = 1'-0"12 ELEVATOR THRESHOLD DETAIL @ WOOD NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" 4 AA460 20 8' - 0 1/8"9' - 1 3/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"TRASH & COMPACTOR U207 TRASH U304N TRASH U404N IDF U403N METER ROOM U302N IDF U503N TRASH U504N TRASH U604N TRASH U704N IDF U703N METER ROOM U602N TRASH CHUTE PER MFR AA611 13 AA611 17 AA611 16 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" 3 AA460 M TRASH & COMPACTOR U207 TRASH U304N TRASH U404N TRASH U504N TRASH U604N TRASH U704N GARAGE EX. M706N GARAGE EX. M606N GARAGE EX. M506N GARAGE EX. M406N GARAGE EX. M306N CORRIDOR L302N CORRIDOR L402N CORRIDOR L502N CORRIDOR L602N CORRIDOR L702N AA611 18 AA611 22 4 AA460 3 AA460 W21P2 W21P2 M26L2 W21P2 W21P2 W21L2 W21L2 M26L2 W55Q2 W21P2 W55Q2 PROVIDE 90 MIN. RATED HOPPER DOOR AT TRASH CHUTE OPENING TRASH U304N A172 AA611 8 4 AA460 3 AA460 20 M C00Q3U00Q2 U00Q2 U00Q2 U00Q2 M26L2 M20P2 C00Q3 TRASH COMPACTOR 2' - 5"14' - 8"5' - 6 1/2"10' - 3 1/2" 4"11 1/8" 6' - 4" 4 7/8"7"5' - 3 3/8"11' - 9 5/8"A173 PER IBC 2018 713.13.3 Chute Access Rooms • Access openings for waste or linen chutes shall be located in rooms or compartments enclosed by not less than 1- hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. The room or compartment shall be configured to allow the access door to the room or compartment to close and latch with the access panel to the refuse or laundry chute in any position. • 713.13.4 Chute discharge room. • Waste or linen chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating of the shaft enclosure and constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the discharge room from the remainder of the building shall be protected by opening protectives having a fire-protection rating equal to the protection required for the shaft enclosure. Through penetrations of piping and conduit not necessary for the purpose of the chute discharge room are permitted as long as they are protected in accordance with Section 714 and do not impact the operation of the trash collection system. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. Waste chutes shall not terminate in an incinerator room. Waste and linen rooms that are not provided with chutes need only comply with Table 509. 713.13.7 Chute venting and roof termination.The full diameter of waste and linen chutes shall extend a minimum of 3 feet (0.92 m) above the building roof and be gravity vented in accordance with International Mechanical Code Section 515. Exceptions: 1. Where mechanically ventilated in accordance with International Mechanical Code Section 515 the full diameter of the chute shall extend through the roof a minimum of 3 feet (0.92 m) and terminate at a blast cap. The mechanical exhaust connection shall tap into the side of the blast cap extension above the roof. 2. Where the trash chute does not extend to the upper floor of the building below the roof the trash chute shall be permitted to gravity vent to a sidewall louver termination. The horizontal extension of the trash chute shall be the full diameter of the chute and shall be enclosed in rated construction equal to the rating of the shaft enclosure. Where the chute is mechanically ventilated in accordance with International Mechanical 3. Code Section 515 the blast cap shall terminate behind the louver and the exhaust fan and duct connection will be enclosed in the rated shaft. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:08 PM TRASH CHUTE 1 SECTIONS & ENLARGED PLANS AA460 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"3 TRASH CHUTE 1 SECTION - NORTH/SOUTH 1/4" = 1'-0"4 TRASH CHUTE 1 SECTION - EAST/WEST 1/4" = 1'-0"2 TRASH CHUTE 1 LEVEL 3-7 FLOOR PLAN 1/4" = 1'-0"1 TRASH CHUTE 1 LEVEL 2 FLOOR PLAN NO. DATE DESCRIPTION AGENDA ITEM #6. c) 3 AA461 4 AA461 4 G G.3 TRASH & COMPACTOR U202 GARAGE EX. M202S U00Q2 U00Q2 U00Q2 U00Q2 U00Q2 U00Q2 A173 32' - 4"1' - 0"1' - 8"7' - 4 3/4"3' - 7 1/4"6' - 4"1' - 0"7' - 0"6' - 4"4' - 0"TRASH COMPACTOR 15' - 5"16' - 11" 1' - 0" LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" MAX BUILDING HEIGHT 429' -11 7/8" TOP PL A 421' -11 1/8" 4 AA461 4 TRASH & COMPACTOR U202 TRASH U301S TRASH U401S TRASH U501S TRASH U601S TRASH U701S UTILITY U702S UTILITY U602S UTILITY U502S UTILITY U402S UTILITY U302S 9' - 2 3/4"R-30 MIN. AA611 13 LEVEL A-2 366' -3" LEVEL A-3 377' -3" LEVEL A-4 386' -5 3/4" LEVEL A-5 395' -7 1/2" LEVEL A-6 404' -9 1/4" LEVEL A-7 413' -11" TOP PL A 421' -11 1/8" 3 AA461GG.3 TRASH U701S TRASH U601S TRASH U501S TRASH U401S TRASH U301S TRASH & COMPACTOR U202 CORRIDOR L602S CORRIDOR L502S CORRIDOR L402S CORRIDOR L302S CORRIDOR L702S GARAGE EX. M402S GARAGE EX. M302S GARAGE EX. M202S GARAGE EX. M502S GARAGE EX. M602S GARAGE EX. M702S AA611 17 AA611 16 AA611 18 AA611 22 R-30 MIN. 3 AA461 4 AA461 G.3 W55Q2 W21P2 W21P2 W21P2 M26L2 W21L2 3' - 0 1/2"2' - 8"3' - 4"2' - 4" TRASH U301S PROVIDE 90 MIN. RATED HOPPER DOOR AT TRASH CHUTE OPENING A172 AA611 7 AA611 8 PER IBC 2018 713.13.3 Chute Access Rooms • Access openings for waste or linen chutes shall be located in rooms or compartments enclosed by not less than 1- hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. The room or compartment shall be configured to allow the access door to the room or compartment to close and latch with the access panel to the refuse or laundry chute in any position. • 713.13.4 Chute discharge room. • Waste or linen chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating of the shaft enclosure and constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the discharge room from the remainder of the building shall be protected by opening protectives having a fire-protection rating equal to the protection required for the shaft enclosure. Through penetrations of piping and conduit not necessary for the purpose of the chute discharge room are permitted as long as they are protected in accordance with Section 714 and do not impact the operation of the trash collection system. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. Waste chutes shall not terminate in an incinerator room. Waste and linen rooms that are not provided with chutes need only comply with Table 509. 713.13.7 Chute venting and roof termination.The full diameter of waste and linen chutes shall extend a minimum of 3 feet (0.92 m) above the building roof and be gravity vented in accordance with International Mechanical Code Section 515. Exceptions: 1. Where mechanically ventilated in accordance with International Mechanical Code Section 515 the full diameter of the chute shall extend through the roof a minimum of 3 feet (0.92 m) and terminate at a blast cap. The mechanical exhaust connection shall tap into the side of the blast cap extension above the roof. 2. Where the trash chute does not extend to the upper floor of the building below the roof the trash chute shall be permitted to gravity vent to a sidewall louver termination. The horizontal extension of the trash chute shall be the full diameter of the chute and shall be enclosed in rated construction equal to the rating of the shaft enclosure. Where the chute is mechanically ventilated in accordance with International Mechanical 3. Code Section 515 the blast cap shall terminate behind the louver and the exhaust fan and duct connection will be enclosed in the rated shaft. SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:12 PM TRASH CHUTE 2 SECTIONS & ENLARGED PLANS AA461 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 TRASH CHUTE 2 LEVEL 2 FLOOR PLAN 1/4" = 1'-0"3 TRASH CHUTE 2 SECTION - NORTH/SOUTH 1/4" = 1'-0"4 TRASH CHUTE 2 SECTION - EAST/WEST 1/4" = 1'-0"2 TRASH CHUTE 2 LEVEL 3-7 FLOOR PLAN NO. DATE DESCRIPTION AGENDA ITEM #6. c) CONFIRM BACKSPLASH HEIGHT TO AVOID CUT TILES FILLER STRIP BETWEEN CABINETS AND SOFFIT ABOVE TYPICAL UPPER CABINET LAYOUT: TYPE - A UNITS 1. SPACE CABINETS IN EQUAL DIVISIONS 2. PROVIDE (2) ADJ SHELVES AT EACH CABINET. 3. 12" DEEP CABINETS OF MFR'S STANDARD. 4. BACKSPLASH HEIGHT APPROX 18" AT TYPE B UNITS. VERIFY TO AVOID CUT TILES.APPROX 7'-9" 2' - 10" TYPE A1' - 11" TYPE A3' - 0"A2.TO SINK RIM OR TO COUNTER, WHICHEVER IS HIGHERCONCEAL MICROWAVE VENT IN CABINET TO MATCH CABINET INT 30" TYP TYP18"36"30"15" MINTO SWITCH & OUTLET BOXES46" MAX AFF TORANGE: TYPE - B UNITS RANGE W/ MICROWAVE & CABINET UPPER HOUSING RANGE HOOD. PROVIDE MELAMINE SHROUD IN UPPER CABINET AT DUCT. ICC/ANSI A117.1-2009 SECTION 1004.12.2.3 B. DROP-IN CASEWORK CONCEAL MICROWAVE VENT IN CABINET TO MATCH CABINET INT 30" TYP TO COOKING SURFACE34"30"15" MINTO SWITCH & OUTLET BOXES44" MAX AFF TOADA RANGE: TYPE - A UNITS: CONTROLS ON FRONT PANEL W/ CABINET UPPER HOUSING RANGE HOOD. PROVIDE CASEWORK FOR DROP-IN RANGE. PROVIDE MELAMINE SHROUD IN UPPER CAB AT DUCT. ICC/ANSI A117.1-2009 SECTION 1003.12.5.4 C. RANGE HOOD 7' - 9"18" TYPFULL HT FINISHED PANEL, 24" DEEP 24" DEEP 33" TYP REFRIGERATOR - TYPE B UNITS: TOP FREEZER REFRIGERATOR REFER TO MFR SPEC FOR CLEARANCES21" TYP7' - 9"D. FULL HT FINISHED PANEL, 24" DEEP21" TYP24" DEEP 33" TYP 54" MAX AFFREFRIGERATOR - TYPE A UNITS: TOP FREEZER REFRIGERATOR REFER TO MFR SPEC FOR CLEARANCES. PROVIDE FULL HEIGHT FINISH PANEL AT EXPOSED SIDE. COMBO FRIDGE/FREEZER TO HAVE MIN 50% OF FREEZER STORAGE AT 54" MAX AFF7' - 9"E. PANTRY CABINETS: FULL HEIGHT PANTRY. FRAME AND DOORS BY CASEWORK MFR. ON STUD WALLS TO BE FLUSH W/ ADJACENT CABINETRY. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. PROVIDE 3 ADJUSTABLE FINISHED SHELVES. REFER TO PLANS FOR WIDTH F.7' - 3"NARROW BASE: NO SHELF G. 9" BASE CABINETS: DRAWER AND DOORS. ADJUSTABLE SHELF. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. REFER TO UNIT PLANS. PROVIDE 24" DEEP KITCHEN BASE CAB, TYP UNO H.TRASH DRAWER I. WALL WHERE OCCURS FILLER AS REQ DRAWER BASE: FOUR DRAWERS. PROVIDE FILLER TO WALL TO ALLOW CLEAR OPERATION 4 DWRSJ.DISHWASHER: PROVIDE FINISHED END PANEL WHERE DW LOCATION IS AT END OF COUNTER, TYP K.SINK BASE KITCHEN: DRAWER BLANK AND DOORS. CENTER SINK W/ IN BASE L.TYPE A UNIT - ACCESSIBLE SINK BASE: FIXED SINK SKIRT. REMOVABLE LOWER CABINET. USE W/ ADA SINK NOT DEEPER THAN 6 1/2". FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. IMPORTANT: SINK DRAIN AND GARBAGE DISPOSAL TO ALLOW FOR KNEE CLR PER 30" MIN CLR M. 2 / CS042 TYPE A UNIT ACCESSIBLE WORK SURFACE: 30" COUNTER SPACE AT 34" AFF W/ KNEE CLR PER FINISHED PANELS INSIDE, FINISHED AND PAINTED GWB BEYOND. REMOVABLE LOWER CABINET. PROVIDE FINISHED END PANELS WHEN LOCATED AT END OF COUNTER. FINISH TO CONTINUE UNDER WORK SURFACE 30" MIN CLR N. HOLD WING WALL 6" SHORT FOR FULL FRIDGE DOOR SWING REFRIGERATOR WING WALL: 6"P. FILLER PER INT 30"X48" CLEAR FLOOR SPACE FORWARD APPROACH, NOT OBSTRUCTED BY DOOR IN THE OPEN POSITION 2' - 0" 30"X48" CLEAR FLOOR SPACE, PARALLEL APPROACH, NOT OBSTRUCTED BY DOOR IN THE OPEN POSITION DISHWASHER DOOR, OPEN POSITION TYPE A UNITS, 30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH PARALLEL APPROACH 24" MAX OFFSET TYPE B UNITS, 30"X48" CLEAR FLOOR SPACE PARALLEL OR FORWARD APPROACH 16" 15" 16"x6"x1/4" STL PLATE @ 4' OC, MIN 2 PER INSTANCE. COUNTERSINK WIDTH OF PLATE INTO STUD WALL COUNTERTOP FASTENER (COUNTERSINK) 5/8" GYP BOARD 2x4 STUD WALL (2x6 AT PLUMBING) SECTION PLAN6"16" 15" DEPRESS HATCHED AREA 1/4" INTO STUD WALL TO FLUSH OUT STEEL BRACKET FASTENER (COUNTERSINK) 5/8" GYP BOARD 2x4 STUD WALL (2x6 AT PLUMBING)EDGE OF COUNTERTOP30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH TO OUTLET FACE OF FINISH (CONTR TO VERIFY MATERIAL THICKNESS) IMPORTANT: ALL UNITS ELECTRICAL OUTLETS ON WALLS OVER CABINETS MUST BE 36" FROM CORNER, MIN APPLIANCE PROJECTING BEYOND FACE OF COUNTERTOP (WHERE OCCURS)36" MIN12" MINRELOCATE CL OF OUTLET, 12" MIN FROM FACE OF PROTRUDING APPLIANCE 30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH TO OUTLET IMPORTANT: ALL UNITS ELECTRICAL OUTLETS ON WALLS OVER CABINETS MUST BE 36" FROM CORNER, MIN NONCOMPLIANT CONDITION: APPLIANCE PROTRUDES INTO CLR FLR SPACE SERVING OUTLET LOCATION 36" MIN FROM CORNER12" MIN36" MINIMUMFACE OF FINISH (CONTR TO VERIFY MATERIAL THICKNESS) 30"X48" CLR FLR SPC NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION PARALLEL APPROACH OVEN DOOR, OPEN POSITION 30"X48" CLR FLR SPC NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION FORWARD APPROACH TYPE A & B UNITS, 30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH, CENTERED ON APPLIANCE. OUTSIDE FREEZER DRAWER IN OPEN POSITION. CONFIRM DIMENSION WITH APPLIANCE SPEC PARALLEL APPROACH 24" MAX OFFSET ACCESSIBLE FAUCET WRAP SUPPLY DRAIN AND PIPES WITH INSULATION HATCH SHOWS ALLOWABLE EQUIPMENT AREA REMOVABLE BOTTOM SHELF W/ ATTACHED TOE KICK TO BE REMOVED WHEN WHEEL- CHAIR ACCESSIBILITY IS REQUIRED FINISH FLOOR BELOW CABINET REMOVABLE BASE CABINET AND DOORS COUNTERTOP AND BACKSPLASH PER SPEC KNEE CLEARANCE 9" MIN6" MAX11" MIN27" MINTO CONTROL 17" MAX 8" MIN 34" AFF MAX TO SINKACCESSIBLE SINK6 1/2" MAX30"X48" CLR FLR SPACE PARALLEL APPROACH36" MAX15" MIN24" MAX 30"X48" CLR FLR SPACE FORWARD OR PARALLEL APPROACH W D 30"X48" CLR FLR SPACE PARALLEL APPROACH NOTE: DOORS, LINT SCREENS, DETERGENT & BLEACH COMPARTMENTS, ETC, SHALL MEET OPERABLE PARTS REQUIREMENTS 24" MAX TYPE B -FRONT LOADING TYPE A -FRONT LOADINGTYPE A -FRONT LOADING CONFIRM BACKSPLASH HEIGHT TO AVOID CUT TILES FILLER STRIP BETWEEN CABINETS AND SOFFIT ABOVE TYPICAL UPPER CABINET LAYOUT: TYPE - B UNITS 1. SPACE CABINETS IN EQUAL DIVISIONS 2. PROVIDE (2) ADJ SHELVES AT EACH CABINET. 3. 12" DEEP CABINETS OF MFR'S STANDARD. 4. BACKSPLASH HEIGHT APPROX 18" AT TYPE B UNITS. VERIFY TO AVOID CUT TILES.3' - 0" TYPE B1' - 9" TYPE B3' - 0"APPROX 7'-9"A1.TO SINK RIM OR TO COUNTER, WHICHEVER IS HIGHERSHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 11:19:07 AM TYPICAL UNIT COMPONENTS - KITCHEN AA550 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 19 TYPICAL UNIT KITCHEN COMPONENTS 6 UNIT DISHWASHER CLEARANCES ICC/ANSI A117.1-2009 SECTION 1003.12.5.3 9 UNIT REFRIGERATOR CLEARANCE - TYPE A & B ICC/ANSI A117.1-2009 SECTION 1003.12.5.6 & 1004.12.5.617COUNTERTOP BRACKET 1 TYPICAL UNIT KITCHEN CORNER OUTLETS CLEARANCE FHADM PAGE 5.85TYPICAL UNIT KITCHEN CORNER OUTLETS CLEARANCE - ALT FHADM PAGE 5.8 10 UNIT KITCHEN RANGE CLEARANCE ICC/ANSI A117.1-2009 SECTION 1003.12.5.4-5 & 1004.12.2.3-4 13 UNIT FREEZER DRAWER CLEARANCE - TYPE A & B ICC/ANSI A117.1-2009 SECTION 1003.12.5.6 & 1004.12.5.6 1" = 1'-0"2 KNEE & TOE CLEARANCES18TYPICAL UNIT - LAUNDRY - FRONT LOADING ICC/ANSI A117.1-2009 SECTION 611 & 1004.10 1003 TYPE A UNITS 1003.1 General. Type A units shall comply with Section 1003. 1003.2 Primary entrance. The accessible primary entrance shall be on an accessible route from public and common. The primary entrance shall not be to a bedroom unless it is the only entrance. 1003.3 Accessible route. Accessible routs within Type A units comply with Section 1003.3 1003.3.1 Location. At least one accessible route shall connect all spaces and elements that are a part of the unit. Accessible routes shall coincide with or be located in the same area as general circulation path. Exception:An accessible route is not required to unfinished attics and unfinished basements that are part of the unit. 1003.3.2 Turning space. All rooms served by an accessible route shall provide a turning space complying with Section 304. Exception: 1. A turning space is not required in toilet rooms and bathrooms that are not required to comply with Section 1003.11.2. 2. A turning space is not required within closets or pantries that are 48 inches (1220 mm) maximum in depth. NO. DATE DESCRIPTION AGENDA ITEM #6. c) PROVIDE BLOCKING FOR FUTURE GRAB BARS NOTES: 1. IN A TYPE "B" UNIT, WHERE FIXTURES ARE LOCATED ON BOTH SIDES OF THE WATER CLOSET, A SWING-UP GRAB BAR SHALL BE PERMITTED. THE SWING-UP BAR SHALL BE INSTALLED ON THE SIDE OF THE WATER CLOSET WITH 18" CLEARANCE. 2. TOWEL BARS AND OTHER COMPONENTS WHICH OBSTRUCT GRAB BAR REPLACEMENT; SWING UP/DROP DOWN GRAB BARS MAY ONLY BE PROVIDED ON SIDE OF TOILET OPPOSITE TO APPROACH.28" MINMIN 18" MIN 18" 15 3/4"15 3/4" 30"X48" CLEAR SIDE APPROACH AT TYPE B LC OF FIXTURE DB - DRAWER BASE: THREE DRAWERS IF DB EXISTS, LINE OF WALL WHERE OCCURS IF NO DB EXISTS, LINE OF BASEBOARD WHERE OCCURS SB - SINK BASE BATHROOM: FIXED SINK SKIRT. REMOVABLE LOWER CABINET. FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. CENTER SINK W/IN BASE DBA - ACCESSIBLE DRAWER BASE: INDEPENDENT THREE DRAWERS BASE / FURNITURE PIECE FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. SINK BASE (SB), TYPE A BATHROOM: FIXED SINK SKIRT AND END PANEL(S). REMOVABLE LOWER CABINET. FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. CENTER SINK W/IN BASE.24"30" TYP UNO PER PLAN VARIES PER PLAN VARIES PER PLAN EQ TYP SINK BASIN 30" PER PLAN EQ 34" AFF MAX SINK RIM44" RECOMMENDED46" MAX TO ELEC OUTLET/SWITCH27" AFF34" BATHROOMSWHEN CAB IS REMOVED 30" MIN CLR 44" RECOMMENDED46" MAX TO ELEC OUTLET/SWITCH34" AFF MAX SINK RIM27" CLR24" MIN TO SIDE OBSTRUCTION 1' - 3" MIN. TYP.1' - 5"30"X48" CLEAR FORWARD APPROACH AT TYPE A UNIT BATHROOMS REMOVABLE LOWER CABINET ACCESSIBLE FAUCET WRAP SUPPLY DRAIN AND PIPES WITH INSULATION HATCH SHOWS ALLOWABLE EQUIPMENT AREA REMOVABLE BOTTOM SHELF W/ ATTACHED TOE KICK TO BE REMOVED WHEN WHEEL- CHAIR ACCESSIBILITY IS REQUIRED FINISH FLOOR BELOW CABINET REMOVABLE BASE CABINET AND DOORS COUNTERTOP AND BACKSPLASH PER SPEC KNEE CLEARANCE 9" MIN6" MAX11" MIN27" MINTO CONTROL 17" MAX 8" MIN 34" AFF MAX TO SINKACCESSIBLE SINK6 1/2" MAXSHOWER CURTAIN ROD PAINTED GWB SHOWER HEAD LINE OF SURROUND BLOCKING FOR GRAB BARS TEMP AND PRESSURE VALVE BATHTUB NOTES: 1. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB 2. BATHTUBS SHALL DELIVER WATER THAT IS 120°F (49°C) MAX 3. VERIFY W/ MFR FOR ROUGH-IN DIMENSIONS 4. AN L-SHAPED CONTINUOUS GRAB BAR OF EQUIVALENT DIMENSIONS & POSITIONING SHALL BE PERMITTED TO SERVE THE FUNCTION OF SEPARATE VERTICAL & HORIZONTAL GRAB BARS 5. NO LEDGES ON BATHTUBS 6. LOCATE BATH CONTROLS AS NOT TO INTERFERE WITH REINFORCEMENT 7. REMOVABLE COUNTERTOPS AND CABINETRY ONLY ARE PERMITTED IN CLEAR FLOOR SPACE. FINISH SURROUNDING WALL AND FLOOR.4' - 6"6' - 2"6" MAX38" MIN30" MIN 30" PER SPEC 12" MIN 24" MAX24" MIN12" MAX24" MIN FO TUB TO VERT BAR 4" MAX MAX 6" MIN 48" MAX 6"33" - 36"BLOCKING FOR FUTURE GRAB BARS A HAND SHOWER WITH A HOSE 59" MIN IN LENGTH, THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD & AS A HAND SHOWER, SHALL BE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVE SHUTOFF FEATURE. AN ADJUSTABLE- HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS. CONTROLS, OTHER THAN DRAIN STOPPERS, SHALL BE PROVIDED ON AN END WALL, LOCATED BETWEEN THE BATHTUB RIM & GRAB BAR & BETWEEN THE OPEN SIDE OF THE BATHTUB & THE MIDPOINT OF THE WIDTH OF THE BATHTUB. CONTROLS SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS CONTROL END BATHTUB PAINTED GWB NOTES: 1. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB. 2. BATHTUBS SHALL DELIVER WATER THAT IS 120°F (49°C) MAX 3. VERIFY W/ MFR FOR ROUGH-IN DIMENSIONS 4. AN L-SHAPED CONTINUOUS GRAB BAR OF EQUIVALENT DIMENSIONS & POSITIONING SHALL BE PERMITTED TO SERVE THE FUNCTION OF SEPARATE VERTICAL & HORIZONTAL GRAB BARS. 5. NO LEDGES ON BATHTUBS 6. LOCATE BATH CONTROLS AS NOT TO INTERFERE WITH REINFORCEMENT 7. REMOVABLE COUNTERTOPS AND CABINETRY ONLY ARE PERMITTED IN CLEAR FLOOR SPACE. FINISH SURROUNDING WALL AND FLOOR. 5' - 0"30" MIN 30" PER SPEC FO TUB TO VERT BAR 4" MAX TUB SURROUND VARIES. SEE FINISH & PLUMBING SCHEDS 18" MINHAND HELD SHOWER48" MAX MOUNTING HT33" MIN - 36"6" MAX33" - 36"38" MINMAX 6" MIN 48" MAX 6" 12" MIN 24" MIN MAX24"MIN24"MAX12"60" MINEDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION CLEARANCES WITH LAVATORY CLEARANCES WITHOUT LAVATORY NOTES: 1. LOCATE FLUSH CONTROLS ON OPEN SIDE OF WATER CLOSET. 2. FOR GRAB BAR BLOCKING . 48" MIN66" MIN CLR33" MIN CLR 48" MIN56" MIN CLR18"24" MAX18" 1 / AA551 EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION CLEARANCES WITH LAVATORY CLEARANCES WITHOUT LAVATORY NOTES: 1. LOCATE FLUSH CONTROLS ON OPEN SIDE OF WATER CLOSET. 2. FOR GRAB BAR BLOCKING SEE ELEVATION DETAIL THIS SHEET. 3. LAVATORY MAY OVERLAP THE CLEARANCE IF CABINET, INCLUDING SIDE PANEL, IS REMOVABLE. 60" MIN60" MIN CLR60" MIN56" MIN CLR24" MAX18"18" MIN 18" REAR WALL SIDE WALL NOTE: **REAR GRAB BAR IS PERMITTED TO BE 24" WHERE WALL SPACE DOES NOT PERMIT 36" MINIMUM LENGTH. BLOCKING FOR FUTURE GRAB BARS REQUIRED33" MIN - 36" MAX(24" MIN**) 36" MIN PREFERRED MIN 12" (12" MIN **) 24" MIN 12" MAX (24" MIN **) 42" MIN PREFERRED 33" MIN - 36" MAXMIN6"MIN6"19" MAX17" MIN18" MIN39" MIN - 41" MAX39" MIN - 41" MAX 54" MIN FHA GUIDELINE PANTRY CABINETS: FULL HEIGHT PANTRY. FRAME AND DOORS BY CASEWORK MFR. ON STUD WALLS TO BE FLUSH W/ ADJACENT CABINETRY OR 23-1/2" DEEP. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. PROVIDE 3 ADJUSTABLE FINISHED SHELVES. REFER TO BATHROOM PLANS FOR WIDTH.66"VARIES PER PLAN CLOSET ROD & SHELF 47 1/2" MAX TO SHELFADDL ROD @ TYPE A UNITS FOR 50% OF CLOSET LENGTHCOMPARTMENT ENTRY COMPARTMENT ENTRY RECTANGULAR SHOWER COMPARTMENT SEAT L-SHAPED SHOWER COMPARTMENT SEAT 15" MIN - 16" MAX 1 1/2" MAX3" MAX2 1/2" MAX 22" MIN - 23" MAX 1 1/2" MAX14" MIN - 15" MAX3" MAX2 1/2" MAX 15" MIN - 16" MAX NOTE: DOORS, LINT SCREENS, DETERGENT & BLEACH COMPARTMENTS, ETC, SHALL MEET OPERABLE PARTS REQUIREMENTS 30"X48" CLR FLR SPACE PARALLEL APPROACH 30"X48" CLR FLR SPACE FORWARD OR PARALLEL APPROACH W D 30"X48" CLR FLR SPACE PARALLEL APPROACH36" MAX24" MAX TYPE B -TOP LOADING TYPE A -TOP LOADING TYPE A -TOP LOADING TOWEL BAR ABOVE TOILET TYPE A & B BATHROOMTO TOP OF TOWEL BAR48"CENTER OF ROBE HOOK47"WITH ROBE HOOKALIGN CENTER OF TOWEL BARCENTER OF ROBE HOOK60"WITH ROBE HOOKALIGN CENTER OF TOWEL BARTOWEL BAR & ROBE HOOK. TYPE A BATHROOM MINIMUM OF (1) OF EACH TOWEL BAR & ROBE HOOK PROVIDED WILL NEED TO BE WITHIN 48" REACH RANGE HEIGHT TO TOP IF UNOBSTRUCTED. ICC 1003.14 TOWEL BAR & ROBE HOOK. TYPE B BATHROOM FROM FACE OF CABINET WALL MOUNTED TOILET PAPER HOLDER CABINET MOUNTED TOILET PAPER HOLDER TOILET PAPER HOLDER HEIGHT30"6"18"SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:19 PM TYPICAL UNIT COMPONENTS - BATH AA551 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 5 TYPE B SWING UP GRAB BARS ICC/ANSI A117.1-2009 SECTION 1004.11.1.1 14 TYPICAL UNIT LAVATORY ICC/ANSI A117.1-2009 SECTION 606 2 TYPICAL UNIT - TYPE A - SINK LOWER CABINET ICC/ANSI A117.1-2009 SECTION 306 12 TYPICAL UNIT TYPE B BATH TUB ICC/ANSI A117.1-2009, SECTION 607 & 1004.11.3.1.3 11 TYPICAL UNIT TYPE A BATH TUB ICC/ANSI A117.1-2009 SECTION 607 & 1003.11.2.5 13 TYPICAL UNIT - TYPE B - WATER CLOSET ICC/ANSI A117.1-2009 SECTION 604 & 1004.11.3.1.2 9 TYPICAL UNIT - TYPE A - WATER CLOSET ICC/ANSI A117.1-2009 SECTION 604 & 1003.11.2.4 1 TYPICAL UNIT TYPE A & B WATER CLOSET ICC/ANSI A117.1-2009 SECTION 604 18 TYPICAL UNIT PANTRY CABINET22UNIT CLOSET ROD HEIGHTS 16 SHOWER SEAT ICC/ANSI A117.1-2009 SECTION 610 1003 TYPE A UNITS 1003.1 General. Type A units shall comply with Section 1003. 1003.2 Primary entrance. The accessible primary entrance shall be on an accessible route from public and common. The primary entrance shall not be to a bedroom unless it is the only entrance. 1003.3 Accessible route. Accessible routs within Type A units comply with Section 1003.3 1003.3.1 Location. At least one accessible route shall connect all spaces and elements that are a part of the unit. Accessible routes shall coincide with or be located in the same area as general circulation path. Exception:An accessible route is not required to unfinished attics and unfinished basements that are part of the unit. 1003.3.2 Turning space. All rooms served by an accessible route shall provide a turning space complying with Section 304. Exception: 1. A turning space is not required in toilet rooms and bathrooms that are not required to comply with Section 1003.11.2. 2. A turning space is not required within closets or pantries that are 48 inches (1220 mm) maximum in depth. 1/2" = 1'-0"24 TYPICAL UNIT - LAUNDRY - TOP LOADING 1/2" = 1'-0"19 TYPICAL UNIT TOWEL BARS AND ROBE HOOK 1/2" = 1'-0"21 TYPICAL UNIT TOILET PAPER HOLDER NO. DATE DESCRIPTION AGENDA ITEM #6. c) KITCHEN APPLIANCES BASIS OF DESIGN: TYPE B: REFRIGERATOR FRIGIDAIRE FFHT1821T 18.0 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3016T 46 5/8" H X 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FFCD2413U 33 1/2"-35" H X 24" W X 25" D OVER THE RANGE MICROWAVE FRIGIDAIRE FFMV1645T 16 13/32" H X 29 7/8" W X 15 1/32" D *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCE IS USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. TYPE A: REFRIGERATOR FRIGIDAIRE FFHT1821T 18 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3010T 45 1/4" H x 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FDB241OHI 32 1/2"-34 7/8" H X 24" W X 23" D (INC. DOOR) COUNTERTOP MICROWAVE FRIGIDAIRE FFMO1611L 12 7/8" H X 21 3/4" W X 18 1/2" D UNDER CABINET HOOD GE JVX5305DJ 5 1/2" H X 29 7/8" W X 20" D KITCHEN KEYNOTES k6 k7 TYPE B UNITS: TYPE A UNITS: SEE INTERIORS FOR BACKSPLASH, BASE & CASE AND FINISHES CONCEAL DUCT AT RANGE HOOD EXHAUST, SEE UNIT PLANS FOR EXTENT OF DROPPED SOFFIT KITCHEN GENERAL NOTES k8 k9 k5 k10 k11 k12 k13 k14 TURNING SPACE AT KITCHEN, SEE DETAIL SINK W/ REMOVEABLE CABINET, SEE DETAIL WORK SURFACE W/ REMOVEABLE CABINET, SEE DETAIL RANGE W/ FRONT CONTROLS, SEE DETAIL RANGE HOOD, PROVIDE WALL SWITCH AT +46" MAX., SEE DETAIL COUNTERTOP MICROWAVE, SEE DETAIL PROVIDE "ADA COMPLIANT" REFRIGERATOR, MAX 54" HIGH TO FREEZER. SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER TO FIT UNDER 34" HIGH COUNTER KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k15 19K AA550 19B AA550 19E AA550 19C AA550 19N AA550 19M AA550 19C AA550 4 CS043 8 CS043 19K AA550 19C AA550 k16 k16 19P AA550 19P AA550 SINK RANGE, SEE DETAIL MICRO W/ HOOD, SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER, SEE DETAIL LIGHTING CONTROLS, ELECTRICAL SWITCHES AND ELECTRICAL OUTLETS, SEE DETAIL KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k1 k2 k3 k4 19B AA550 19B AA550 189B AA550 19L AA550 k17 19A1 AA550 k18 19A2 AA550 k8 k7 k12 k10 k15 k13 k18 k9 k18 k1 k5 k17 k3 k2 k17 KITCHEN L1-AAA5528 4 k8 k13 k10 k9 k7 k12 k16 k15 KITCHEN L2 AA55214 2' - 1" k1 10 k5 k2 KITCHEN L2-A AA55216 2' - 1" k8 12 k13 k10 k7 k9 k12 k15 k16 KITCHEN L1 k2 k4 k6 k16 AA552 2 6 k8 k12 k15 k18 k8 k11 k10k13 k18 k1 k2 k3 k5 k17 k17 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:25 PM KITCHEN ELEVATIONS AA552 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/8" = 1'-0"4 KITCHEN L1-A ELEVATION B - TYPE A 3/8" = 1'-0"8 KITCHEN L1-A ELEVATION A - TYPE A 3/8" = 1'-0"10 KITCHEN L2 ELEVATION B - TYPE B 3/8" = 1'-0"14 KITCHEN L2 ELEVATION A - TYPE B 3/8" = 1'-0"3 KITCHEN L1-A 3/8" = 1'-0"9 KITCHEN L2 - TYPE B 3/8" = 1'-0"11 KITCHEN L2-A - TYPE A 3/8" = 1'-0"1 KITCHEN L1 - TYPE B 3/8" = 1'-0"12 KITCHEN L2-A ELEVATION B - TYPE A 3/8" = 1'-0"16 KITCHEN L2-A ELEVATION A - TYPE A 3/8" = 1'-0"2 KITCHEN L1 ELEVATION B - TYPE B 3/8" = 1'-0"6 KITCHEN L1 ELEVATION A - TYPE B NO. DATE DESCRIPTION AGENDA ITEM #6. c) KITCHEN L4 AA553 4 8 12 k3 k2 k17k1 k17 k5 k17 KITCHEN APPLIANCES BASIS OF DESIGN: TYPE B: REFRIGERATOR FRIGIDAIRE FFHT1821T 18.0 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3016T 46 5/8" H X 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FFCD2413U 33 1/2"-35" H X 24" W X 25" D OVER THE RANGE MICROWAVE FRIGIDAIRE FFMV1645T 16 13/32" H X 29 7/8" W X 15 1/32" D *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCE IS USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. TYPE A: REFRIGERATOR FRIGIDAIRE FFHT1821T 18 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3010T 45 1/4" H x 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FDB241OHI 32 1/2"-34 7/8" H X 24" W X 23" D (INC. DOOR) COUNTERTOP MICROWAVE FRIGIDAIRE FFMO1611L 12 7/8" H X 21 3/4" W X 18 1/2" D UNDER CABINET HOOD GE JVX5305DJ 5 1/2" H X 29 7/8" W X 20" D KITCHEN KEYNOTES k6 k7 TYPE B UNITS: TYPE A UNITS: SEE INTERIORS FOR BACKSPLASH, BASE & CASE AND FINISHES CONCEAL DUCT AT RANGE HOOD EXHAUST, SEE UNIT PLANS FOR EXTENT OF DROPPED SOFFIT KITCHEN GENERAL NOTES k8 k9 k5 k10 k11 k12 k13 k14 TURNING SPACE AT KITCHEN, SEE DETAIL SINK W/ REMOVEABLE CABINET, SEE DETAIL WORK SURFACE W/ REMOVEABLE CABINET, SEE DETAIL RANGE W/ FRONT CONTROLS, SEE DETAIL RANGE HOOD, PROVIDE WALL SWITCH AT +46" MAX., SEE DETAIL COUNTERTOP MICROWAVE, SEE DETAIL PROVIDE "ADA COMPLIANT" REFRIGERATOR, MAX 54" HIGH TO FREEZER. SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER TO FIT UNDER 34" HIGH COUNTER KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k15 19K AA550 19B AA550 19E AA550 19C AA550 19N AA550 19M AA550 19C AA550 4 CS043 8 CS043 19K AA550 19C AA550 k16 k16 19P AA550 19P AA550 SINK RANGE, SEE DETAIL MICRO W/ HOOD, SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER, SEE DETAIL LIGHTING CONTROLS, ELECTRICAL SWITCHES AND ELECTRICAL OUTLETS, SEE DETAIL KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k1 k2 k3 k4 19B AA550 19B AA550 189B AA550 19L AA550 k17 19A1 AA550 k18 19A2 AA550 KITCHEN L3 AA553 6 10 2 k17 k16k1 k3 k2 k17 k5 k17 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:30 PM KITCHEN ELEVATIONS AA553 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/8" = 1'-0"7 KITCHEN L4 - TYPE B 3/8" = 1'-0"4 KITCHEN L4 ELEVATION C - TYPE B 3/8" = 1'-0"8 KITCHEN L4 ELEVATION B - TYPE B 3/8" = 1'-0"12 KITCHEN L4 ELEVATION A - TYPE B 3/8" = 1'-0"5 KITCHEN L3 - TYPE B 3/8" = 1'-0"2 KITCHEN L3 ELEVATION C - TYPE B 3/8" = 1'-0"6 KITCHEN L3 ELEVATION B - TYPE B 3/8" = 1'-0"10 KITCHEN L3 ELEVATION A - TYPE B NO. DATE DESCRIPTION AGENDA ITEM #6. c) BATHROOM BASIS OF DESIGN: WASHER ELECTROLUX EFLW317TIW 4.3 CU FT. 38" H X 27" W X 32" D DRYER ELECTROLUX EFDE317TIW 8 CU FT. 38" H X 27" W X 31 1/2" D TOILET *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCES ARE USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. SEE ELECTRICAL FOR LIGHT FIXTURES AND LOCATIONS BATHROOM KEYNOTES ACCESSIBLE LAV. SINK AND COUNTER - TYPE A & B UNITS - SEE REMOVEABLE VANITY CABINET / ADAPTABLE FEATURE AT ALL ACCESSIBLE BATHROOMS IN TYPE A UNITS. EXTEND FLOORING UNDER, SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE B UNITS - SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE A UNITS - SEE ACCESSIBLE WATER CLOSET AND SWING-UP GRAB BAR - SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE B UNITS, SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE A UNITS, SEE MIRROR 30" X 48" CLEAR SPACE TO REMAIN OUTSIDE OF DOOR SWING 18" TOWEL BAR ABOVE TOILET SEE 24" TOWEL BAR - TYPE A & B UNITS SEE 30" TOWEL BAR - TYPE B UNITS SEE 18" TOWEL BAR - TYPE A & B UNITS SEE ROBE HOOK - TYPE A & B UNITS SEE SHOWER ROD SEE TOILET PAPER HOLDER SEE FOR COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL b1 b2 14 AA551 2 AA551 5 AA551 1 AA551 13 AA551 b3 b4 12 AA551 11 AA551 b5 b6 b7 1 AA551 9 AA551 b8 b9 b10 b11 b12 b13 b14 19 AA551 19 AA551 11 AA551 12 AA551 19 AA551 19 AA551 b16 21 AA551 19 AA551 b15 BATHROOM GENERAL NOTES: 1. FOR TYPICAL BATH COMPONENT HEIGHTS, CLEARANCES, AND BASE CABINET INFORMATION, REFER TO SHEET AA551 b17 14 AA551 AA554 AA554 6 2 3' - 7 3/4" BATH B-A3 BATH B-A2 b9 b9 b17 b3b3 b8 b17 2' - 6"1' - 6" EQEQ 2' - 6"1' - 6" b1 b5 b6 b8 EQEQ b17 b1 b5 b6 b8 2' - 3" 1' - 6" 2' - 3" EQ EQEQ EQ b17 36 3/4" AA554 4 BATH NA1BATH NA2 AA554 8 AA554 12 BATH NA3 b8 b17 2' - 3"1' - 6"2' - 3" EQEQ EQEQ AA554 10 B-1 b3 b9 b1 b5 b8 2' - 9"1' - 3" EQEQ b17 b8 2' - 3"1' - 6"2' - 3" EQEQEQEQ b17 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 11:19:12 AM BATH ELEVATIONS AA554 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/8" = 1'-0"5 OPTION A BATH MASTER PLANS 3/8" = 1'-0"4 BATH NA1 ELEVATION 3/8" = 1'-0"2 BATH B-A1 ELEVATION 3/8" = 1'-0"6 BATH B-A2 ELEVATION 3/8" = 1'-0"11 NOT ACCESSIBLE BATH MASTER PLANS 3/8" = 1'-0"8 BATH NA2 ELEVATION 3/8" = 1'-0"9 TYPE B POWDER ROOM 3/8" = 1'-0"10 B-1 ELEVATION 3/8" = 1'-0"12 BATH NA3 ELEVATION NO. DATE DESCRIPTION AGENDA ITEM #6. c) AA555 10 AA555 6 AA555 2 BATH B-B1 BATH B-B2 BATH B-B3 b3 b3 b3 b6b6b6 b1 b8 2' - 6"1' - 6" EQEQ b17 b1 b8 2' - 6"1' - 6" EQEQ 1' - 6" 2' - 5 1/2"4' - 9 1/2"b17 2' - 3"1' - 6"2' - 3" EQEQ EQEQ b1 b8 b17 BATHROOM BASIS OF DESIGN: WASHER ELECTROLUX EFLW317TIW 4.3 CU FT. 38" H X 27" W X 32" D DRYER ELECTROLUX EFDE317TIW 8 CU FT. 38" H X 27" W X 31 1/2" D TOILET *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCES ARE USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. SEE ELECTRICAL FOR LIGHT FIXTURES AND LOCATIONS BATHROOM KEYNOTES ACCESSIBLE LAV. SINK AND COUNTER - TYPE A & B UNITS - SEE REMOVEABLE VANITY CABINET / ADAPTABLE FEATURE AT ALL ACCESSIBLE BATHROOMS IN TYPE A UNITS. EXTEND FLOORING UNDER, SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE B UNITS - SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE A UNITS - SEE ACCESSIBLE WATER CLOSET AND SWING-UP GRAB BAR - SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE B UNITS, SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE A UNITS, SEE MIRROR 30" X 48" CLEAR SPACE TO REMAIN OUTSIDE OF DOOR SWING 18" TOWEL BAR ABOVE TOILET SEE 24" TOWEL BAR - TYPE A & B UNITS SEE 30" TOWEL BAR - TYPE B UNITS SEE 18" TOWEL BAR - TYPE A & B UNITS SEE ROBE HOOK - TYPE A & B UNITS SEE SHOWER ROD SEE TOILET PAPER HOLDER SEE FOR COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL b1 b2 14 AA551 2 AA551 5 AA551 1 AA551 13 AA551 b3 b4 12 AA551 11 AA551 b5 b6 b7 1 AA551 9 AA551 b8 b9 b10 b11 b12 b13 b14 19 AA551 19 AA551 11 AA551 12 AA551 19 AA551 19 AA551 b16 21 AA551 19 AA551 b15 BATHROOM GENERAL NOTES: 1. FOR TYPICAL BATH COMPONENT HEIGHTS, CLEARANCES, AND BASE CABINET INFORMATION, REFER TO SHEET AA551 b17 14 AA551 AA555 8 AA555 4 BATH A-2 BATH A-3 AA555 12 BATH A-1 b4 b4 b4 b7 b7 b7 1' - 0"2' - 3" b2 b1 b8 EQEQ EQ EQ b17 b17 1' - 3" EQ EQ b2 b1 b8 b17 b172' - 5 1/2"4' - 9 1/2"1' - 6" b2 b1 b8 1' - 3" EQ EQ b17 b17 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/15/2021 11:19:17 AM BATH ELEVATIONS AA555 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3/8" = 1'-0"9 OPTION B BATH MASTER PLANS 3/8" = 1'-0"10 BATH B-B1 ELEVATION 3/8" = 1'-0"6 BATH B-B2 ELEVATION 3/8" = 1'-0"2 BATH B-B3 ELEVATION 3/8" = 1'-0"11 TYPE A BATH MASTER PLANS 3/8" = 1'-0"4 BATH A-3 ELEVATION 3/8" = 1'-0"8 BATH A-2 ELEVATION 3/8" = 1'-0"12 BATH A-1 ELEVATION NO. DATE DESCRIPTION AGENDA ITEM #6. c) WALL TYPE SEE PLANS WALL TYPE SEE PLANS WRB SEE FOR TYP NOTES & DIMS, UNO 20 ga. Corrugated Tie /10 AA600 STEEL ANGLE WELDED TO BENT EMBED PLATE, SEE STRUCTURAL WEEPS MIN. 24" O.C. AT BOTTOM COURSE ? BRICK VENEER NOTCH BOTTOM OF BRICK FOR STEEL ANGLE EXTERIOR CLADDING PER PLANS WALL TYPE SEE PLANS DEFLECTION CHANNEL, AMOUNT OF DEFLECTION PER STRUCTURAL WALL TYPE SEE PLANS FURRING CHANNEL AS REQUIRED PER PLANS EXTERIORINTERIOR 1" EXTERIOR CLADDING PER PLANS WALL TYPE SEE PLANSVARIES PER STRUCTCONC SLABWALL TYPE SEE PLANS FURRING CHANNEL AS REQUIRED PER PLANS EXTERIORINTERIOR7"TYPE IA RESIDENTIAL TYPE IA COMMERCIAL 1"6"1" TRIM PER MANUFACTURER WP MEMBRANE 5/8" GYP SLOPE FLASHING 1 1/2" RIGID INSULATION EXTERIOR CLADDING PER PLAN WALL TYPE SEE PLANS RIGID INSULATION PER PLAN SOFFIT PER RCP FUTURE PROPERTY LINE (VARIES)GRIDFOFABOVE1"2' - 0" TYPFUTURE PROPERTY LINE (VARIES)GRIDFOFABOVE1"6" 1/2" 1 1/2" 6"FUTURE PROPERTY LINE (VARIES)GRIDFOFABOVE1" 6" 1/2" SEE PLANS GRIDR13 INSUL-06 + R10 INSUL-03 REFER TO 12/BEA5.06 FOR KNIFEPLATE WATERPROOFING CANOPY CONNECTION AND MEMBER SIZING BY STRUCT. GUTTER MTL DECKING AND SUPPORT MEMBERS BY CANOPY FABRICATORGRID REF 3/AA600 FOR NOTES GRID1" 6"2' - 7 1/2"8"2' - 7 1/2"3' - 0"2"4" 1" 6" SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:42 PM TYPE IA DETAILS AA600 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1 1/2" = 1'-0"5 A-DTL-SLAB EDGE ABV GRADE - BRICK 1 1/2" = 1'-0"10 A-DTL-SLAB EDGE ABV GRADE - WD/MTL STUD TRANSITION 1 1/2" = 1'-0"15 A-DTL-SLAB EDGE ABV GRADE - WD STUD 1 1/2" = 1'-0"25 A-DTL-CONCRETE COLUMN - EXTERIOR 1 1/2" = 1'-0"20 SLAB EDGE DETAIL - CANTILEVER 1 1/2" = 1'-0"1 A-DTL-SLAB EDGE AT GRADE - STOREFRONT 1 1 1/2" = 1'-0"6 A-DTL-SLAB EDGE AT GRADE - BRICK 1 1/2" = 1'-0"11 A-DTL-SLAB EDGE AT CANTILEVER 1 1/2" = 1'-0"3 A-DTL-HSS - STOREFRONT 1 1 1/2" = 1'-0"8 A-DTL-HSS - BRICK 1 1 1/2" = 1'-0"4 A-DTL-METAL SF HEAD - BRICK 1 1 1/2" = 1'-0"16 A-DTL-SLAB BELOW GRADE UNIT WALL 1 1/2" = 1'-0"21 A-DTL-SLAB BELOW GRADE UNIT WALL SILL NO. DATE DESCRIPTION AGENDA ITEM #6. c) TO RAIL @ 42" AFF TYP3' - 6"4' - 0"2' - 8"SLOPE 1/4" PER FOOT SCUPPER AND COLLECTOR HEAD W/DOWNSPOUT BEYOND. REFER TO BE DETAILS FOR ADDTIONAL INFO GRIDFOFABOVE1" PER PLAN 4 COURSES CMU2' - 8"EXTERIOR PARKING SIDE UNCONDITIONED SPACE INTERIOR CONDITIONED SPACE M70P1 WALL TYPE10 1/4" M70P1 WALL ASSEMBLY 6" METAL STUD RUNNER 6" CMU 4" RIGID INSULATION 5/8" GWB FILL CMU CORES PER STRUCT 5/8" GWB CONC FLOOR ASSEMBLY 6" CMU - TOP COURSE UNIT 4 COURSES CMU2' - 8"EXTERIOR PARKING SIDE UNCONDITIONED SPACE INTERIOR CONDITIONED SPACE M70P1 WALL TYPEM70P1 WALL ASSEMBLY 6" METAL STUD RUNNER 6" CMU 3" RIGID INSULATION 5/8" GWB FILL CMU CORES PER STRUCT 5/8" GWB CONC FLOOR ASSEMBLY 6" CMU - TOP COURSE UNIT SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:44 PM TYPE IA DETAILS AA601 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1 1/2" = 1'-0"8 A-DTL-CONC BALCONY 1 1/2" = 1'-0"1 A-DTL-SLAB EDGE AT GRADE - STOREFRONT 2 1 1/2" = 1'-0"6 CMU BASE @ PARKING - 6" CMU W/ 4 INCH INTERIOR INSUL 1 1/2" = 1'-0"11 CMU BASE @ PARKING - 6" CMU W/ 3 INCH EXTERIOR INSUL NO. DATE DESCRIPTION AGENDA ITEM #6. c) CORRIDORCORRIDOR EXTEND WALL GWB TO UNDERSIDE OF ROOF DECK, BOTH SIDES JOIST PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. THROUGH PENETRATIONS SHALL COMPLY WITH 2015 IBC 714.3.1 FIRE DOORS PER SCHEDULE RATED ROOF ASSEMBLY PER PLANS WALL ASSEMBLY, SEE PLANS CORRIDORUNIT ROOF ASSEMBLY, SEE SECTIONS JOISTS & BEAMS PER STRUCTURAL STAGGERED STUDS @ CORRIDOR PER PLANS, UNO SHEATHING AS REQUIRED PER STRUCTURAL PIPE PENETRATIONS PER MEP DRAWINGS FILL CAVITY ABOVE WALL WITH INSULATION, TYP UNITUNIT WALL ASSEMBLY, SEE PLANS FILL CAVITY ABOVE WALL WITH INSULATION, TYP SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL RESILIENT CAULKING, BOTH SIDES, TYP ROOF JOISTS & BEAM PER STRUCTURAL UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL 706.6 EXCEPTION 2.2 NO OPENING IN ROOF WITHIN 4' - 0" PER IBC EXTEND GWB TO UNDERSIDE OF ROOF SHEATHING, BOTH SIDES PER IBC 706.6 EXCEPTION 2 (2.1, 2.2, 2.3) NO OPENING IN ROOF WITHIN 4' - 0" PER IBC 1 HR ROOF ASSEMBLY PER SECTIONS IBC 706.6 EXCEPTION 2.1 CLASS B ROOF COVERING, MIN. IBC 706.6 EXCEPTION 2.3 FIRE WALL HANGER PER STRUCTURAL UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS FILL CAVITY ABOVE WALL WITH INSULATION, TYP SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL TENSION TIE @ EA ROOF JOIST PER STRUCTURAL CORRIDORCORRIDOR EXTEND WALL GWB TO UNDERSIDE OF SHEATHING, BOTH SIDES JOIST PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. THROUGH PENETRATIONS SHALL COMPLY WITH 2015 IBC 714.3.1 FIRE DOORS PER SCHEDULE 1-HR RATED FLOOR ASSEMBLY PER SECTIONS CORRIDORCORRIDOR SAWCUT @ SHEATHING TO MAINTAIN FIRE WALL SEPARATION CONDITION PERPENDICULAR TO JOISTS CONDITION PARALLEL TO JOISTS UNITUNIT WALL ASSEMBLY, SEE PLANS FILL CAVITY ABOVE WALL WITH INSULATION, TYP SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL RESILIENT CAULKING, BOTH SIDES, TYP FLOOR JOISTS & BEAM PER STRUCTURAL 1-HR RATED FLOOR ASSEMBLY PER SECTIONS WALL ASSEMBLY, SEE PLANS CORRIDORUNIT FLOOR ASSEMBLY, SEE SECTIONS SEE FOR TYP NOTES, UNO CORRIDORUNIT /14 AA610 2x_ NAILER UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS FILL CAVITY ABOVE WALL WITH INSULATION, TYP SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL UNITUNIT 1-HR RATED FLOOR ASSEMBLY PER SECTIONS RESILIENT CAULKING, BOTH SIDES, TYP UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL EXTEND GWB TO UNDERSIDE OF SHEATHING, BOTH SIDES 1-HR RATED FLOOR ASSEMBLY PER SECTIONS UNITUNIT FIRE WALL HANGER PER STRUCTURAL WALL ASSEMBLY, SEE PLANS PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL UNITUNIT SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL WALL ASSEMBLY, SEE PLANS RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE WALL ASSEMBLY, SEE PLANS CORRIDORUNIT PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL CORRIDORUNIT WALL ASSEMBLY, SEE PLANS RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE WALL ASSEMBLY, SEE PLANS UNITUNIT PT SILL PLATES ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL UNITUNIT WALL ASSEMBLY, SEE PLANS RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE WALL ASSEMBLY, SEE PLANS UNITUNIT PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL UNITUNIT SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:48 PM FIREPROOFING DETAILS AA610 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 20211 1/2" = 1'-0"24 2-HR FIRE WALL AT CORRIDOR - ROOF - CROSS FRAMING 1 1/2" = 1'-0"14 TYP CORRIDOR WALL TO ROOF SECTION DETAIL 1 1/2" = 1'-0"4 TYP INTERIOR WALL AT ROOF 1 1/2" = 1'-0"19 TYP 2-HR DEMISING FIRE WALL AT ROOF 1 1/2" = 1'-0"9 TYP 1-HR DEMISING WALL AT ROOF 1 1/2" = 1'-0"23 2-HR FIRE WALL AT CORRIDOR AT 1-HR FLOOR - CROSS FRAMING 1 1/2" = 1'-0"3 TYP INTERIOR WALL AT 1-HR FLOOR 1 1/2" = 1'-0"13 TYP CORRIDOR WALL AT 1-HR FLOOR 1 1/2" = 1'-0"8 TYP 1-HR DEMISING WALL AT 1-HR FLOOR 1 1/2" = 1'-0"18 TYP 2-HR DEMISING FIRE WALL AT 1-HR FLOOR 1 1/2" = 1'-0"17 TYP 2-HR DEMISING FIRE WALL AT SLAB CORRIDOR WALL DEMISING WALL 2HR FIRE WALL INTERIOR PARTITION CROSS CORRIDOR FIRE WALL 1 1/2" = 1'-0"11 FIREPROOFING - TYP CORRIDOR WALL AT SLAB 1 1/2" = 1'-0"6 FIREPROOFING - TYP DEMISING WALL AT SLAB 1 1/2" = 1'-0"1 FIREPROOFING - TYP INTERIOR WALL NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHAFT WALL TYPE PER PLANS CORRIDOR M30I2 SHAFT PER PLAN CORRIDOR PER PLAN PER PLAN 5/8" SHIM OR EXTRA GWB SHAFT WALL PER PLAN CORRIDOR M30I2 STAIR WALL PER PLAN SHAFT FLOOR TYPE PER PLAN WALL TYPE PER PLAN WALL TYPE PER PLAN SHAFT TRASH CHUTE ROOM SHAFTWALL TYPE PER PLAN 1/2" MINIMUM AIRSPACE WALL TYPE PER PLAN UNIT 5/8" SHIM OR EXTRA GWB EXTERIOR 2 HR WALL PER PLANS 2 HR DEMISING WALL PER PLANS EXT WALL PER PLANS REFER TO STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS WRB EXT FINISH PER PLANS & ELEVATIONS INTERIOR INTERIOR WALL ASSEMBLY, SEE PLANS UNIT SHAFT ROOF ASSEMBLY, SEE SECTIONS PT 2x6 CURB, FULLY INSULATE 8" MINMECHANICAL EQUIPMENT PER MEP EXTEND GWB TO UNDERSIDE OF ROOF SHEATHING ACOUSTICAL SEALANT REGLET & COUNTER FLASHING PLYWOOD SHEATHING WATERPROOFING PER BE JOISTS PER STRUCT WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT ROOF ASSEMBLY, SEE SECTIONS PT 2x_ CURB 8" MINTRASH CHUTE BASE CAP PER MFR EXTEND GWB TO UNDERSIDE OF ROOF SHEATHING ACOUSTICAL SEALANT REGLET & COUNTER FLASHING PLYWOOD SHEATHING HT PER MFRWATERPROOFING PER BE JOISTS PER STRUCT PT 2x_ NAILERS AS REQUIRED WALL ASSEMBLY, SEE PLANS UNIT SHAFT EXTEND GWB TO UNDERSIDE OF ROOF SHEATHING ACOUSTICAL SEALANT JOISTS PER STRUCT FURRING WALL, TYP 1/2" AIR SPACE @ 1-HR RATED FLOOR ASSEMBLY PER SECTIONS SHAFT CONC SLAB PER STRUCTURALCORRIDOR PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING 2-HR RATED FIRE CAULKING 2-HR WALL PER PLANS PER PLANSHAFT CONC SLAB PER STRUCTURALCORRIDOR RESILIENT CAULKING 2-HR RATED FIRE CAULKING 2-HR WALL PER PLANS PER PLAN INT FURRING WALL PER PLANS WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT ACOUSTICAL SEALANT JOISTS & BEAMS PER STRUCT 1-HR RATED FLOOR ASSEMBLY PER SECTIONS 2-HR RATED FIRE CAULKING J-RUNNER PER WALL ASSEMBLIES CORRIDOR WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT ACOUSTICAL SEALANT 2-HR RATED FIRE CAULKING J-RUNNER PER WALL ASSEMBLIES ROOF FRAMING PER STRUCT 2 Layers 5/8" Type "X" Gypsum Board ? SPRAY ON INSULATION VAPOR BARRIER, SEE BE8" MININSECT SCREEN PT 1x_ WD FURRING ROOFING MEMBRANE PER ROOF ASSEMBLIES, SEE SECTIONS WRB SPRAY FIRE RESSISTIVE MATERIAL. MIN THICKNESS PER FIRE TEST REPORT WIDE FLANGE BEAM PER STRUCT (MIN W8X28) FIRE RATING: 3HR FIRE TEST REPORT: UL N708 CORR DECKING MAX 3" FLUTE. WELDED TO BM CONC SLAB. MIN 2 1/2" 2"X2"X25 GA MIN STL STUDS TS COLUMN PER STRUCT. MIN 4X4X0.188 FIRE RATING: 3HR FIRE TEST REPORT: GA CM3454 5/8" TYPE "X" GWB SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:51 PM FIREPROOFING DETAILS AA611 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1 1/2" = 1'-0"9 SHAFT WALL AT 2HR WALL 1 1/2" = 1'-0"8 SHAFT WALL AT CORRIDOR 1 1/2" = 1'-0"3 SHAFT WALL AT STAIR 1 1/2" = 1'-0"7 SHAFT WALL AT TRASH CHUTE 1 1/2" = 1'-0"6 SHAFT WALL AT UNIT - PLAN 1 1/2" = 1'-0"12 FIREPROOFING - TYP EXTERIOR 2HR FIRE WALL PLAN 1 1/2" = 1'-0"5 FIREPROOFING - 2-HR SHAFT AT ROOF W/CURB 1 1/2" = 1'-0"13 FIREPROOFING - 2-HR TRASH CHUTE SHAFT AT ROOF W/CURB 1 1/2" = 1'-0"16 FIREPROOFING - 2-HR SHAFT AT 1-HR FLOOR 1 1/2" = 1'-0"17 FIREPROOFING - 2-HR SHAFT AT TRANSITION SLAB 1 1/2" = 1'-0"18 FIREPROOFING - 2-HR SHAFT WALL AT TRANSITION SLAB 1 1/2" = 1'-0"22 FIREPROOFING - 2-HR SHAFTWALL AT 1-HR FLOOR 1 1/2" = 1'-0"24 FIREPROOFING - 2-HR SHAFTWALL AT ROOF W/WALL 3" = 1'-0"10 A-DTL-FIREPROOFING-BEAM - 3HR SPRAY FIREPROOFING 3" = 1'-0"11 A-DTL-FIREPROOFING- TS COLUMN - 3HR SPRAY FIREPROOFING NO. DATE DESCRIPTION FIREPROOFING AGENDA ITEM #6. c) SEE PLAN FOR WALL ASSEMBLY NOTES: 1. TOP OF FIRE EXTINGUISHER CABINET TO BE LOACTED AT 4'-0" AFF, MAX. 2. LOCATE FIRE EXTINGUISHER CABINET PER CODE REQUIREMENTS. SEE PLANS. 3. MAINTAIN WALL FIRE RATING: (1) LAYER TYPE 'X' EA SIDE @ 1-HOUR WALL, (2) LAYERS TYPE 'X' EA SIDE @ 2-HOUR WALL SURROUNDING FIRE EXTINGUISHER 4" MAXGROUP MULTIPLE BOXES TOGETHER PARTITION ASSEMBLY SOUND RATED PARTITION OFFSET PENETRATIONS @ FIRE &/OR FIRE RATED PARTITION 24" MIN @ 1/4" OR 1/2" JOINT FILLED W/ACOUSTIC SEALANT AROUND FLANGE. DRYWALL OVERLAPS FLANGE @ SOUND PARTITION UNFACED INSULATION AROUND BOX ALL OUTLETS AND PENETRATIONS COVERED BY PUTTY PAD 2 LAYERS TYPE "X" GWB OVER RC @ 16" O.C. ACOUSTICAL SEALANT 1 5/8" METAL FURRING SCREW 1 5/8" FRAMING INTO RESILIENT CHANNEL AND NOT TJI 5/8" GWB PER UNIT RCPPER UNIT RCPANGLE CLIPS GYPCRETE TOPPING SLAB OVER PYWOOD DECKING TJI PER STRUCT. (2) 5/8" TYPE "X" GWB (2) 5/8" TYPE "X" GWB RESILIENT CHANNEL FIRE RESISTIVE CAULK AT PENETRATIONS MEMBRANE PENETRATION FIRESTOP, SEE "MEMBRANE PENETRATIONS " THIS SHEET MEMBRANE PENETRATING ITEM FIRE RATED WALL ASSEMBLY THROUGH PENETRATION FIRESTOP-SEE" U.L. THROUGH PENETRATION FIRESTOP SYSTEMS" THIS SHEET THROUGH PENETRATION ITEM FIRE RATED WALL ASSEMBLY MEMBRANE PENETRATION THROUGH PENETRATION SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:53 PM FIREPROOFING DETAILS AA612 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3" = 1'-0"1 RECESSED EXTINGUISHER CABINET 3" = 1'-0"2 RECESSES IN PARTITION @ RATED WALL 1 1/2" = 1'-0"3 TYP. SOFFIT @ UNIT VENTING 1 1/2" = 1'-0"4 TYP. 1 HR CHASE BETWEEN JOISTS 1 1/2" = 1'-0"6 MEMBRANE PENETRATIONS NO. DATE DESCRIPTION AGENDA ITEM #6. c) 2' - 7 1/2" UNOOVERLAP4" MINOVERLAP6" MINFURRING SIDING PER ELEVATIONS GASKETED FASTNER W/CLEAT GASKETED FASTNER W/SPACER SLOPE 22GA MTL COPING W/HEMMED DRIP EDGES & STANDING SEAMS @ JOINTS ROOFING MEMBRANE ROOF VAPOR BARRIER INSTALL AND TERMINATE ROOFING MEMBRANE PER MFR RECOMMENDATION WRAP ROOFING MEMBRANE OVER PARAPET AND LAP PRIMARY WRB PRIMARY WRB FURRING CLOSURE TYP 8" MIN.METAL ROOFING WOOD ROOF AT STEP BACK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:54 PM TYPE VA DETAILS AA620 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3" = 1'-0"1 TYP PARAPET 1 1/2" = 1'-0"2 ROOF-STEP BACK NO. DATE DESCRIPTION AGENDA ITEM #6. c) BIDDER DESIGNED HSS FRAMING FOR MECHANICAL SCREENING SUPPORT PER PLANS MS-1 (FCP TRIM PANELS) ON 7/8" HAT CHANNEL SPANNING BETWEEN HSS COLUMNS DIM POINTS TO CENTERLINE OF HSS FRAMING PER PLANS 1 AA660 TYP STANCHION TUBE PREMANUF BOOT FLASHING BY ROOF MFR HSS ATTACHMENT TO ROOF JOISTS BELOW PER STRUCTURAL VARIES PER PLANS8" MIN4" TYPDIM POINT TO CENTERLINE OF HSS FRAMING PER PLANS ABOVE TOP OF ROOF SURFACE4' - 2" H SCREENING MAXBIDDER DESIGNED HSS FRAMING FOR MECHANICAL SCREENING SUPPORT PER PLANS MS-1 (FCP TRIM PANELS) ON 7/8" HAT CHANNEL SPANNING BETWEEN HSS COLUMNS FLASHING W = 6"2"?TOP OF STEEL BOTTOM OF STEEL ROOF PER ROOF ASSEMBLIES, SEE SECTIONS SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:45:59 PM MECHANICAL SCREEN & MISCELLANEOUS DETAILS AA660 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3" = 1'-0"2 MECH. SCREEN OUTSIDE CORNER 3" = 1'-0"1 MECH SCREEN SECTION DETAIL NO. DATE DESCRIPTION AGENDA ITEM #6. c) FIN. FLR. WIDTH HEIGHTA AA B BB WIDTH HEIGHTTYP1' - 0"C 4" X 25" VISION SAFETY GL HEIGHTHEIGHTWIDTH HEIGHTSOLID KICK PANEL FLUSH WITH GATE FRAME BOTH SIDES WIDTH HEIGHT1' - 0"L M P RR SG SG4" TYP4" TYP WIDTH 1' - 0"6" WIDTH HEIGHTWIDTH SG LOUVERS AT LAUNDRY CLOSET, TYP DOOR TYPES HM HM WD WD FIN. FLR.1 2UNO2" TYP, 2" TYP FRAME TYPES SG SG UNO 1' - 6" 3 WIDTH HEIGHTHEIGHTWIDTH SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:02 PM DOOR SCHEDULES AA700 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 Door Schedule - TYPE I-A Mark Room Name Room Number Door Type Width Height Door Thick. Door Material Frame Type Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Value Max SHGC LEVEL A-P1 L001N ELEV LOBBY L001N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L001S ELEV LOBBY L001S B 3' - 4" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior LP1ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior LP1ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior S001 STORAGE S001 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior S002 STORAGE S002 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior LEVEL A-1 L1ST-01N STAIR 2 ST-01N C 3' - 10" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L1ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L1ST-02Na STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L1ST-02Nb STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L1ST-02Nc STAIR 1 ST-02N A 3' - 10" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Exterior 0.37 L1ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L100a VESTIBULE L100 B 3' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Exterior 0.60 0.38 L100b VESTIBULE L100 B 3' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L101a LOBBY L101 BB 6' - 0" 7' - 0" 0' - 1 3/4" HM 2 HM NR Interior L101b LOBBY L101 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L101Na ELEV LOBBY L101N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L101Nb ELEV LOBBY L101N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L101Sa ELEV LOBBY L101S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L101Sb ELEV LOBBY L101S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L101Sc ELEV LOBBY L101S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L103 LEASING OFFICE L103 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L104 LEASING OFFICE L104 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L105 MANAGERS OFFICE L105 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L106 MANAGERS ASSISTANT L106 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L107 MAINTENANCE OFFICE L107 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L108 WORK ROOM L108 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L109 CONFERENCE L109 B 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L110 RESTROOM L110 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L111 RESTROOM L111 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L114 BASKETBALL L114 C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior L115a CORRIDOR L115 BB 6' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Exterior 0.60 0.38 L115b CORRIDOR L115 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L116a CORRIDOR L116 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L116b CORRIDOR L116 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Exterior 0.37 P101a PARKING P101 M 20' - 0" 7' - 6" 0' - 1 3/4" STL PER MFR STL NR Exterior P101b PARKING P101 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior S101 STORAGE S101 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior U101 UTILITY U101 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U102 NETWORK U102 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior U103 UTILITIES U103 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U104 MPOE ROOM U104 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U105a MAINTENANCE STORAGE U105 AA 6' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U105b MAINTENANCE STORAGE U105 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U106 WATER HEATERING ROOM U106 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U107a SWITCHGEAR U107 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U107b SWITCHGEAR U107 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Exterior 0.37 LEVEL A-2 C201a COMMERCIAL C201 B 3' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Exterior 0.60 0.38 C201b COMMERCIAL C201 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior C202 RESTROOM C202 A 3' - 0" 7' - 0" 0' - 1 3/4" HM HM NR Interior C203 CORRIDOR L212 A 3' - 0" 7' - 0" 0' - 1 3/4" HM HM NR Interior C204 COMMERCIAL C204 B 3' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Exterior 0.60 0.38 L2ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L2ST-01S STAIR 3 ST-01S C 3' - 8" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Exterior L2ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L2ST-02S STAIR 4 ST-02S C 3' - 4" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L201Na ELEV LOBBY L201N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L201Nb ELEV LOBBY L201N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L201Sa ELEV LOBBY L201S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L201Sb ELEV LOBBY L201S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L201Sc ELEV LOBBY L201S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5, Interior L201Sd ELEV LOBBY L201S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior L202 COMPUTER ROOM L202 B 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L203 COMPUTER ROOM L203 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L204 LIVING ROOM/ LOUNGE L204 B 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L205 RESTROOM L205 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L206 RESTROOM L206 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior L207a KIDS ROOM L207 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L207b KIDS ROOM L207 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Interior L208 FITNESS L208 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Interior L212a CORRIDOR L212 C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Exterior 0.37 L212b EXIT PASSAGE L211 C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior L213 BREEZEWAY L213 L 14' - 0" 7' - 6" 0' - 1 3/4" STL PER MFR STL NR Exterior L214 EXIT PASSAGE L214 A 3' - 6" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Exterior 0.37 L215a VESTIBULE L215 B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL NR Exterior 0.60 0.38 L215b VESTIBULE L215 B 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM Exterior 0.60 0.38 P201a PARKING P201 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior P201b PARKING P201 M 20' - 0" 8' - 4" 0' - 1 3/4" STL PER MFR STL NR Exterior P202a PARKING P202 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Exterior 0.37 S201 STORAGE S201 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U201 UTILITY U201 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U202 TRASH & COMPACTOR U202 AA 6' - 0" 6' - 8" 0' - 1 3/4" HM 2 HM 2 HR Exterior U203 SPKLR U203 A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM NR Interior U204a TRASH PICKUP U204 M 8' - 0" 8' - 4" 0' - 1 3/4" STL PER MFR STL 1 1/2 HR Exterior U205b TRASH PICKUP U204 M 8' - 0" 6' - 8" 0' - 1 3/4" STL PER MFR STL 1 1/2 HR Exterior U205c TH TRASH U205 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM 1 1/2 HR Exterior U206 ELEC ROOM U206 A 3' - 0" 6' - 8" 0' - 1 3/4" HM 1 HM NR Exterior U207 TRASH & COMPACTOR U207 AA 6' - 0" 6' - 8" 0' - 1 3/4" HM 2 HM 2 HR Exterior GENERAL DOOR NOTES: 1. DENOTES SAFETY GLAZING IN LOCATIONS PER IBC 2406. 2. CONTRACTOR TO COORDINATE WITH MECHANICAL AND EXTERIOR ELEVATION FOR MECHANICAL VENT LOCATIONS AND WINDOW CLEARANCE. 3'-0" VENT CLEARANCE TO OPENINGS REQUIRED. WINDOW TO BE NOT OPERABLE IF CLEARANCE CANNOT BE MET. 3. FOR WINDOWS LOCATED MORE THAN 72" ABOVE FINISHED GRADE THE LOWEST PART OF THE CLEAR OPENING SHALL BE AT A HEIGHT NOT LESS THAN 36" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE- WHERE SUCH OPENINGS ARE LOCATED WITHIN 36" OF THE FINISHED FLOOR. (2018 IBC 1015.8) 4. PROVIDE DOOR STOP AT ALL DOORS OPENING ADJACENT TO WINDOWS. 5. FOR INTEGRATION OF FIRE ALARM SYSTEM & DOOR HARDWARE REQUIRED PER CODE SEE DOOR HARDWARE SUBMITTAL & FIRE ALARM SYSTEM SUBMITTAL- CONTRACTOR TO COORDINATE AS DESIGN BUILD AND AS REQ.'D BY CODE. 6. PER 716.2.2.1- FIRE DOORS ASSEMBLIES REQ.'D TO HAVE A MIN. FIRE PROTECTION RATING OF 1/3 HOUR WHERE LOCATED IN A CORRIDOR WALL OR SMOKE BARRIER WALL HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 716.5 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 7. PER IBC 716.2.2.1.1- FIRE DOOR ASSEMBLIES SHALL ALSO MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY AND TESTED IN ACCORD WITH UL1784. THE AIR LEAKAGE RATE OF THE ASSEMBLY SHALL NOT EXCEED 3.0 CUBIC FEET PER MINUTE PER SQUARE FOOT OF DOOR OPENING AT 0.10 INCH (24.9 Pa) OF WATER FOR BOTH THE AMBIENT TEMPERATURE AND ELEVATED TEMPERATURE TESTS. LOUVERS SHALL BE PROHIBITED. INSTALL SMOKE DOORS PER NFPA 105. 8. DOORS IN OTHER FIRE PARTITIONS SHALL MEET REQUIREMENTS OF IBC 716.2.2.2 9. DOORS IN INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS SHALL MEET IBC 716.2.2.3 10. DOORS REQUIRED TO BE FIRE RATED SHALL MEET LABELING REQUIREMENTS OF NFPA 80 AND OTHER PROVISIONS OF IBC 716.2.9 11. DOORS REQUIRED TO MEET SMOKE AND DRAFT CONTROL REQUIREMENTS SHALL MEET LABELING REQUIREMENTS OF UL 1784 WITH THE LETTER 'S', AND SHALL MEET ALL OTHER PROVISIONS OF IBC 716.2.9.3 12. PER IBC 716.2.6.1 FIRE DOORS SHALL BE SELF OR AUTOMATIC CLOSING WITH LATCHING AS REQ.'D AND PER NFPA 80. SMOKE ACTIVATED DOORS SHALL BE PER IBC 716.2.6.6 13. DOOR REQUIRED TO MEET IBC 509.4.2 SHALL BE SELF- OR AUTOMATIC CLOSING UPON DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716.2.6.6. DOOR SHALL NOT HAVE AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. 14. GATES OR OVERHEAD DOORS SECURING VEHICULAR ACCESS TO ANY PORTIONS OF THE PARKING GARAGE ARE REQUIRED TO AUTOMATICALLY OPEN UPON ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM. 15. DOORS WITH A FIRE RATING OF "SM" SHALL MEET UL 1784, NFPA 105, AND BE SELF-CLOSING PER IBC 716.2.6.6. DOOR SCHEDULE KEY NOTES: 1. EXTERIOR 2. INTERIOR 3. CLOSER 4. WEATHER SEALS 5. SMOKE SEAL 6. LATCH 7. KEYED LOCK 8. DEADBOLT 9. KICKPLATE 10. PRE-FINISHED STEEL SNAP- CASING FRAME SYSTEM - 'TIMELY' OR EQ. 11. MAGNETIC HOLD-OPEN 12. CARD READER 13. SWEEP 14. DOOR STOP NO. DATE DESCRIPTION AGENDA ITEM #6. c) SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:08 PM DOOR SCHEDULES AA701 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 Door Schedule - TYPE V-A Mark Room Name Room Number Door Type Width Height Door Thick. Door Material Frame Type Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Value Max SHGC L701S ELEV LOBBY L701S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L702S CORRIDOR L702S AA 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior S701N STORAGE S701N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S702N BIKE STORAGE S702N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S702S STORAGE S702S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S703N STORAGE S703N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S703S STORAGE S703S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S704N STORAGE S704N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S704S STORAGE S704S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S705S BIKE STORAGE S705S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S706S STORAGE S706S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S707S STORAGE S707S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S708S STORAGE S708S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U701S TRASH U701S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U702S UTILITY U702S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U703N IDF U703N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U704N TRASH U704N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U704S ELEC/IDF U704S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior ROOF A LRST-01N STAIR ST-01N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior LRST-01S STAIR ST-01S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior Door Schedule - TYPE V-A Mark Room Name Room Number Door Type Width Height Door Thick. Door Material Frame Type Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Value Max SHGC LEVEL A-3 L3ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L3ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L3ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L3ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Interior L211 EXIT PASSAGE L211 BB 6' - 0" 8' - 0" 0' - 1 3/4" AL REF ELEV AL NR Yes Exterior 0.60 0.38 L301N ELEV LOBBY L301N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L301S ELEV LOBBY L301S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L302Na CORRIDOR L302N B 3' - 0" 7' - 0" 0' - 1 3/4" AL 3 AL 1/3 HR Yes Exterior 0.60 0.38 L302Nb CORRIDOR L302N B 3' - 0" 7' - 0" 0' - 1 3/4" AL 3 AL 1/3 HR Yes Exterior 0.60 0.38 L302S CORRIDOR L302S AA 3' - 0" 7' - 0" 0' - 1 3/4" HM 2 HM 1 1/2 HR Yes Interior L304S CORRIDOR L304S B 3' - 0" 7' - 0" 0' - 1 3/4" AL 3 AL 1/3 HR Yes Exterior 0.60 0.38 S301N STORAGE S301N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S301S STORAGE S301S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S302N BIKE STORAGE S302N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S303N STORAGE S303N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S304N STORAGE S304N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S305Na STORAGE S305N AA 5' - 0" 6' - 8" 0' - 1 1/2" HM 2 HM NR Exterior 0.60 S305Nb STORAGE S305N AA 5' - 0" 6' - 8" 0' - 1 1/2" HM 2 HM NR Exterior 0.60 S305Nc STORAGE S305N AA 5' - 0" 6' - 8" 0' - 1 1/2" HM 2 HM NR Exterior 0.60 S305S BIKE STORAGE S305S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S306S STORAGE S306S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S308S STORAGE S308S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U301N UTILITY U301N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U301S TRASH U301S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U302N METER ROOM U302N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U302S UTILITY U302S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U303S METER ROOM U303S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U304N TRASH U304N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior LEVEL A-4 L4ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L4ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L4ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L4ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L401N ELEV LOBBY L401N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L401S ELEV LOBBY L401S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L402S CORRIDOR L402S AA 3' - 0" 7' - 0" 0' - 1 3/4" HM 2 HM 1 1/2 HR Yes Interior S401N STORAGE S401N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S401S CORRIDOR L402S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S402N BIKE STORAGE S402N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S402S CORRIDOR L402S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S403N STORAGE S403N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S403S STORAGE S403S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S404N STORAGE S404N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S404S CORRIDOR L403S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S405S CORRIDOR L403S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S406S CORRIDOR L403S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S407S STORAGE S407S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S408S STORAGE S408S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U401S TRASH U401S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U402N UTILITY U402N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U402S UTILITY U402S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U403N IDF U403N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U404N TRASH U404N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U404S ELEC/IDF U404S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior LEVEL A-5 L5ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L5ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L5ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L5ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L501N ELEV LOBBY L501N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L501S ELEV LOBBY L501S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L502S CORRIDOR L502S AA 3' - 0" 7' - 0" 0' - 1 3/4" HM 2 HM 1 1/2 HR Yes Interior S501N STORAGE S501N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S501S CORRIDOR L502S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S502N BIKE STORAGE S502N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S502S CORRIDOR L502S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S503N STORAGE S503N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S503S STORAGE S503S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S504N STORAGE S504N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S504S CORRIDOR L503S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S505S CORRIDOR L503S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S506S CORRIDOR L503S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S507S STORAGE S507S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S508S STORAGE S508S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U501N UTILITY U501N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U501S TRASH U501S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U502S UTILITY U502S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U503N IDF U503N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U504N TRASH U504N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U504S ELEC/IDF U504S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior LEVEL A-6 L6ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L6ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L6ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L6ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L601N ELEV LOBBY L601N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L601S ELEV LOBBY L601S B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior L602S CORRIDOR L602S AA 3' - 0" 7' - 0" 0' - 1 3/4" HM 2 HM 1 1/2 HR Yes Interior S601N STORAGE S601N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S601S CORRIDOR L602S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S602N BIKE STORAGE S602N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S602S CORRIDOR L602S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S603N STORAGE S603N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S603S STORAGE S603S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S604N STORAGE S604N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S605S CORRIDOR L603S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S606S CORRIDOR L603S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S607S STORAGE S607S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior S608S STORAGE S608S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U601N UTILITY U601N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U601S TRASH U601S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U602N METER ROOM U602N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U602S UTILITY U602S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U603S CORRIDOR L603S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior U604N TRASH U604N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 2 HR Interior U604S ELEC/IDF U604S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior LEVEL A-7 E701N ELEV CONTROL E701N A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior E701S ELEV CONTROL E701S A 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1/3 HR Interior L7ST-01N STAIR 2 ST-01N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L7ST-01S STAIR 3 ST-01S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L7ST-02N STAIR 1 ST-02N C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L7ST-02S STAIR 4 ST-02S C 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HM 1 1/2 HR Yes Interior L701N ELEV LOBBY L701N B 3' - 0" 7' - 0" 0' - 1 3/4" AL REF ELEV AL SM 5,Interior RESIDENTIAL Door Schedule Mark Type Width Height Door Thick. Door Material Frame Material Fire Rating Head Detail Jamb Detail Sill Detail Notes Function Max U-Value Max SHGC R01 A 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior R02 A 3' - 0" 6' - 8" 1 3/8" WD WD NR Interior R03 RR 5' - 0" 6' - 8" 1 3/8" WD WD NR Interior R04 P 4' - 0" 6' - 8" 1 3/8" WD WD NR Interior R05 P 4' - 4" 6' - 8" 1 3/8" WD WD NR Interior R06 P 4' - 8" 6' - 8" 1 3/8" WD WD NR Interior R07 P 5' - 0" 6' - 8" 1 3/8" WD WD NR Interior R08 P 5' - 4" 6' - 8" 1 3/8" WD WD NR Interior R09 A 2' - 6" 6' - 8" 1 3/8" WD WD NR Interior R10 A 2' - 0" 6' - 8" 1 3/8" WD WD NR Interior RE1 B 3' - 0" 7' - 0"NR Exterior 0.30 0.38 RE2 B 3' - 0" 7' - 0"NR Exterior 0.30 0.38 RE3 B 3' - 0" 7' - 10" NR Exterior 0.60 0.38 RE4 B 3' - 0" 7' - 10" NR Exterior 0.30 0.38 RE5 B 3' - 0" 8' - 4" 1 3/4" AL AL NR Exterior 0.60 0.38 NO. DATE DESCRIPTION AGENDA ITEM #6. c) FIN. FLR. A1 A2 A3 A4 B1 B2 C1 SG 3' - 0"4' - 6"2' - 2" 3' - 10" 6' - 0" 2x4 TRIM TYP 3' - 0"5' - 0"2' - 2" 3' - 10" 6' - 0"3' - 0"4' - 6"7' - 0" 2' - 2" 4' - 10"3' - 0"4' - 6"2' - 2" 2' - 4" 4' - 6"1' - 6"6' - 0"1' - 6"4' - 6"2' - 4" 3' - 8" 6' - 0" C2 C3 C4 C5 D1 D2 E1 E2 E38' - 2"2' - 0"8' - 2"2' - 0"8' - 2"2' - 0"B1S B2S SG SG SGSG SG SAFETY GLASS FOR B1S & B2S ONLY 3' - 0"4' - 6"2' - 6"3' - 0"5' - 0"2' - 6" 6' - 0"2' - 6"3' - 3"NO TRIM NO TRIM 1' - 6"6' - 0"4' - 6"1' - 6"1' - 6"4' - 6"1' - 6"6' - 0"3' - 3" 2x4 TRIM TYP 2x4 TRIM TYP 2' - 6"3' - 0"3' - 0"2' - 6"3' - 0"4' - 6"3' - 0"5' - 0"3' - 0"4' - 6"1' - 6"6' - 6"5' - 0"1' - 6"2' - 4" 3' - 8" 2' - 4" 3' - 8" C6 3' - 0"4' - 6"3' - 6" 3' ABOVE STAIR LANDING A1S SAFETY GLASS FOR A1S ONLY SGSG SG SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:13 PM WINDOW SCHEDULES AA710 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 Window Schedule Type Mark Width Height Color Material Min. STC Rating* Max U-Value Max SHGC Type Comments A1 6' - 0" 4' - 6" VINYL 0.30 0.38 A1 6' - 0" 4' - 6" VINYL 0.30 0.38 A1S 6' - 0" 4' - 6" VINYL 0.30 0.38 A2 6' - 0" 5' - 0" VINYL 0.30 0.38 A3 7' - 0" 4' - 6" VINYL 0.30 0.38 A3 7' - 0" 4' - 6" VINYL 0.30 0.38 A4 4' - 6" 4' - 6" VINYL 0.30 0.38 B1 6' - 0" 6' - 0" VINYL 0.30 0.38 B1 6' - 0" 6' - 0" VINYL 0.30 0.38 B1S 6' - 0" 6' - 0" VINYL 0.30 0.38 B2 6' - 0" 6' - 6" VINYL 0.30 0.38 B2S 6' - 0" 6' - 6" VINYL 0.30 0.38 C1 2' - 6" 4' - 6" VINYL 0.30 0.38 C2 2' - 6" 5' - 0" VINYL 0.30 0.38 C3 6' - 0" 2' - 0" VINYL 0.30 0.38 C5 3' - 3" 2' - 0" VINYL 0.30 0.38 C6 3' - 6" 4' - 6" VINYL 0.30 0.38 D1 2' - 6" 6' - 0" VINYL 0.30 0.38 D2 3' - 3" 6' - 0" VINYL 0.30 0.38 E1 3' - 0" 4' - 6" VINYL 0.30 0.38 E2 3' - 0" 5' - 0" VINYL 0.30 0.38 E3 2' - 6" 4' - 6" VINYL 0.30 0.38 GENERAL VINYL WINDOWS NOTES: 1. " " DENOTES SAFETY GLAZING IN LOCATIONS PER 2018 IBC 2406. 2. 3'-0" VENT CLEARANCE TO OPENINGS REQUIRED. WINDOW TO NOT BE OPERABLE IF CLEARANCE CANNOT BE MET. 3. FOR JAMB HEAD & SILL DETAILS COORDINATE TYPICAL REFERENCED DETAILS WITH WALL TYPE CONDITIONS NOTED IN PLANS & ELEVATIONS. 4. WINDOW SILL HEIGHTS ARE MEASURED FROM TOP OF CONCRETE SLAB AT PODIUM LEVELS (LEVELS 1-3), AND TO TOP OF SUBFLOOR AT LEVELS 4 TO 7, TYP, UNO. 5. SEE ELEVATIONS FOR OPPOSITE HAND WINDOWS 1/4" = 1'-0" WINDOW SIZE TYPES NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" SGSG SG 3' - 3" 3' - 3"1' - 3"5' - 1"2' - 0"DIVIDE EQUALLY 6' - 8 3/4" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"1' - 9"1' - 7"1' - 10 3/4"10' - 0"1' - 0"5' - 2 3/4"DIVIDE EQUALLY 7' - 5 3/8" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3" SGSG SG1' - 11"6' - 1"2' - 0"1' - 9"1' - 7"1' - 10 3/4"DIVIDE EQUALLY 12' - 8" DIVIDE EQUALLY 11' - 6" 2' - 10" DIVIDE EQUALLY 5' - 9" SF-01 SF-01SF-01 SF-01SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 DIVIDE EQUALLY 6' - 3" 2' - 6" DIVIDE EQUALLY 11' - 6" 3' - 1" DIVIDE EQUALLY 16' - 8"3' - 0" DIVIDE EQUALLY 9' - 1" 3' - 3" 3' - 0" DIVIDE EQUALLY 5' - 8" LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 10 3/4"1' - 7"1' - 9"1' - 11"6' - 1"2' - 0"5' - 2 3/4"1' - 0"10' - 0"DIVIDE EQUALLY 8' - 0" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"1' - 10 3/4"1' - 7"1' - 9"5' - 2 3/4"1' - 0"10' - 0"DIVIDE EQUALLY 8' - 0" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"5' - 2 3/4"1' - 0"10' - 0"DIVIDE EQUALLY 15' - 11" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"1' - 10 3/4"1' - 7"1' - 9"5' - 2 3/4"1' - 0"10' - 0"DIVIDE EQUALLY 9' - 6 3/8" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"2' - 0"6' - 1"1' - 11"10' - 0"3' - 5 3/4"1' - 9"5' - 2 3/4"1' - 0"2' - 8" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3" 2 AA411 SG SG SG SG SG 3' - 0" 3' - 2" 3' - 0"1' - 11"6' - 1"2' - 0"5' - 2 3/4"1' - 0"10' - 0"1' - 9"1' - 7"1' - 10 3/4"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3" 2' - 8"1' - 11"6' - 1"2' - 0"5' - 2 3/4"1' - 0"10' - 0"3' - 5 3/4"1' - 9"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3" SG SG SG SG10' - 0"5' - 2 3/4"1' - 0"6' - 3" DIVIDE EQUALLY 14' - 8 1/4" 3' - 0" DIVIDE EQUALLY 9' - 8 3/4" 3' - 0" DIVIDE EQUALLY 7' - 0"1' - 11"6' - 1"2' - 0"1' - 10 3/4"1' - 7"1' - 9"SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"1' - 10 3/4"1' - 7"1' - 9"5' - 2 3/4"1' - 0"10' - 0"DIVIDE EQUALLY 18' - 6"3' - 0" DIVIDE EQUALLY 18' - 5"3' - 0" DIVIDE EQUALLY 11' - 4" 3' - 0"3' - 0" DIVIDE EQUALLY 16' - 6" DIVIDE EQUALLY 11' - 6" 3' - 0" DIVIDE EQUALLY 16' - 6" 3' - 0" DIVIDE EQUALLY 11' - 6" 3' - 1" DIVIDE EQUALLY 5' - 8" SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-3 377' -3"1' - 11"6' - 1"2' - 0"5' - 2 3/4"1' - 0"10' - 0"1' - 10 3/4"1' - 7"1' - 6"DIVIDE EQUALLY 5' - 9 1/256" 3' - 0" DIVIDE EQUALLY 11' - 6" 3' - 0" DIVIDE EQUALLY 6' - 9" 3' - 0" DIVIDE EQUALLY 17' - 3"3' - 0" DIVIDE EQUALLY 11' - 6" 3' - 1" DIVIDE EQUALLY 17' - 2"3' - 0" DIVIDE EQUALLY 10' - 6" SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SGSG1' - 10"3' - 8"3' - 0"1' - 6"3' - 0"2' - 4"6' - 10"1' - 6"2' - 0"8' - 6"3' - 4" DIVIDE EQUALLY 8' - 0 3/4" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 4" DIVIDE EQUALLY 5' - 6"5' - 6"3' - 0"6' - 10"3' - 6"8' - 6"1' - 6"3' - 0"2' - 4"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG SF-01 SF-01 5' - 6"3' - 0"6' - 10"3' - 6"8' - 6"1' - 6"3' - 0"2' - 4"DIVIDE EQUALLY 5' - 10"3' - 4" 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. VERIFY ALL ROUGH-IN DIMENSIONS FOR STOREFRONT SYSTEM. PROIVDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 4. SIGNAGE FOR REFERENCE ONLY. UNDER SEPERATE SIGN PERMIT. 5. INDICATES SAFETY GLAZING. 6. SEE BUILDING ENVELOPE SHEETS FOR ALL BUILDING ENVELOPE PRODUCT RECOMMENDATIONS, NOTES, SCHEDULES AND DETAILS. STOREFRONT ELEVATION GENERAL NOTES SG SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:23 PM STOREFRONT ELEVATIONS AA730 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"13 STOREFRONT ELEVATION 1/4" = 1'-0"11 EAST STOREFRONT ELEV. G 1/4" = 1'-0"10 EAST STOREFRONT ELEV. F 1/4" = 1'-0"5 EAST STOREFRONT ELEV. D 1/4" = 1'-0"7 EAST STOREFRONT ELEV. B 1/4" = 1'-0"8 EAST STOREFRONT ELEV. C 1/4" = 1'-0"12 EAST STOREFRONT ELEV. H 1/4" = 1'-0"2 SE CORNER STOREFRONT ELEV. A 1/4" = 1'-0"3 SE CORNER STOREFRONT ELEV. B 1/4" = 1'-0"4 SE CORNER STOREFRONT ELEV. C 1/4" = 1'-0"1 SOUTH STOREFRONT ELEV. B 1/4" = 1'-0"6 EAST STOREFRONT ELEV. A 1/4" = 1'-0"9 EAST STOREFRONT ELEV. E 1/4" = 1'-0"14 UNIT 134 STOREFRONT ELEV. 1/4" = 1'-0"15 UNIT 133 STOREFRONT ELEV. 1/4" = 1'-0"16 UNIT 131 STOREFRONT ELEV. NO. DATE DESCRIPTION STOREFRONT SCHEDULE Type Mark Function Fire Rating Max U-Value Max SHGC SF-01 Exterior NR 0.38 0.38 SF-02 Exterior SM 0.38 0.38 SF-03 Interior SM SF-04 Interior NR STOREFRONT WITH A FIRE RATING OF "SM" SHALL MEET THE REQUIRMENTS FOR A SMOKE PARTITION PER IBC 710 AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-1 355' -9"2' - 5"6' - 1"2' - 0"5' - 0"1' - 9"7' - 0"1' - 0"10' - 6"DIVIDE EQUALLY 9' - 11 127/128" 3' - 0" DIVIDE EQUALLY 27' - 9"3' - 0" DIVIDE EQUALLY 20' - 3"3' - 0" DIVIDE EQUALLY 6' - 1" 3' - 0" DIVIDE EQUALLY 5' - 11" 3' - 0" DIVIDE EQUALLY 5' - 9" 3' - 0" DIVIDE EQUALLY 20' - 6 1/4"3' - 0"5' - 0"2' - 6"3' - 0"5' - 0"2' - 6"5' - 6"SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9"2' - 0"6' - 2"2' - 4"3' - 0"5' - 0"DIVIDE EQUALLY 20' - 0"5' - 0" DIVIDE EQUALLY 20' - 0"2' - 0"6' - 1"2' - 8"1' - 0"1' - 9"5' - 0"SF-01 SF-01 SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-01 SF-01 DIVIDE EQUALLY 6' - 0"2' - 0"6' - 1"2' - 5"3' - 0"5' - 0"LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG SG 8' - 2"2' - 4"3' - 0"5' - 0"DIVIDE EQUALLY 30' - 3"6' - 3" SF-01 SF-01 DIVIDE EQUALLY TO ALIGN WITH MULLIONS BELOW 30' - 3"6' - 3" SG 2' - 0"6' - 2"LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG DIVIDE EQUALLY 7' - 4"2' - 0"6' - 1"2' - 5"10' - 6"1' - 0"7' - 0"1' - 9"5' - 0"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG SG SGSG 2' - 7" 2' - 7" 3' - 2" 1' - 0"2' - 0"6' - 1"2' - 5"5' - 0"2' - 0"10' - 6"1' - 0"7' - 0"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-01 SF-01 2' - 0"6' - 2"2' - 4"3' - 0"5' - 0"DIVIDE EQUALLY 9' - 0 3/4" LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-01 SF-01 DIVIDE EQUALLY 4' - 6 3/4"2' - 0"6' - 1"2' - 5"3' - 0"5' - 0"LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 0"5' - 6"2' - 0"1' - 6"6' - 10"3' - 3" DIVIDE EQUALLY 6' - 3" SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 4" DIVIDE EQUALLY 5' - 2 3/8"8' - 6"2' - 0"1' - 6"6' - 10"3' - 0"5' - 6"1' - 6"3' - 0"2' - 4"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG DIVIDE EQUALLY 8' - 6" 3' - 4"3' - 0"5' - 6"3' - 6"1' - 6"3' - 0"2' - 4"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 4" DIVIDE EQUALLY 5' - 6"5' - 6"3' - 0"2' - 4"3' - 0"1' - 6"1' - 6"6' - 10"1' - 6"2' - 0"8' - 6"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 4" DIVIDE EQUALLY 7' - 8 7/8"5' - 6"3' - 0"2' - 4"3' - 0"1' - 6"6' - 10"1' - 6"2' - 0"8' - 6"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG5' - 6"3' - 0"1' - 6"3' - 0"2' - 4"6' - 10"1' - 6"2' - 0"8' - 6"SF-01 SF-01 LEVEL A-2 366' -3" LEVEL A-1 355' -9" SG SG 3' - 4" DIVIDE EQUALLY 6' - 4"5' - 6"3' - 0"6' - 10"1' - 6"2' - 0"8' - 6"1' - 6"3' - 0"2' - 4"SF-01 SF-01 LEVEL A-P1 346' -6" SF-01 DIVIDE EQUALLY 5' - 7 1/2" 3' - 7"5' - 2"2' - 0"SGSG SG LEVEL A-P1 346' -6" SF-015' - 2"2' - 0"3' - 3" DIVIDE EQUALLY 4' - 10 1/2" SGSG SG LEVEL A-1 355' -9" SF-03 SG SG SG1' - 1"5' - 1"2' - 0"DIVIDE EQUALLY 4' - 10 1/2"3' - 3" LEVEL A-1 355' -9" SF-02 SG SG SG 2' - 0"5' - 1"1' - 1"3' - 3" DIVIDE EQUALLY 4' - 10 1/2" LEVEL A-1 355' -9" SF-01 SG SG SG 1' - 11 7/8" 3' - 3"2' - 0"5' - 1"1' - 1"LEVEL A-1 355' -9" SF-02SG SG1' - 1"5' - 1"2' - 0"DIVIDE EQUALLY 8' - 11 3/4" LEVEL A-1 355' -9" SF-04 SG SG SG 3' - 3" DIVIDE EQUALLY 5' - 7 1/2"1' - 1"5' - 1"2' - 0"LEVEL A-1 355' -9" SF-04 SG SG SG 3' - 0 3/8" 3' - 3"1' - 1"5' - 1"2' - 0"LEVEL A-2 366' -3" SF-01 SG SG SG SG SG1' - 1"5' - 1"2' - 0"4' - 2" 3' - 2" 4' - 6 1/2" LEVEL A-2 366' -3" SF-04 SG SG SG 3' - 3" DIVIDE EQUALLY 5' - 7 1/2"1' - 1"5' - 1"2' - 0"LEVEL A-2 366' -3" SF-04 SG SG SG1' - 1"5' - 1"2' - 0"3' - 3" 2' - 11 3/4" LEVEL A-2 366' -3" SF-04 SG SG SG 3' - 3" DIVIDE EQUALLY 4' - 10 1/2"2' - 0"5' - 1"1' - 1"LEVEL A-2 366' -3" SF-04 SG SG SG1' - 1"5' - 1"2' - 0"3' - 7 3/4" 3' - 3" 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. VERIFY ALL ROUGH-IN DIMENSIONS FOR STOREFRONT SYSTEM. PROIVDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 4. SIGNAGE FOR REFERENCE ONLY. UNDER SEPERATE SIGN PERMIT. 5. INDICATES SAFETY GLAZING. 6. SEE BUILDING ENVELOPE SHEETS FOR ALL BUILDING ENVELOPE PRODUCT RECOMMENDATIONS, NOTES, SCHEDULES AND DETAILS. STOREFRONT ELEVATION GENERAL NOTES SG SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:32 PM STOREFRONT ELEVATIONS AA731 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 SOUTH STOREFRONT ELEV. A 1/4" = 1'-0"4 WEST STOREFRONT ELEV. A 1/4" = 1'-0"7 WEST STOREFRONT ELEV. D 1/4" = 1'-0"9 WEST STOREFRONT ELEV. E 1/4" = 1'-0"2 SW CORNER STOREFRONT ELEV. A 1/4" = 1'-0"3 SW CORNER STOREFRONT ELEV. B 1/4" = 1'-0"5 WEST STOREFRONT ELEV. B 1/4" = 1'-0"6 WEST STOREFRONT ELEV. C 1/4" = 1'-0"8 UNIT 120 STOREFRONT ELEV. 1/4" = 1'-0"10 UNIT 122 STOREFRONT ELEV. 1/4" = 1'-0"11 UNIT 123 STOREFRONT ELEV. 1/4" = 1'-0"12 UNIT 126 STOREFRONT ELEV. 1/4" = 1'-0"13 UNIT 127 STOREFRONT ELEV. 1/4" = 1'-0"14 UNIT 128 STOREFRONT ELEV. 1/4" = 1'-0"15 UNIT 130 STOREFRONT ELEV. 1/4" = 1'-0"17 L001S STOREFRONT ELEV. 1/4" = 1'-0"16 L001N STOREFRONT ELEV. 1/4" = 1'-0"18 L101N WEST STOREFRONT ELEV. 1/4" = 1'-0"19 L101N EAST STOREFRONT ELEV. 1/4" = 1'-0"20 L101S EAST STOREFRONT ELEV. 1/4" = 1'-0"21 L101S NORTH STOREFRONT ELEV. 1/4" = 1'-0"22 L101S SOUTH STOREFRONT ELEV. 1/4" = 1'-0"23 L101S WEST STOREFRONT ELEV. 1/4" = 1'-0"24 L201S NORTH STOREFRONT ELEV. 1/4" = 1'-0"25 L201S SOUTH STOREFRONT ELEV. 1/4" = 1'-0"26 L201S WEST STOREFRONT ELEV. 1/4" = 1'-0"27 L201N EAST STOREFRONT ELEV. 1/4" = 1'-0"28 L201N SOUTH STOREFRONT ELEV. NO. DATE DESCRIPTION AGENDA ITEM #6. c) LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-04 SF-04 SG SG DIVIDE EQUALLY 9' - 8"2' - 0"6' - 1"2' - 5"10' - 6"1' - 0"7' - 0"2' - 0"5' - 0"LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-04 SF-04 SGSG SG SGSG2' - 5"6' - 1"2' - 0"5' - 0"2' - 0"1' - 0"10' - 6"DIVIDE EQUALLY 6' - 10" 3' - 2" 1' - 3" LEVEL A-1 355' -9" SF-04 SG SG SG 3' - 3" 1' - 9"1' - 1"5' - 1"2' - 0"LEVEL A-1 355' -9" SF-04 SG SG DIVIDE EQUALLY 7' - 4"1' - 1"5' - 1"2' - 0"LEVEL A-1 355' -9" SF-04 SGSG SG1' - 1"5' - 1"2' - 0"DIVIDE EQUALLY 7' - 1" 3' - 3" LEVEL A-1 355' -9" SF-04 SGSG SG 1' - 9" 3' - 3"1' - 1"5' - 1"2' - 0"LEVEL A-2 366' -3" LEVEL A-1 355' -9" SF-04 SF-04 SG SG 6' - 0"2' - 0"2' - 6"6' - 0"2' - 0"2' - 9" 2' - 9" LEVEL A-1 355' -9" SF-01 SGSG SG 1' - 10 5/8" 3' - 3"1' - 1"5' - 1"2' - 0"LEVEL A-1 355' -9" SF-01 SG SG SG1' - 1"5' - 1"2' - 0"LEVEL A-2 366' -3" SF-04 2' - 7"2' - 0"6' - 2"LEVEL A-2 366' -3" SF-04 SF-04 1' - 6"1' - 6"6' - 2"2' - 0"LEVEL A-2 366' -3" SF-04 SG SG SG 3' - 3" 3' - 7"2' - 0"5' - 1"1' - 1"LEVEL A-2 366' -3" SF-041' - 1"5' - 1"2' - 0"DIVIDE EQUALLY 6' - 11" LEVEL A-2 366' -3" SF-04 DIVIDE EQUALLY 18' - 0"1' - 1"5' - 1"2' - 0"LEVEL A-2 366' -3" SF-04 DIVIDE EQUALLY 5' - 2"2' - 0"5' - 1"1' - 1"LEVEL A-2 366' -3" SF-04 SF-04 SGSG SG SGSG SG 3' - 11 1/4" 3' - 3"1' - 1"5' - 1"2' - 0"4' - 8" 3' - 3" LEVEL A-4 386' -5 3/4" SF-03 SG SG SG DIVIDE EQUALLY 4' - 10 1/2"3' - 3" LEVEL A-4 386' -5 3/4" SF-03 SG SG SG 3' - 3" DIVIDE EQUALLY 5' - 7 1/2"5' - 2"2' - 0"LEVEL A-1 355' -9" DIVIDE EQUALLY 21' - 9 3/4"1' - 1"5' - 1"2' - 0"1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 3. VERIFY ALL ROUGH-IN DIMENSIONS FOR STOREFRONT SYSTEM. PROIVDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 4. SIGNAGE FOR REFERENCE ONLY. UNDER SEPERATE SIGN PERMIT. 5. INDICATES SAFETY GLAZING. 6. SEE BUILDING ENVELOPE SHEETS FOR ALL BUILDING ENVELOPE PRODUCT RECOMMENDATIONS, NOTES, SCHEDULES AND DETAILS. STOREFRONT ELEVATION GENERAL NOTES SG SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:39 PM STOREFRONT ELEVATIONS - INTERIOR AA732 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/4" = 1'-0"1 L100 EAST STOREFRONT ELEV. 1/4" = 1'-0"2 L100 NORTH STOREFRONT ELEV. 1/4" = 1'-0"4 L102 NW STOREFRONT ELEV. 1/4" = 1'-0"5 L102 SW STOREFRONT ELEV. 1/4" = 1'-0"6 L103 WEST STOREFRONT ELEV. 1/4" = 1'-0"7 L106 SOUTH STOREFRONT ELEV. 1/4" = 1'-0"8 L114 WEST STOREFRONT ELEV. 1/4" = 1'-0"9 L115 STOREFRONT ELEV. 1/4" = 1'-0"10 L116 STOREFRONT ELEV. 1/4" = 1'-0"11 L202 NW STOREFRONT ELEV. 1/4" = 1'-0"12 L202 SW STOREFRONT ELEV. 1/4" = 1'-0"13 L203 EAST STOREFRONT ELEV. 1/4" = 1'-0"14 L203 SOUTH STOREFRONT ELEV. 1/4" = 1'-0"15 L204 WEST STOREFRONT ELEV. 1/4" = 1'-0"16 L209 EAST STOREFRONT ELEV. 1/4" = 1'-0"17 L209 SOUTH STOREFRONT ELEV. 1/4" = 1'-0"18 NORTH TOWER ELEVATOR LOBBY STOREFRONT ELEV. 1/4" = 1'-0"19 SOUTH TOWER ELEVATOR LOBBY STOREFRONT ELEV. 1/4" = 1'-0"3 L101 NORTH STOREFRONT ELEV. 2 NO. DATE DESCRIPTION AGENDA ITEM #6. c) DRAINAGE FLASHING PEDESTAL PAVER SYSTEM 1X PT WD FURRING VENT STRIP W/BUG SCREEN FCP PANEL FCP PANEL 1X CONT PT WOOD BATTEN WRB ON 5/8" TYPE X GWB ALUM CLOSURE FCP PANEL FCP PANEL VENT STRIP W/BUG SCREEN 1X PT FURRING SOFFIT MATERIAL PER PLANS PRE FIN MTL FLASHING 1/8" 2"CLOSURE TRIM FCP SOFFIT ON FURRING WRB GYP SHEATHING CLOSURE TRIM - PROVIDE 1/8" GAP NO SEALANT BUG SCREEN HORIZONTAL TRIM FCP PANEL ON 1X PT WD BATTENS ALUM CORNER TRIM FCP SIDING WRB 1X PT WD BATTENS GYP BD SHTHNG FCP PANEL 1X CONT PT WOOD BATTEN WRB ON 5/8" TYPE X GWB ALUM CLOSURE FCP PANEL FCP PANEL ALUM VERTICAL TRIM 1X PT WD FURRING SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:42 PM SIDING DETAILS AA800 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 3" = 1'-0"1 FCP SIDING (CEDAR SIM) - BASE FLASHING @ PAVERS 3" = 1'-0"6 FCP SIDING - ANGLED INSIDE CORNER 3" = 1'-0"2 FCP SIDING - BASE FLASHING 3" = 1'-0"7 FCP SIDING - HORIZ EAVE FLASHING 3" = 1'-0"3 FCP SIDING - HORIZ JOINT 3" = 1'-0"11 FCP SIDING - OUTSIDE CORNER @ TYPE V 3" = 1'-0"12 FCP SIDING - VERT INSIDE CORNER 3" = 1'-0"8 FCP SIDING - VERT JOINT NO. DATE DESCRIPTION AGENDA ITEM #6. c) 16' - 8"11' - 0"14' - 10" 16° 16° 16° 1 6 ° 1 6 ° 1 6 °16°16°2 AA801 Sim 1' - 6"3' - 0" 3 AA801 Sim 1' - 0"1' - 8" 2' - 0" 3 AA801 Sim 2' - 2" 2" 2' - 0" SLOPE TO GUTTER clevis and rod here 1' - 6"0' - 7"6"brick vennerbrick wallhardi panelstorefrontSHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 6/14/2021 7:46:45 PM CANOPY DETAILS AA801 20006 Solera Renton Building A BUILDING PERMIT SUBMITTAL June 11, 2021 1/2" = 1'-0"1 CANOPY @ RECESS - PLAN 1 1/2" = 1'-0"2 CANOPY @ RECESS - SECTION 3" = 1'-0"3 CANOPY SECTION NO. DATE DESCRIPTION AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) CBA1918161514567813101119.491217LK9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA8 KEY PLANN6/14/2021AGENDA ITEM #6. c) MNPQSLKM.6P.4R2022219706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA8.1KEY PLANN6/14/2021AGENDA ITEM #6. c) 3 BR3 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR3 BR1 BR2 BR4 BRSTAIR1 BR1 BR2 BR1 BR1 BR191820161514678MNPQS131011LKM.6P.42219.4R9121721DECBA9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9N KEY PLANN6/14/2021AGENDA ITEM #6. c) DECBA3 BR4 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR1 BR3 BR1 BR1 BR191820161514678MNPQS131011LKM.6P.42219.4R91217219706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.1NKEY PLANN6/14/2021AGENDA ITEM #6. c) 3 BR4 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR1 BR3 BR1 BR1 BR191820161514678MNPQS131011LKM.6P.42219.4R9121721DECBA9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.2NKEY PLANN6/14/2021AGENDA ITEM #6. c) 3 BR4 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR1 BR3 BR1 BR1 BR191820161514678MNPQS131011LKM.6P.42219.4R9121721DECBA9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.3NKEY PLANN6/14/2021AGENDA ITEM #6. c) 3 BR4 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR1 BR3 BR1 BR1 BR191820161514678MNPQS131011LKM.6P.42219.4R9121721DECBAQP.4R202 BR1 BR2 BR2 BR2 BR3 BRDC9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.4NKEY PLANN6/14/2021AGENDA ITEM #6. c) 191820161514678MNPQS131011LKM.6P.42219.4R91217213 BR3 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR3 BR1 BR2 BR4 BRSTAIR1 BR1 BR2 BR1 BR1 BRDECBA9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA10N KEY PLANN6/14/2021AGENDA ITEM #6. c) 191820161514678MNPQS131011LKM.6P.42219.4R91217213 BR4 BR2 BR1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR2 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR1 BR3 BR1 BR1 BRDECBA9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA10.1NKEY PLANN6/14/2021AGENDA ITEM #6. c) 1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR2 BR3 BR4 BR3 BR3 BR1 BR1 BR2 BR2 BR2 BR1 BR3 BR1 BR2 BR4 BRSTAIR1 BR2 BR1 BR1 BR2 BR1 BR1 BR16151434567821310111912DEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9SKEY PLANS6/14/2021AGENDA ITEM #6. c) 1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR4 BR3 BR1 BR1 BR1 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR2 BR2 BR4 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR2 BR1 BR1 BR3 BR1 BR1 BR16151434567821310111912DEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.1SKEY PLANS6/14/2021AGENDA ITEM #6. c) 1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR4 BR3 BR3 BR1 BR1 BR1 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR2 BR2 BR4 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR2 BR1 BR1 BR3 BR1 BR1 BR16151434567821310111912DEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.2SKEY PLANS6/14/2021AGENDA ITEM #6. c) 1 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR4 BR3 BR3 BR1 BR1 BR1 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR2 BR2 BR4 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR2 BR1 BR1 BR3 BR1 BR1 BR16151434567821310111912DEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.3SKEY PLANS6/14/2021AGENDA ITEM #6. c) 1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR4 BR4 BR3 BR3 BR1 BR1 BR1 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR2 BR2 BR4 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR2 BR1 BR3 BR1 BR1 BRDEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT3 BRDE345213GG.3316159QSR9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA9.4SKEY PLANS6/14/2021AGENDA ITEM #6. c) 161514345678213101119121 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR2 BR3 BR4 BR3 BR3 BR1 BR1 BR2 BR2 BR2 BR1 BR3 BR1 BR2 BR4 BRSTAIR1 BR2 BR1 BR1 BR2 BR1 BR1 BRDEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA10SKEY PLANS6/14/2021AGENDA ITEM #6. c) 161514345678213101119121 BR1 BR1 BR1 BR1 BR2 BR1 BR2 BR4 BR4 BR2 BR2 BR3 BR3 BR3 BR2 BR4 BR4 BR3 BR1 BR1 BR1 BR2 BR2 BR2 BR1 BR2 BR3 BR3 BR2 BR2 BR4 BR3 BR1 BR2 BR2 BR3 BR3 BR4 BR1 BR2 BR1 BR1 BR3 BR1 BR1 BRDEFGHCBAF.3JG.318161514813119121767810119PQSP.4RT9706 4th Ave NE Suite 300 Seattle, WA 98115 P: 206.523.0024 www.dcgengr.comSA10.1SKEY PLANS6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) 6/14/2021AGENDA ITEM #6. c) VERIFY w/ WINDOW FRAME1 24"12"COVER SHEETKRMKRMBEA0.00TYPICAL HEAD FLASHINGVICINITY MAPSHEET INDEXSITE MAPSITEA.B.AIR BARRIERABV.ABOVEAFFABOVE FINISHED FLOORALALIGNALT.ALTERNATEALUM.ALUMINUMAPPROX.APPROXIMATEARCH.ARCHITECTBEBUILDING ENVELOPEBLDGBUILDINGBLW.BELOWBLKGBLOCKINGB.O.BOTTOM OFCIPCAST-IN-PLACECLGCEILINGCLR.CLEARCMUCONCRETE MASONRY UNITCONC.CONCRETECONT.CONTINUOUSDET.DETAILDIADIAMETERDNDOWNDRDOORDSDOWNSPOUTDWG (S)DRAWING(S)(E)EXISTINGEA.EACHEGEMERGENCY EGRESSELEV.ELEVATOREXT.EXTERIORFAFLUID APPLIEDFAPFFLUID APPLIEDPENETRATION FLASHINGFCFIBER CEMENTFCPFIBER CEMENT PANELFDFLOOR DRAINFECFIRE EXTINGUISHERCABINETFLRFLOORFOUND.FOUNDATIONFRFIRE RATING/FIRE RATEDFTFOOT / FEETFTG.FOOTINGF.V.FIELD VERIFYGA.GAUGEGALV.GALVANIZEDG.C.GENERAL CONTRACTORGWBGYPSUM WALL BOARDGSMGALVANIZED SHEET METALHDHEADHDGHOT-DIPPED GALVANIZEDHDR.HEADERHMDHOLLOW METAL DOORHORZ.HORIZONTALHT.HEIGHTHTSAMHIGH-TEMP SELF-ADHEREDMEMBRANEIN.INCHINSUL.INSULATIONINT.INTERIORLFLINEAL FOOT (FEET)LGFLIGHT GAUGE FRAMINGMANUF.MANUFACTURERMAX.MAXIMUMMECH.MECHANICALMIN.MINIMUMMISCMISCELLANEOUSMRMOISTURE RESISTANTMTLMETAL(N)NEWNFVANET FREE VENT AREANTSNOT TO SCALEo/OVERO.C.ON CENTEROPP.OPPOSITEOPT.OPTIONALPLPROPERTY LINEP.T.PRESSURE TREATEDR.OROUGH OPENINGR.S.RAINSCREENSAMSELF-ADHERED MEMBRANESHTGSHEATHINGSFSQUARE FOOT (FEET)SIM.SIMILARSGDSLIDING GLASS DOORSOGSLAB-ON-GRADESMSHEET METALSPFSPRAY FOAM INSULATIONSSTLSTAINLESS STEELS.S.D.SEE STRUCTURALDRAWINGSTERM.TERMINATIONT&GTONGUE AND GROOVET.O.TOP OFTYP.TYPICALU.N.O.UNLESS NOTEDOTHERWISEVERT.VERTICALw/WITHWDWOODWDWWINDOWWPWATERPROOF(ING)WRBWEATHER RESISTIVEBARRIERABBREVIATIONSMATERIAL SYMBOL KEYUNDISTURBED ORCOMPACTED SOILCONCRETEMASONRY (CMU OR BRICK)EXPOSED WOODCONTINUOUS WOODFRAMINGNON-CONTINUOUSPLYWOODGWB, 58" TYPE-X U.N.O.BATT INSULATIONSPRAY FOAM INSULATIONRIGID INSULATION38" SEALANT JOINT w/BACKER ROD U.N.O.TYPICAL SEALANT JOINT12"SITENOTES:1.24 GAUGE PRE-FINISHED SHEET METAL, U.N.O.2.12" FOLDED END DAMS, EXTEND 12" PAST WINDOWFRAME, EACH SIDE, TYPICAL.NOTES:1.TYPICAL WIDTH TO DEPTH RATIO OF 2:1, STANDARD.2.HYBRID CELL BACKER ROD RECOMMENDED (i.e.NOMANCO SOFROD).3.BACKER ROD TO BE 25% LARGER THAN OPENING,TYPICAL.BUILDING TO BE CONSTRUCTED UNDER THE FOLLOWING JUDICIAL CODES·2018 INTERNATIONAL BUILDING CODE (AS AMENDED BY THE LOCAL JURISDICTION)·2018 WASHINGTON STATE ENERGY CODE·REVISED CODE OF WASHINGTON·EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, v3.0.1AUTHORITY HAVING JURISDICTION·CITY OF RENTONDEVELOPERDEVCO, INC.10900 NE 8TH STREETSUITE 1200BELLEVUE, WASHINGTON 98004ARCHITECTTISCARENO ASSOCIATES, PS1200 6TH AVENUE, SUITE 605SEATTLE, WASHINGTON 98101CONTACT: MICHAEL WILLIS <MichaelW@tiscareno.net>BUILDING ENCLOSURE CONSULTANTOAC SERVICES, INC.2200 1ST AVENUE SOUTHSUITE 200SEATTLE, WASHINGTON 98134CONTACT: KERRY MAY <kmay@oacsvcs.com>THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETSHEET #TITLEREVISIONSPERMIT2021-06091 234501BEA0.00COVER SHEET●02BEA0.01GENERAL BUILDING ENCLOSURE NOTES●03BEA0.02PRODUCT MATRIX●04BEA0.03PRODUCT MATRIX●05BEA0.04AIR BARRIER SECTIONS●06BEA0.05AIR BARRIER DETAILS●07BEA0.06AIR BARRIER DETAILS●08BEA1.00ROOF PLAN●09BEA2.00ELEVATIONS●10BEA2.01ELEVATIONS●11BEA4.00FOUNDATION & PODIUM DETAILS●12BEA4.01FOUNDATION & PODIUM DETAILS●13BEA4.02FOUNDATION & PODIUM DETAILS●14BEA5.00WINDOW WRAP SEQUENCE●15BEA5.01WINDOW & DOOR DETAILS●16BEA5.02WINDOW & DOOR DETAILS●17BEA5.03WINDOW & DOOR DETAILS●18BEA5.04EXTERIOR DETAILS●19BEA5.05EXTERIOR DETAILS●20BEA5.06EXTERIOR DETAILS●21BEA5.07EXTERIOR DETAILS●22BEA6.00ROOF DETAILS●23BEA6.01ROOF DETAILS●24BEA6.02ROOF DETAILS●AGENDA ITEM #6. c) GENERAL BUILDINGENCLOSURENOTESKRMKRMBEA0.01REFER TO ARCHITECTURAL SPECIFICATIONS FOR MORE INFORMATION. THE FOLLOWING NOTES,SPECIFICATIONS AND PRODUCT RECOMMENDATIONS ARE SUBJECT TO OWNER/ DEVELOPER APPROVAL.ALWAYS CONSULT MANUFACTURER'S WRITTEN LITERATURE FOR SURFACE PREPARATION, INSTALLATIONREQUIREMENTS, AND ACCESSORY MATERIALS. NOT ALL PRODUCTS MAY APPLY, VERIFY WITH ARCHITECT. THE PROJECT WILL CONFORM TO THE FOLLOWING CODES AND STANDARDS:·2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL JURISDICTION·2018 WASHINGTON STATE ENERGY CODE (WSEC)·REVISED CODE OF WASHINGTON (RCW)·EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS), VERSION 3.0.1A.GENERAL NOTES1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGSAND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION.2.THE BUILDING ENCLOSURE (BE) DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURALDRAWINGS AND ANY OTHER APPLICABLE DRAWINGS FOR BIDDING PURPOSES ONLY.3.DIMENSIONS PROVIDED ON BUILDING ENCLOSURE DRAWINGS SHALL BE USED FOR BIDDINGPURPOSES ONLY. CONTRACTOR VERIFY ALL DIMENSIONS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.5.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILARDETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THEARCHITECT AND THE BUILDING ENCLOSURE CONSULTANT.6.SPECIAL INSPECTION SHALL BE PERFORMED BY A WABO CERTIFIED TESTING AGENCY DESIGNATEDBY THE ARCHITECT AND APPROVED BY THE OWNER. INSPECTION AGENCIES DUTIES SHALL INCLUDETHE FOLLOWING:a.VERIFICATION OF STRUCTURAL MEMBER SIZESb.VERIFICATION OF SPECIFIED STRESS GRADES OF STRUCTURAL MEMBERSc.INSPECTION OF FRAMING ANCHORS, AND BOLTED AND NAILED CONNECTIONSd.INSPECTION OF SHEATHING NAILING SIZE, SPACING, AND INSTALLATIONe.INSPECTION FOR COMPLETENESS OF STRUCTURAL SYSTEM AS DESCRIBED IN THECONTRACT DOCUMENTS7.PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASEDON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER ISRESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALLNECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL ORSTRUCTURAL DRAWINGS.8.ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BEPRESSURE-TREATED WITH AN APPROVED PRESERVATIVE. ALL REPLACEMENT DECK POSTS SHALLBE PRESSURE-TREATED.B.SPECIFICATIONS: REFER TO PROJECT SPECIFICATION MANUAL ISSUED AS PART OF THE CONTRACTDOCUMENTS AND SHEETS BE0.02 AND BE0.03 (RECOMMENDED PRODUCT MATRIX) FOR INFORMATIONSUPPLEMENTAL TO THESE DRAWINGS.C.COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THEDRAWINGS; TO CONFIRM AND CORRELATE ALL QUANTITIES AND DIMENSIONS; FOR SELECTINGFABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING THE WORK IN A SAFEAND RESPONSIBLE MANNER.D.DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS,DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALLGOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENCLOSURECONSULTANT AND ARCHITECT BEFORE PROCEEDING WITH THE WORK.E.PROJECT CLOSE-OUT: PROJECT CLOSE-OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLEWSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS, AND FENESTRATION NFRC RATINGCERTIFICATIONS.F.THE AIR BARRIER SYSTEM1.AIR LEAKAGE - THERMAL ENVELOPE (MANDATORY) - THE AIR BARRIER SYSTEM SHALL HAVE THEFOLLOWING CHARACTERISTICS, PER THE 2018 WASHINGTON STATE ENERGY CODE, SECTION C402.5.2.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE.THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THEBUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANYCOMBINATION THEREOF.a.THE TYPICAL LINE OF THE AIR BARRIER SHOULD BE TREATED AT THE EXTERIOR OF THEWALL (AIR- AND WATER-BARRIER, "AWB"), INTEGRATED WITH THE GLAZING ANDPENETRATIONS, AND CONNECTED TO THE ROOF ASSEMBLY (AT TOP PLATE TO RAFTERCONNECTION - ATTIC SPACE NOT INCLUDED) AND POST-TENSIONED CONCRETE PODIUMSLAB (WHERE APPLICABLE). SUBSEQUENT LOWER FLOORS ARE ENCOMPASSED IN THEAIR BARRIER THROUGH THE CONCRETE CAST-IN-PLACE SLAB & FOUNDATION WALLS, ANDEXTERIOR WALL ASSEMBLIES, SIMILAR TO AS NOTED ABOVE. PENETRATIONS WITHINSHARED PARTY WALL GWB SHOULD BE MINIMAL TO PREVENT LATERAL AIR LOSS BETWEENUNITS AND PENETRATIONS THROUGH THE GWB WALLS. GWB CEILINGS ARE TO BE SEALEDAND PRECISE.3.COMPONENTS TO BE ADDRESSED ARE AS FOLLOWS (BUT NOT LIMITED TO):a.RIM JOIST BAY AT EXTERIOR WALLSb.BASE OF WALL AT GROUND FLOORc.WINDOW & DOOR PENETRATIONSd.EXTERIOR WALL PENETRATIONS (HOSE BIBS, SPRINKLERS, LIGHT FIXTURES, PIPES, ETC.)e.VENT PENETRATIONS THROUGH EXTERIOR WALL AND/OR ROOFf.PENETRATIONS THROUGH CONCRETE WALLS (WITH ADJACENT CONDITIONED SPACE).4.C402.5.1.2 BUILDING TESTa.THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THEBUILDING ENVELOPE SHALL NOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCEINTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BYTHE CODE OFFICIAL.b.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUALINSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BESEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THECORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDINGOWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THELEAKAGE AIR RATE WILL BE WAIVED.c.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THETEST COMPLETED AGAIN. A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.5.REFERENCE SHEET BE0.04 FOR TYPICAL BUILDING SECTIONS DEPICTING THE RECOMMENDED LINEOF THE AIR BARRIER AND SHEET BE0.05 FOR TYPICAL AIR BARRIER CONTINUITY AND CONNECTIONDETAILS.G.WEATHER-RESISTIVE BARRIER (WRB)1.THE WEATHER-RESISTIVE BARRIER (WRB) SHALL BE INSTALLED CONTINUOUSLY IN A MONOLITHICSTYLE. THE WRB SHALL ENCOMPASS ALL CONDITIONED SPACES ADJACENT TO THE EXTERIORELEMENTS; CONNECTING THE BELOW GRADE WATERPROOFING SYSTEM TO THE CONCRETE PODIUMTO THE FRAMED WALL PANELS AND ROOFING. THIS INCLUDES ALL PENETRATIONS INCLUDINGWINDOWS AND DOORS AND EXTERIOR WALL PENETRATIONS. REFER TO THE BUILDING ENCLOSURESHEETS FOR ADDITIONAL INFORMATION CLARIFYING WATERPROOFING REQUIREMENTS FOR PIPE,DUCT AND SIMILAR PENETRATIONS THROUGH EXTERIOR WALLS. THESE PENETRATIONS MAY BEADDRESSED BY THE USE OF A TARGET DETAIL WITH SEALANT OR BY THE USE OF FLASHING PANELINTEGRATED WITH THE WEATHER-RESISTIVE BARRIER SYSTEM.2.ALL SEAMS (VERTICAL AND HORIZONTAL) ARE TO RECEIVE A CONTINUOUS BEAD OF SEALANT ANDTO BE ROLLED OR PRESSED TO ENSURE A CONTINUOUS SEAL. REFERENCE DETAIL 9/XBE6.01,TYPICAL.3.APPROVED PRODUCTS:a.DuPONT: TYVEK DRAINWRAP4.SUPPLEMENTAL MATERIALS:a.DuPONT: STRAIGHTFLASHb.DuPONT: FLEXWRAP NFc.DuPONT: FLASHING TAPE5.ALTERNATE MATERIALS:a.CONSULT OWNER AND BUILDING ENCLOSURE CONSULTANTH.WINDOW PENETRATION FLASHING SEQUENCE1.REFERENCE APPROVED WINDOW WRAP SEQUENCE - SHEET BE5.002.INSTALL A "PAN" FLASHING ASSEMBLY AT THE SILL AND PENETRATION FLASHINGS AT THE JAMBSAND HEAD FOR STOREFRONT AND FLANGED WINDOW ASSEMBLIES. PENETRATION FLASHINGSYSTEM TO BE CONTINUOUS AT HEAD, JAMBS, AND SILL; SEAL CORNERS WITH FLEXIBLE MEMBRANE(SAM), PER THE WINDOW WRAP SEQUENCE. THIS PENETRATION FLASHING WILL PROTECT THEFRAMING AND DIRECT SUBSEQUENT MOISTURE TO THE SILL AND EJECT TO THE EXTERIOR.3.AFTER STOREFRONT OR FLANGED WINDOWS ARE INSTALLED, PROVIDE A CONTINUOUS SEALANTJOINT WITH BACKER ROD AT THE INTERIOR SHOULDER OF THE WINDOW/DOOR. SIZE THE ROUGHOPENING TO ALLOW FOR THE INSTALLATION OF A SEALANT JOINT AND BACKER ROD. SEALANTJOINT TO BE A MINIMUM OF 3/8”. OAC RECOMMENDS A HYBRID BACKER ROD (RECOMMENDEDPRODUCT: NOMACO: SOF ROD).I.EXPOSED METAL FLASHING1.FOR WINDOW AND SLIDING GLASS DOOR HEADS, BOTTOM WALL, DECK EDGE, ROOFING, TRIM, ANDOTHER EXPOSED METAL FLASHING.a.PROVIDE A 24 GAUGE, PRE-FINISHED SHEET METAL FLASHING WITH A "KYNAR 500" FINISH(OR AS NOTED ON DRAWINGS).b.PROVIDE 0.025-INCH STAINLESS STEEL FLASHING ON ROOFS, UNLESS NOTED OTHERWISEIN THE DRAWINGS.J.NON-EXPOSED METAL FLASHING1.FOR SADDLES, BOOTS, AND OTHER NON-EXPOSED METAL FLASHING.a.PROVIDE A 24 GAUGE, FULLY SOLDERED SHEET METAL, HOT-DIPPED GALVANIZED G-90,UNLESS NOTED OTHERWISE IN THE DRAWINGS.2.EXTERIOR WALL PENETRATION FLASHING PANELS (WHERE APPLICABLE).a.WEATHERPROOFING PRODUCTS INC.: QUICKFLASHK.INTERIOR VAPOR BARRIER·NOTE: PER TYPICAL AIR BARRIER REQUIREMENTS, CEILING FIXTURES TO BE ABAA-CERTIFIED ORSEALED TO GWB CEILING, TYPICAL.1.VERTICAL / HORIZONTAL VAPOR BARRIER (IF DIFFERENT FROM THE WEATHER-RESISTIVE BARRIER -SEE SECTION A).2.APPROVED PRODUCTS:a.BENJAMIN MOORE: ULTRA SPEC LATEX VAPOR BARRIER PRIMER SEALER 573 (PVA PAINT) -MEETS OR EXCEEDS ESDS v3.0 VOC LIMIT (100 g/L).L.HORIZONTAL WATERPROOFING MEMBRANE1.TO BE INSTALLED MONOLITHICALLY DIRECTLY TO THE CONCRETE PODIUM AT LOCATIONS OVERCONDITIONED SPACE (ACTING AS A ROOF).a.INSULATION TO BE INSTALLED PER WSEC REQUIREMENTS AT UNDERSIDE OF CONCRETEPODIUM.b.MEMBRANE TO BE INSTALLED MONOLITHICALLY WITH DRAINS, PENETRATIONS, ANDADJACENT ROUGH OPENINGS.c.REFER TO MANUFACTURER'S WRITTEN LITERATURE FOR RECOMMENDED DETAILS.2.APPROVED PRODUCTS:a.CETCO: STRATASEAL HRb.AMERICAN HYDROTECH: MM6125M.WINDOW & STOREFRONT TESTING1.FIELD WATER PENETRATION RESISTANCE TESTING2.PERFORMANCE REQUIREMENTS:a.GENERAL: PROVIDE FIBERGLASS WINDOWS CAPABLE OF COMPLYING WITHPERFORMANCE REQUIREMENTS INDICATED, BASED ON TESTING MANUFACTURER'SWINDOWS THAT ARE REPRESENTATIVE OF THOSE SPECIFIED, AND THAT ARE OF TESTSIZE REQUIRED BY AAMA/WDMA 101/I.S.2/NAFS.b.NO WATER LEAKAGE AS DEFINED IN AAMA/WDMA/CSA REFERENCED TEST METHODS AT AWATER TEST PRESSURE EQUALING THAT INDICATED, WHEN TESTED ACCORDING TOAAMA/WDMA/CSA 101/I.S.2/A440, WATER PENETRATION RESISTANCE TEST.3.TESTING SERVICES: TESTING AND INSPECTION OF INSTALLED WINDOWS AND SLIDING DOORS SHALLTAKE PLACE AS FOLLOWS:a.TESTING METHODOLOGY: TESTING OF WINDOWS FOR WATER RESISTANCE SHALL BEPERFORMED ACCORDING TO ASTM E 1105.4.FIELD WATER RESISTANCE TESTING PRESSURES:a.FIBERGLASS-FLANGED WINDOWS AND SLIDING GLASS DOORS - FIELD WATER RESISTANTTEST PRESSURE = AS INDICATED ON THE MANUFACTURER-PROVIDED LABEL BUT NO LESSTHAN 3.0 PSF.b.ALUMINUM WINDOWS - FIELD WATER RESISTANT TEST PRESSURE = AS INDICATED ON THEMANUFACTURER-PROVIDED LABEL BUT NO LESS THAN 6.24 PSF.5.FIELD WATER RESISTANCE TESTING PROCEDURES:a.TEST PRESSURE: TWO-THIRDS TIMES DESIGN TEST PRESSURE REQUIRED TO DETERMINECOMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 PERFORMANCE GRADE INDICATED ORAS SPECIFIED.b.ALLOWABLE WATER INFILTRATION: NO WATER PENETRATION.6.TESTING EXTENT: ONE FLANGED WINDOW AND SLIDING DOOR AND STOREFRONT OF EACH TYPE(TYPICALLY LARGEST, MOST COMMON CONFIGURATION) AS SELECTED BY ARCHITECT OR BUILDINGENVELOPE CONSULTANT. TESTING SHALL OCCUR AFTER PERIMETER SEALANTS HAVE CURED.7.FAILED WATER TESTED ASSEMBLIES SHALL BE CORRECTED OR REPAIRED ON A WHOLESALE BASISBY THE MANUFACTURER AND CONTRACTOR, AND BE RE-TESTED UNTIL SPECIFIC WINDOW TYPEPASSES TWO CONSECUTIVE TESTING WITHOUT A FAILURE.8.REMEDIATE OR REMOVE AND REPLACE NON-COMPLYING WINDOWS AND DOORS AND RE-TEST, ASSPECIFIED ABOVE.9.ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TODETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.10.PREPARING FOR TEST AND INSPECTION REPORTS.a.ADJUSTING, CLEANING, AND PROTECTION.b.LUBRICATE HARDWARE AND MOVING PARTS.c.ADJUST OPERATING PANELS AND SCREENS TO PROVIDE A TIGHT FIT AT CONTACT POINTSAND WEATHER STRIPPING FOR SMOOTH OPERATION, WITHOUT BINDING, ANDWEATHERTIGHT CLOSURE.d.ADJUST HARDWARE FOR PROPER ALIGNMENT, SMOOTH OPERATION, AND PROPERLATCHING WITHOUT UNNECESSARY FORCE OR EXCESSIVE CLEARANCE.e.CLEAN FRAME SURFACES IMMEDIATELY AFTER INSTALLING SLIDING DOORS. COMPLY WITHMANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING ANDMAINTENANCE. AVOID DAMAGING PROTECTIVE COATINGS AND FINISHES. RECOMMENDTEMPORARY COVERING OF SILL TRACK TO PREVENT CONSTRUCTION DEBRIS FROMCLOGGING WEEPS.f.CLEAN GLASS IMMEDIATELY AFTER INSTALLING WINDOWS AND SLIDING DOORS. COMPLYWITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING ANDMAINTENANCE. REMOVE NONPERMANENT LABELS AND CLEAN SURFACES.g.REMOVE AND REPLACE GLASS THAT HAS BEEN BROKEN, CHIPPED, CRACKED, ABRADED,OR DAMAGED DURING CONSTRUCTION PERIOD.h.PROTECT STOREFRONT, WINDOW AND SLIDING DOOR SURFACES FROM CONTACT WITHCONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. INADDITION, MONITOR SLIDING DOOR SURFACES ADJACENT TO AND BELOW EXTERIORCONCRETE AND MASONRY SURFACES DURING CONSTRUCTION FOR PRESENCE OF DIRT,SCUM, ALKALINE DEPOSITS, STAINS, OR OTHER CONTAMINANTS. IF CONTAMINATINGSUBSTANCES DO CONTACT SLIDING DOOR SURFACES, REMOVE CONTAMINANTSIMMEDIATELY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.i.RE-FINISH OR REPLACE STOREFRONTS, WINDOWS AND SLIDING DOORS WITH DAMAGEDFINISHES.j.REPLACE DAMAGED COMPONENTS.N.AIR LEAKAGE TESTING1.REFERENCE SECTION A.2.AIR LEAKAGE RESISTANCE: MAXIMUM RATE NOT MORE THAN INDICATED WHEN TESTED ACCORDINGTO AAMA/WDMA/CSA 101/I.S.2/A440, AIR LEAKAGE RESISTANCE TEST. REFER TO 2015 WSEC AND/ORESDS VERSION 3.0.1 (WHICHEVER IS MORE STRINGENT).a.MAXIMUM RATE: 0.3 CFM/SQ. FT. OF AREA AT AN INWARD TEST PRESSURE OF 1.6 LBS./SQ.FT.3.TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS ANDINSPECTIONS. TESTING AND INSPECTING AGENCY WILL INTERPRET TESTS AND STATE IN EACHREPORT WHETHER TESTED WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS.4.AIR-INFILTRATION TESTING:a.REFER TO ASTM E 779 FOR TESTING PROCEDURE AND REQUIREMENTS.O.MOCK-UPS1.PER ESDS, VERSION 3.0.1, SECTION 7.13B (OPTION #2), PROVIDE FULL-SIZE MOCK-UPS OF ALLENVELOPE PENETRATIONS, REVIEWED BY THE ARCHITECT OR INDEPENDENT ENVELOPECONSULTANT, AND MADE AVAILABLE FOR REFERENCE ON THE CONSTRUCTION SITE THROUGHOUTTHE CONSTRUCTION PERIOD.P.SEALANT PULL TESTS1.CONDUCT PULL TESTS TO VERIFY ADHESION.2.ARRANGE FOR SEALANT MANUFACTURER, APPROVED REPRESENTATIVE, OR BUILDING ENCLOSURECONSULTANT TO PERFORM TESTS.3.CONDUCT PERIODIC PULL TESTS THROUGHOUT THE COURSE OF CONSTRUCTION. RECOMMENDMINIMUM THREE (3) TESTS.4.COORDINATE WITH SEALANT MANUFACTURER'S INSTALLATION DOCUMENTS REGARDING SURFACEPREPARATION AND PRIMING REQUIREMENTS.Q.SITE VISITS1.CONTRACTOR RESPONSIBLE FOR SCHEDULING PERIODIC SITE VISITS FOR BUILDING ENCLOSURECONSULTANT WITH A CONTRACTOR REPRESENTATIVE TO DISCUSS THE AS-BUILT CONDITIONS,DETAILS, AND SITE QUESTIONS.2.THE FOLLOWING "MILESTONES" ARE TO BE COORDINATED WITH OAC TO MAKE SITE OBSERVATIONSONCE COMMENCED (1-2 DAYS AFTER PHYSICAL INSTALL START)a.BELOW-GRADE WATERPROOFING SYSTEM (BENTONITE PANEL, DRAINAGE MAT,PENETRATIONS THROUGH SYSTEM, TRANSITION DETAILING, DRAINAGE TIE-IN)b.HORIZONTAL WATERPROOFING SYSTEM (LAYOUT AND PRE-STRIPPING, INITIAL INSTALLAND DETAILING, TERMINATIONS)c.PANEL WATERPROOFING, ROUGH OPENING PENETRATION FLASHING, WINDOWINSTALLATION (INSTALLED OFF-SITE - VISITS TO BE COORDINATED WITHINSTALLER/CONTRACTOR, TYPICAL)d.WEATHER-RESISTIVE BARRIER TIE-IN (ON-SITE DETAILING, SLAB EDGE, TERMINATIONS,TIE-IN TO OTHER SYSTEMS)e.ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEMS (PENETRATION FLASHING, SUB SILLPAN INSTALLATION, INTEGRATION WITH WRB)f.ROOFING (VAPOR BARRIER, INSULATION, PROTECTION LAYER, DRAINAGE DETAILING,TRANSITIONS, PARAPETS, OVERBURDEN)3.REQUIRES MINIMUM 24 HOURS NOTICE PRIOR TO SITE VISIT4.CLIENT TO PROVIDE REPORT DISTRIBUTION LISTTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETAGENDA ITEM #6. c) SECTION 01 40 00 QUALITY ASSURANCEAIR BARRIER REQUIREMENTSTHE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANYFURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THE TEST COMPLETED AGAIN. A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.AIR BARRIER PRE-CONSTRUCTION MEETINGHOLD BUILDING ENVELOPE PRE-CONSTRUCTION MEET AT CONSTRUCTION COMMENCEMENT. DISTRIBUTE CONTACT INFORMATION AND REVIEW ROLES AND RESPONSIBILITIES IN REGARDS TO THE ARCHITECT, BUILDING ENCLOSURE CONSULTANT, GENERAL CONTRACTOR, TESTING AGENCY, AND ANY APPLICABLE TRADES. DISCUSS OBSERVATION SCHEDULE, FIELD REPORTING, SUBMITTALS,SUBSTITUTION REQUESTS, FIELD TESTING, CONSTRUCTION SEQUENCING, AND GENERAL REQUIREMENTS.PRE-INSTALLATION MEETINGHOLD INDIVIDUAL PRE-INSTALLATION MEETINGS, AS NECESSARY, PRIOR TO THE START OF WORK OF EACH ENCLOSURE-RELATED TRADE WORK (I.E. INSULATION, ROOFING, WEATHER BARRIERS, WINDOW INSTALLATION, SIDING, ETC.) TO ENSURE PROPER COORDINATION AND INSTALLATION OF THE BUILDING ENVELOPE SYSTEMS. REPRESENTATIVE OF ALL INVOLVED PARTIES SHOULD BE PRESENTINCLUDING OWNER, GENERAL CONTRACTOR, SUBCONTRACTOR, ARCHITECT, BUILDING ENCLOSURE CONSULTANT, AND SPECIFIC PRODUCT MANUFACTURER REPRESENTATIVES. APPLICABLE SUBMITTAL ITEMS SHOULD BE REVIEWED AND APPROVED PRIOR TO PRE-INSTALLATION MEETINGS.TRADE CONTRACTOR'S ARE ENCOURAGED TO PROVIDE VALUE ENGINEERING SUGGESTIONS AND MAY SUBMIT ALTERNATE PRODUCTS FOR REVIEW AND APPROVAL BY OWNER/CONTRACTOR AND ARCHITECT/BUILDING ENVELOPE CONSULTANT. ALLOW ADDITIONAL TIME FOR REVIEW AND APPROVALS.MOCK-UPSEACH TRADE CONTRACTOR SHALL COMPLETE A MOCK-UP OF THEIR WORK TO DETAIL THE CORRECT MATERIALS, METHODS, SEQUENCING, AND INTERFACING OF THEIR WORK WITH OTHER TRADES FOR REVIEW AND APPROVAL BY OWNER/CONTRACTOR AND BUILDING ENVELOPE CONSULTANT. THE MOCK-UP WILL SERVE AS THE APPROVED METHOD OF INSTALLATION AND THE MODEL FOR ALLWORK IN PLACE ON THE PROJECT. THE MOCK-UP WILL BE FREE STANDING, OR COMPLETED AS AN INTEGRAL PART OF FINAL WORK IN PLACE AT THE DISCRETION OF THE OWNER.SPECIFICATION NUMBERPRODUCTAPPLICATIONPRODUCT RECOMMENDATIONSCOMMENTSPRIMARYALTERNATE(S)03 30 00CAST IN PLACE CONCRETEPENETRATING SEALER (CLEAR)WATER REPELLANT FOR EXPOSED C.I.P. WALLS ENCOMPASSINGCONDITIONED SPACESBASF: MASTERPROTECT H1000TREMCO: TREMGARD HBTNEMEC: DUR A PELL 100W.R. MEADOWS: PENTREAT 244-100ELASTOMERIC WATERPROOFINGWATERPROOF COATING AT EXPOSED CMU WALLS ENCOMPASSINGCONDITIONED SPACES, EQUIPMENT ROOMS, OR STORAGE ROOMS(RECOMMENDED OVER WATER REPELLANT)BASF: MASTERPROTECT EL 750TNEMEC: ENVIRO-CRETE 156DOWSIL: ALLGUARD04 43 13ADHERED STONE MASONRYPENETRATING SEALER (CLEAR)WATER REPELLANT FOR EXPOSED STONE VENEERSENCOMPASSING CONDITIONED SPACESBASF: MASTERPROTECT H1000TREMCO: TREMGARD HBTNEMEC: DUR A PELL 100W.R. MEADOWS: PENTREAT 244-100WATER REPELLANT & ANTI-GRAFFITI COATING(CLEAR)WATER REPELLANT AND ANTI-GRAFFITI COATING FOR STONEVENEERS ENCOMPASSING CONDITIONED SPACESPROSOCO: BLOK-GARD & GRAFFITI CONTROL IITNEMEC: DUR A PELL 100EVONIK: PROTECTOSIL07 11 13BITUMINOUS DAMP PROOFINGCOLD-APPLIED EMULSIFIED-ASPHALT MEMBRANEEXTERIOR WALLS IN CONTACT WITH EARTHWORK OR OTHERBACKFILL (NON-WATERPROOFING)BASF: MASTERSEAL 610W.R. MEADOWS: SEALMASTIC EMULSIONKARNAK: 83 FIBERED DAMP PROOFINGCANNOT BE USED IN LIEU OF A WATERPROOFING MEMBRANE - DO NOT USE WHEN ADJACENT TOCONDITIONED SPACE.07 14 20HOT- OR COLD-FLUID APPLIEDWATERPROOFINGHOT FLUID-APPLIED POLYUREA MEMBRANE SYSTEMFOUNDATION WATERPROOFING, OR BELOW TOPPING SLABS ANDPAVERS. INSTALL WITH PROTECTION BOARD (OR DRAIN MAT) OVERMEMBRANEVERSAFLEX: FSS 45DC-FINSTALLED OVER 1" CLOSED-CELL, 3-POUND SPRAY FOAMGEO-COMPOSITE DRAINAGE MATDRAINAGE PLANE COLLECTOR AND CONNECTION TO PIPEDDRAINAGE SYSTEMCARLISLE: MIRADRAINCETCO: AQUADRAINGCP APPLIED TECHNOLOGIES: HYDRODUCTVERIFY APPLICABLE DRAIN MAT FOR THE CONDITIONS BEING INSTALLED (I.E. COMPRESSIVE STRENGTH,DRAINAGE CAPABILITIES, ETC.).HOT FLUID-APPLIED RUBBERIZED ASPHALTMEMBRANETROWEL OR ROLL-APPLIED WATERPROOFING MEMBRANE ATCOURTYARDCETCO: STRATASEAL HRAMERICAN HYDROTECH 6125 MMTREMCO: TREMPROOF 610007 18 13PEDESTRIAN TRAFFIC COATINGSHORIZONTAL WATERPROOFING SYSTEMWATERPROOFING MEMBRANE FOR PEDESTRIAN TRAFFICSURFACESVERSAFLEX: FSS 45DC-F07 26 00VAPOR RETARDERSVAPOR RETARDERPAINTABLE VAPOR RETARDER AND AIR BARRIER PAINT (PVA)BENJAMIN MOORE: ULTRA SPEC LATEX VAPOR BARRIERPRIMER SEALER 573SHERWIN WILLIAMS: PVA INTERIOR LATEX PRIMER &SEALERVERIFY PRODUCTS ARE COMPLIANT WITH ESDS REQUIREMENTS.VAPOR RETARDERUNDER CONCRETE SLAB-ON-GRADE CONDITIONS ENCOMPASSINGCONDITIONED SPACESSTEGO INDUSTRIES: STEGO WRAP 15-MILVIPER II: VAPORCHECK 15-MILINSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ACCESSORIES.07 25 00WEATHER BARRIERSWEATHER-RESISTIVE BARRIER SHEET MEMBRANEMECHANICALLY ATTACHED SHEET MEMBRANE BEHIND SIDING ATCMU/FRAMED WALLS. APPROVED FOR AIR BARRIER APPLICATIONS(NON-EXPOSED CLADDING ASSEMBLIES)DUPONT: TYVEK DRAINWRAPVAPROSHIELD: WRAPSHIELD ITDORKEN: DELTA-VENT SKINGSPAN: GREENGUARD C2000INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS.ACCESSORY MATERIALS: ROUGH OPENING FLASHINGSHEET MEMBRANE FOR WINDOWS AND DOORS PENETRATIONFLASHINGDUPONT: TYVEK DRAINWRAPDUPONT: TYVEK COMMERCIAL WRAPVAPROSHIELD: WRAPSHIELD IT/SAACCESSORY MATERIALS: ROUGH OPENING FLASHINGADHESIVE MEMBRANE AND SILL FLASHING COMPONENTS OFPENETRATION FLASHING SYSTEMDUPONT: FLASHING TAPEDUPONT: FLEXWRAP NFVAPROSHIELD: VAPROTAPEDORKEN: DELTA-MULTI BANDDORKEN: DELTA-FLASHINGDORKEN: DELTA-FLEXX-BANDSIGA: WIGLUV ## (TAPE)NICHIGO: G-TAPEACCESSORY MATERIALS: COMPOSITE FLASHINGPANELSFLASHING PANELS AT STANDARD PENETRATIONS (ELECT. BOXES,VENTS, PIPES, HOSE BIBS, ETC.)WEATHERPROOFING PRODUCTS: QUICKFLASHACCESSORY MATERIALS: SELF-ADHESIVE MEMBRANE("SAM")SELF-ADHERED MEMBRANE AT BUILDING TRANSITIONS ANDUNIQUE CONDITIONS THAT MAY NOT BE COVERED BY PRIMARYWRB SYSTEMGCP APPLIED TECHNOLOGIES: VYCORPROTECTOWRAP: PS 45DUPONT: FLASHING TAPEH&B: TEXTROFLASHVERIFY SUBSTRATE/WRB/ROOFING COMPATIBILITIES PRIOR TO INSTALLING.ACCESSORY MATERIALS: FOIL-FACEDSELF-ADHESIVE MEMBRANEFOIL-FACED SELF-ADHERED MEMBRANE FOR USE AT SLAB EDGESAND STOREFRONT ROUGH OPENING PENETRATIONSPROTECTOWRAP: PS 45TREMCO: EXOAIR FOIL FLASHINGW.R. MEADOWS: AIR-SHIELD ALUMINUM FLASHINGACCESSORY MATERIALS: HIGH-TEMPERATURESELF-ADHESIVE MEMBRANE ("HTSAM")SELF-ADHERED MEMBRANE BELOW SHEET METAL CONDITIONSSUBJECTED TO HIGHER TEMPERATURESGCP APPLIED TECHNOLOGIES: ULTRAGCP APPLIED TECHNOLOGIES: ICE & WATER SHIELDTREMCO: EXOAIR 111HENRY: BLUESKIN PE200HTPROTECTOWRAP: JIFFY SEAL HT07 54 19POLYVINYL-CHLORIDE (PVC)ROOFINGSINGLE-PLY SHEET MEMBRANE ROOFINGLOW-SLOPE ROOFING - 60-MIL MINIMUMGAF: EVERGUARD PVCCARLISLE: SURE-FLEX PVCSIKA: SARNAFIL PVC07 54 23THERMOPLASTIC (TPO) ROOFINGSINGLE-PLY SHEET MEMBRANE ROOFINGLOW-SLOPE ROOFING - 60-MIL MINIMUMGAF: EVERGUARD EXTREME TPOCARLISLE: SURE-WELD TPOJOHNS MANVILLE: JM TPOPRODUCTMATRIXKRMBEA0.02THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETAGENDA ITEM #6. c) SPECIFICATION NUMBERPRODUCTAPPLICATIONPRODUCT RECOMMENDATIONSCOMMENTSPRIMARYALTERNATE(S)07 62 00SHEET METAL FLASHING ANDTRIMPRE-FINISHED EXPOSED FLASHINGSEXPOSED METAL FLASHINGS24 GAUGE, PRE-FINISHED SHEET METAL WITH KYNARFINISH (SEAL SEAMS WITH COLOR MATCHED SEALANT)24 GAUGE, PRE-FINISHED ALUMINUM (CANNOT BE INCONTACT WITH STEEL)SHEET METAL FLASHINGSBOOT AND SADDLE FLASHINGS BEHIND CLADDING SYSTEMS24 GAUGE, FULLY SOLDERED, GALVANIZED G-90 SHEETMETAL (FOR CONCEALED)0.025" STAINLESS STEEL, FULLY SOLDERED SHEETMETAL (FOR EXPOSED)FLEXIBLE COMPOSITE FLASHINGSFLEXIBLE THROUGH-WALL FLASHINGSGCP APPLIED TECHNOLOGIES: PERM-A-BARRIER WALLFLASHINGYORK: VARIOUSCARLISLE: CCW-705-TWF07 92 00EXTERIOR JOINT SEALANTSINGLE-COMPONENT POLYSULFIDE SEALANTTYPICAL CONCRETE/ MASONRY SEALANT - GUN GRADE, NONSAG(VERTICAL)PACIFIC POLYMERS: ELASTOSEAL 230 TYPE IW.R. MEADOWS: DECK-O-SEALPOLYMERIC SYSTEMS: PSI7000SINGLE-COMPONENT SILANE-TERMINATEDPOLYETHER SEALANT (OR HYBRID)EXTERIOR SEALANT JOINTS AT METAL PANEL AND OTHERPAINTED SURFACESBASF: MASTERSEAL NP 150BASF: MASTERSEAL SL 100TREMCO: DYMONIC FCSINGLE-COMPONENT POLYURETHANE SEALANTGENERAL EXTERIOR SEALANT JOINTSBASF: MASTERSEAL NP 100TREMCO: DYMOINC 100PECORA: DYNATROL 1-XLSIKA: SIKAFLEX 1ASIKA: SIKAFLEX 15LMSILICONE SEALANTEXTERIOR NON-PAINTED SURFACESDOWSIL: 795 SILICONE SEALANTTREMCO: SPECTRUM 1GE SILICONES: SCS2700 SILPRUF LMSILICONE SEALANTAIR BARRIER SEALANT (NON-EXPOSED)DOWSIL: 758 WEATHER BARRIER SEALANTTREMCO: TREMSIL 600SIKA: SIKASIL GPSILICONE SEALANTCMU/ MASONRY/ CONCRETE JOINTS (HORIZONTAL)DOWSIL: 790 SILICONE SEALANTPOLYETHER-ADHESIVE SEALANTCMU/ MASONRY/ CONCRETE JOINTS (HORIZONTAL)CHEMLINK: M-1BACKER RODSEALANT BACKINGNOMACO: SOF ROD (HYBRID-CELL, RECOMMENDED)W.R. MEADOWS: CERA-ROD (CLOSED-CELL)NOMACO: HBR (CLOSED-CELL)PRODUCTMATRIXKRMBEA0.03THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETAGENDA ITEM #6. c) LEVEL A-2LEVEL A-3LEVEL A-4LEVEL A-5LEVEL A-6LEVEL A-7LEVEL A-1TOP PL ALEVEL A-P1LEVEL A-2LEVEL A-3LEVEL A-4LEVEL A-5LEVEL A-6LEVEL A-7LEVEL A-1TOP PL ALEVEL A-P1PARKINGAIR BARRIERSECTIONSTAKRMBEA0.042SCALE: 1/8" = 1'-0"LONGITUDINAL SECTION1SCALE: 1/8" = 1'-0"PARTIAL SECTIONSHEET NOTES:1.CONFORMANCE WITH 2018 WASHINGTON STATE ENERGY CODE (WSEC), C402.5.1.2 BUILDING TESTa.THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALLNOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) ATTHE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHODAPPROVED BY THE CODE OFFICIAL.b.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUAL INSPECTION OF THE AIR BARRIERSHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONALREPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THEBUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATEWILL BE WAIVED.c.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THE TEST COMPLETED AGAIN.A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.2.REFERENCE SHEET BE0.01 FOR TYPICAL AIR BARRIER REQUIREMENTS, SCOPE OF WORK, AND GENERAL BUILDINGENCLOSURE NOTES.3.REFERENCE SHEETS BE5.03 - BE5.06 FOR TYPICAL EXTERIOR WALL PENETRATION DETAILS.4.CONTRACTOR TO CONSULT ARCHITECT AND/ OR BUILDING ENCLOSURE CONSULTANT PRIOR TO INSTALLING UNIQUETRANSITIONS NOT COVERED IN THE DRAWING SET.5.ROOF ASSEMBLY INSULATION SHALL HAVE A MINIMUM R-VALUE OF 38 WHEN INSULATION PLACED IN ENTIRELY ABOVE THEROOF DECK AND R-30 AT UNDER-SIDE OF PODIUM FLOOR SLAB (TABLE C402.1.3.).6.ALL RELIEF, OUTSIDE AIR INTAKE, AND EXHAUST OPENINGS SHALL BE PROVIDED WITH DAMPERS IN ACCORDANCE WITHMECHANICAL SECTION C403.7.87.ALL RECESSED LIGHTING FIXTURES SHALL BE IC RATED AND HAVE AN AIR LEAKAGE RATING NOT GREATER THAN 2CFMPER ASTM E283.LINE OF AIR BARRIERWRB SEALED @ TOPPLATE, TYP.WRB SEALED @ SLAB EDGE/BASE OF WALL, TYP.WRB CONTINUOUSTHROUGH DECKLEDGERS, TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETBEA5.0312BEA0.052BEA0.067BEA0.05xBEA0.056BEA4.0010BEA0.067BEA0.052BEA4.012BEA6.004BEA6.015BEA6.014BEA4.0012BEA4.006BEA0.052TYP.TYP.BEA0.053TYP.BEA0.054TYP.BEA6.018TYP.SIM.BEA0.067AGENDA ITEM #6. c) 12"4"SEALANT AIR SEAL AROUND PERIMETER OF SILL PLATE SEAL BOT. EDGE OF WRB SEAL BETWEEN THE BIB FLANGE AND BLOCKING w/ SILICONE SEALANT HOSE BIB, TYP. WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. SEAL WRB TO VERTICAL LEG OF FLASHING, TYP. EXTERIOR RATED ELECTRICAL BOX EXTERIOR RATED LIGHT FIXTURE QUICKFLASH PANEL WRB, CONT. FROM BELOW CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ CONDUIT/ WIRE PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. PIPE PENETRATION SEALANT FILLET - COLOR MATCH TO CLADDING PANEL QUICKFLASH PANEL - SIZE TO SNUGLY FIT AROUND PENETRATION WRB, CONT. FROM BELOW WRB, CONT. FROM BELOW WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. QUICKFLASH PANEL WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHING, TYP. TARGET FLASHING BEHIND VENT FLANGES - EXTEND 4" MIN. PAST FLANGES ALL SIDES, TYP. PRIMED VENT SHROUD BACKDRAFT DAMPER6"TAPE/ SEAL SEAMS OF WRB, TYP. CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ DUCT PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) WRB SAM @ SLAB EDGE CONT. EXT. INSULATION, PER ARCH. WRB 1" CLOSED-CELL SPRAY FOAM @ RIM, TYP. RECOMMEND POURING GYPCRETE o/ GWB 1" CLOSED-CELL SPRAY FOAM @ RIM, TYP. ROOFING MEMBRANE INSTALLED o/ PARAPET SAM TRANSITION STRIP WRB WRB SAM @ SLAB EDGE AWB, FROM BELOW AIR BARRIER DETAILS KRM GW BEA0.05 2 SCALE: NTS PARAPET 3 SCALE: NTS PODIUM SLAB EDGE @ RAINSCREEN 4 SCALE: NTS FRAMED FLOORLINE 5 SCALE: NTS SLAB EDGE @ BRICK VENEER 6 SCALE: NTS BASE OF WALL - SLAB ON GRADE 7 SCALE: NTS VENT PENETRATION 8 SCALE: NTS NOT USED 10 SCALE: NTS TYPICAL PIPE PENETRATION 11 SCALE: NTS HOSE BIB BLOCK 12 SCALE: NTS EXTERIOR LIGHT FIXTURE THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET 9 SCALE: NTS NOT USED AGENDA ITEM #6. c) 38" SEALANT JOINT w/ BACKER RODFILL HMD FRAME w/CLOSED-CELL FOAM (OR FULLYGROUT)38" SEALANT JOINT w/BACKER RODCONC. WALL, AS SCHEDULED.SEAL IF ADJACENT TOCONDITIONED SPACE1" CLOSED-CELL SPRAYFOAM @ RIMTAPE/ SEAL ALL JOINTS INSHAFT LINERSEALANT AIR SEALAROUND PERIMETEROF SILL PLATERECOMMENDPOURINGGYPCRETE o/GWBAWB1" CLOSED-CELLSPRAY FOAM @ RIM,TYP.RECOMMENDPOURINGGYPCRETE o/GWBDECK MEMBRANEWRB TARGET - BEHINDDECK LEDGERWRB, FROM BELOWWEATHER-RESISTIVE BARRIERFOUNDATION, PER SCHEDULECAPPED STAPLES6" SAM @ OUTSIDE CORNERS, TYP.12"12"6"SEAL BOTTOM EDGE OF WRB TO SHEATHINGCONT. BEAD OF SEALANTOR SEAM TAPE @ ALLHORIZONTAL LAPS, TYP.SEAM TAPEAIR BARRIERDETAILSKRMGWBEA0.061SCALE: NTSHOLLOW METAL DOOR JAMB @ CONC. STAIRWELL2SCALE: NTSNOT USED56SCALE: NTSWRB INSTALLATION & SEAM TREATMENT1112SCALE: NTSNOT USEDSCALE: NTSNOT USEDNOTES:1.AVOID SEAMS DIRECTLY ABOVE ROUGH OPENINGS.2.REFERENCE WRB MANUFACTURER'S INSTALLATIONREQUIREMENTS FOR ADDITIONAL INFORMATION.3.REFERENCE SHEET XBE0.01 FOR ADDITIONAL AIRBARRIER AND WEATHER-RESISTIVE BARRIERINFORMATION.9SCALE: NTSTRASH CHUTE10SCALE: NTSNOT USED8SCALE: NTSNOT USED7SCALE: NTSTARGET @ FRAMED UNIT DECKSCALE: NTSNOT USEDTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETNOTE:1.RECOMMEND AIR-SEALED CHUTE DOORS, OR,SEALING TRASH CHUTE ROOMS.2.SEAL ALL PENETRATION THROUGH SHAFTLINER, AS NECESSARY.AGENDA ITEM #6. c) HVAC SHAFTMTL TRELLIS BALCONY CANOPYMTL BALCONY CANOPY14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"14":12"ROOF PLANTAKRMBEA1.00THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SET1SCALE: 1/16" = 1'-0"ROOF PLANBEA6.008SIM., TYP.BEA6.007SIM., TYP.BEA5.052BEA6.019BEA6.018TYP.BEA6.014TYP.BEA6.002BEA6.007BEA6.009TYP.NOTES:1.REFER TO ARCHITECTURAL ROOF PLAN FOR ROOFSLOPE AND CRICKET LAYOUT.2.INSTALL ROOF MEMBRANE IN ACCORDANCE WITHTHE ROOFING MEMBRANE MANUFACTURER'SINSTALLATION GUIDELINES AND DETAILS.BEA6.014TYP.BEA6.0212TYP.BEA6.004@ WALLBEA6.018BEA6.002TYP.AGENDA ITEM #6. c) DEFCBAF.3LEVEL A-2LEVEL A-3LEVEL A-4LEVEL A-5LEVEL A-6LEVEL A-7MAX BUILDING HEIGHT429' - 11 225/256"TOP PL AQSP.4TRPLEVEL A-2366' - 3"LEVEL A-3377' - 3"LEVEL A-4386' - 5 3/4"LEVEL A-5395' - 7 1/2"LEVEL A-6404' - 9 1/4"LEVEL A-7413' - 11"LEVEL A-1355' - 9"MAX BUILDING HEIGHT429' - 11 225/256"BLOCK A GRADE PLANE359' - 11 225/256"TOP PL A421' - 11 1/8"DEFGHCBAF.3JG.3ELEVATIONSTAKRMBEA2.00THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SET2SCALE: NTSCOURTYARD ELEVATIONSSIM.BEA6.00121SCALE: NTSSTREET ELEVATIONTYP.BEA5.0612BEA4.014TYP.BEA4.015TYP.BEA4.012TYP.BEA5.016TYP.BEA5.013TYP.BEA5.011TYP.BEA5.014TYP.BEA5.015TYP.BEA5.012TYP.BEA4.016TYP.TYP.BEA5.018BEA5.0312TYP.BEA5.031TYP.BEA5.032TYP.BEA5.039TYP.BEA5.031TYP.BEA5.032TYP.BEA5.021TYP.BEA5.022TYP.BEA5.042TYP.BEA5.043TYP.BEA5.069TYP.BEA 5.077TYP.BEA XXXXBEA XXXXTYP.BEA4.0010TYP.BEA5.0312TYP.BEA5.031SIM.SIM.BEA5.018BEA5.0112TYP.BEA5.0110TYP.BEA5.0111TYP.BEA5.0212BEA5.029BEA5.016TYP.BEA5.014TYP.BEA5.015TYP.BEA5.0311TYP.BEA5.016TYP.BEA5.073TYP.BEA5.071TYP.TYP.BEA 5.077TYP.BEA 5.072TYP.BEA 5.075BEA 5.076BEA 5.074TYP.TYP.AGENDA ITEM #6. c) LEVEL A-2LEVEL A-3LEVEL A-4LEVEL A-5LEVEL A-6LEVEL A-7LEVEL A-1MAX BUILDING HEIGHTBLOCK A GRADE PLANETOP PL AMNQSLKM.6P.4RP678910LEVEL A-2366' - 3"LEVEL A-3377' - 3"LEVEL A-4386' - 5 3/4"LEVEL A-5395' - 7 1/2"LEVEL A-6404' - 9 1/4"LEVEL A-7413' - 11"LEVEL A-1355' - 9"MAX BUILDING HEIGHTBLOCK A GRADE PLANE359' - 11 225/256"TOP PL A421' - 11 1/8"DECBAELEVATIONSTAKRMBEA2.01THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SET2SCALE: NTSCOURTYARD ELEVATIONSTYP.BEA X.XXX1SCALE: NTSSTREET ELEVATIONTYP.BEA5.0512BEA4.014TYP.BEA4.015TYP.BEA4.013TYP.BEA4.012TYP.BEA5.016TYP.BEA5.013TYP.BEA5.011TYP.BEA5.014TYP.BEA5.015TYP.BEA5.012TYP.BEA4.016TYP.BEA4.002SIM, TYP.TYP.BEA5.018BEA5.026TYP.BEA5.024TYP.BEA5.025TYP.BEA5.021TYP.BEA5.022TYP.BEA5.042SIM.,TYP.BEA5.043TYP.BEA5.059TYP. BOOTBEA X.XXXBEA4.0010TYP.BEA5.013BEA5.011TYP.BEA5.012BEA5.0212BEA5.029BEA4.019TYP.BEA5.042TYP.BEA5.042SIM.,TYP.BEA5.042SIM.,TYP.TYP.TYP.AGENDA ITEM #6. c) PER MANUF.SEALANT w/ BACKER RODGRANULAR FILLSIDEWALKSLOPE PER CIVILFOUNDATION WATERPROOFING MEMBRANEGEO-COMPOSITE DRAINAGE MAT w/FILTER FABRICELASTOMERIC SEAL @FASTENERNOTE:1.SEE LINK-SEAL MANUF. FOR SEALELEMENT AND BOLT TYPE.FOUNDATIONWATERPROOFINGGEO-COMPOSITEDRAINAGE MAT w/FILTER FABRICCAST/CORE DRILL HOLEFILL PER MEMBRANE MANUF.REQUIREMENTS2"INSECT SCREEN6" MIN. @ LANDSCAPEWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGCLADDING, AS SCHEDULEDFURRING, AS SCHEDULED4"24 GA. PRE-FINISHED FLATSTOCK FLASHING w/HEMMED EDGE (COVERSLAB EDGE INSULATION)FINISHED GRADE, SLOPEAWAY FROM BUILDING 2%(PER CODE REQUIREMENTS)SLAB EDGE INSULATION,PER ARCH.2"FOIL-FACED SAM o/ SLABEDGE2" PER MANUF. 6" MIN.VARIABLE GRADEBACKFILLTRANSITION MEMBRANEPER MANUF.SEAL BED PER MANUF.GEO-COMPOSITEDRAINAGE MAT w/FILTER FABRICWATERPROOFMEMBRANESEAL, PER MANUF.TERMINATIONBAR, PER MANUF.SLOPE PER CIVIL0.025" SSTL SILL PAN w/ 34"BACK ANGLE AND 4"HEMMED DOWNLEG. BED INCONT. SEALANTSEALANTw/ BACKERRODALUM. STOREFRONT, ASSCHEDUELDSLAB EDGE INSULATION,PER ARCH.DRAINAGE MATWATERPROOF MEMBRANESLIP SHEET, AS REQ'DBENTONITE WATERSTOP @CONC. COLD JOINTS, TYP.LIQUID MASTIC OR SEALANT@ JOINT, PER MANUF.JOINT REINFORCEMENT,AS REQ'DWATERPROOF MEMBRANE,AS SCHEDULEDTOOLED SEALANTCONC. FASTENER w/ EPDMGASKET.025" SSTL COUNTERFLASHINGALUM. GUARDRAIL - FACEMOUNT CONC. STEM WALL,TYP.EPDM SHIM/ SPACERMASONRY VENEERo/ LATH AND DOUBLELAYER WRB, TYP.2" MIN.PROTECTION LAYERHFA WATERPROOFING, AS SCHEDULEDPEDESTAL & PAVER SYSTEMCLOSED-CELL SPRAY FOAM INSULATION (R-30MIN.) - EXTEND 2'-0" INBOARD OF EXTERIOR WALLABOVEMORTAR NET4" SAM TARGET @ EA.BRICK TIEBRICK VENEER, AS SCHEDULEDEXTERIOR INSULATION, PER ARCH.VENT BOTTOM COURSE(CORE-A-VENT, OR SIM.)FOIL-FACED SAM TRANSITIONMEMBRANE0.025" SSTL FLASHING w/ HEMMEDDRIPSLAB EDGE INSULATION, PER ARCH.BEA4.002SIM.WATERPROOF MEMBRANEDRAINAGE MAT(RECOMMENDED) XPSINSULATION - DEPTH PERARCH.CONC. STEM WALLWATERPROOF MEMBRANEDRAINAGE MATXPS (RECOMMENDED)INSULATION, PER ARCH.VAPOR RETARDERDRAINAGE MATCOLLECTORFOUNDATION &PODIUM DETAILSKRMKRMBEA4.00SCALE: NTSEXTERIOR CONC. WALL, TYP.SCALE: NTSCLADDING TERMINATION @ GRADESCALE: NTSBASE OF CONC. WALL @ CONC., TYP.SCALE: NTSTYPICAL FOOTING DRAINSCALE: NTSTYPICAL MEMBRANE TRANSITION @ FOOTINGSCALE: NTSTYPICAL MEMBRANE TERMINATIONSCALE: NTSPENETRATION THROUGH BELOW-GRADE WATERPROOFINGSCALE: NTSEXTERIOR PODIUM BALCONY o/ CONDITIONED SPACE12356891012SCALE: NTSSLAB EDGE AT GRADE - STOREFRONTTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETREF. DETAIL 1/A600REF. DETAIL 6,16/A600, SIM.REF. DETAIL 9/A600, SIM.AGENDA ITEM #6. c) ALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT0.025" SSTL SILL PAN w/FOLDED/ SEALED ENDDAMS. BED IN CONT.SEALANTPER ARCH.2"SEALANT w/ BACKER RODSIDEWALKDOOR, AS SCHEDULEDWATERSTOPPER MANUF. PER MANUF.SEALANT FILLETPRIMERLIQUID FLASHINGHRA MEMBRANEPROTECTION LAYERPENETRATION, AS SCHEDULEDSHEATHING, AS SCHEDULEDCLADDING, AS SCHEDULEDFURRING, AS SCHEDULEDINSECT SCREEN24 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIP4" 4"12"PROTECTION LAYERHRA MEMBRANEPER ARCH.ALUM. TRIMSEALANT w/ BACKER RODWINDOW, PER SCHEDULE116" SHIM @ UNDER SILL FLANGE @FASTENERS38" SEALANT JOINT w/BACKER ROD, TYP.COMPOSITE DOOR, PERSCHEDULEALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT0.025" SSTL SILL PAN w/FOLDED/ SEALED ENDDAMSPER ARCH.STAINLESS STEELCLAMPING RING w/SEALANTS.S.D.S.S.D.14" SHIM, PER BE5.00EPDM SHIM/GASKETGUARDRAIL, BYOTHERS24 GA.PRE-FINISHED SMCOPING w/ HEMMEDDRIPS4" MIN.WATERSTOPPRE-CURED SILICONESTRIP, PER MANUF.TERM. PER MANUF.PROTECTIONLAYERS.S.D.6" MIN.12"AIR SEAL (SEALANT)CONC. WALL, ASSCHEDULEDCONCRETE PIN w/EPDM GASKET24 GA. PRE-FINISHEDSM FLASHING w/ 12"HEMMED DRIP ANDRETURN CLEATPINNED TOCONCRETEINSECT SCREENCLADDING, ASSCHEDULEDFURRING, ASSCHEDULEDWRB, LAP o/ ANDSEAL TO VERT.LEG OF FLASHINGSLAB EDGEINSULATION, PERARCH.0.025" SSTL FLASHING w/12" HEMMED DRIP0.025" SSTL COUNTER-FLASHING. SEAL LAP,2" MIN.FOIL-FACED SAM @SLAB EDGEWRB, LAP o/ AND SEALTO VERT. LEG OFFLASHINGSLAB EDGE INSULATION,PER ARCH.BRICK VENEER, ASSCHEDULEDLEDGER, PER STRUCT.WRB, FROM BELOWPROTECTION LAYERDRAIN GRATEDRAIN BODY - CAST INTO CONC.DECK, TYP.REINFORCEMENT SHEET,PER MANUF.HRA MEMBRANEPEDESTAL PAVER SYSTEM, ASSCHEDULEDFOUNDATION &PODIUM DETAILSKRMKRMBEA4.01SCALE: NTSDOOR THRESHOLD AT PODIUM SLABSCALE: NTSNOT USED4251012SCALE: NTSHRA TRANSITION AT DOOR THRESHOLD, TYP.SCALE: NTSHRA TRANSITION AT WALL, TYP.6SCALE: NTSPT SLAB AT PODIUM7SCALE: NTSDRAIN AT HRA MEMBRANE, TYP.8SCALE: NTSPENETRATION AT HRA MEMBRANE, TYP.SCALE: NTSHRA TRANSITION AT EXTERIOR CURB, TYP.3THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETSCALE: NTSNOT USED9SCALE: NTSCLADDING TERMINATION AT PODIUMAGENDA ITEM #6. c) WATERSTOP @ COLD JOINT, TYP.INSTALL MEMBRANE MONOLITHICALLY UNDER SLAB @ PITFOUNDATION WATERPROOFINGGEO-COMPOSITE DRAINAGE MATw/ FILTER FABRICFOLD FILTER FABRIC o/ TOPOF MAT AND PINUNDERSLABVAPORRETARDERLIMIT PENETRATIONS THROUGHSHAFT WALL - VERIFY FIRECAULKING REQUIREMENTS BYOTHERSCONC. JAMB BEYONDSUMP, PER ARCH. AND STRUCT.EXTEND 2" INSULATION 24"HORIZONTALLY AROUND PERIMETEROF CONDITIONED WALL2" XPS INSULATION AROUND ELEVATORPIT (CONDITIONED)WATERPROOF MEMBRANEDRAINAGE MATXPS (RECOMMENDED)INSULATION, PER ARCH.VAPOR RETARDERDRAINAGE MATCOLLECTOR24 GA. PRE-FINISHED SMFLASHING w/ HEMMEDDRIPSAMTRIM, PER ARCH.38" SEALANT w/BACKER RODWINDOW, PERSCHEDULESEALANTw/ BACKERRODWATERSTOPSLOPE PER CIVILTRANSITION MEMBRANE, PER HRA MANUF.38" SEALANT w/ BACKER ROD0.025" SSTL SILL PAN, BED IN SEALANTHRA MEMBRANETRANSITION, PER HRAMEMBRANE MANUF.STANDARD DETAILSSLAB EDGE INSULATION,PER ARCH.WATERPROOF MEMBRANEDRAINAGE MATWATERSTOPDOOR, PER SCHEDULEFILL FRAME w/CLOSED-CELL,NON-EXPANDING SPRAYFOAM, TYP.38" MIN. SEALANT JOINTw/ BACKER RODFOIL-FACED SAM38" MIN. SEALANTJOINT w/ BACKERRODFILL FRAME w/ CLOSED-CELL,NON-EXPANDING SPRAYFOAM, TYP.FOIL-FACED SAMCONC. WALLCONC. WALLDOOR, PER SCHEDULE38" MIN. SEALANT JOINT w/BACKER ROD38" MIN. SEALANT JOINT w/BACKER RODCONC. WALL w/ CLEARSEALER, PER ARCH.SET INSEALANTSEALANT w/ BACKER RODLOUVER ASSEMBLY, PERSCHEDULE0.025" SSTL SILL PAN BED INCONT. SEALANT TOCONCRETE2"SHIM TO ALLOW FOR SEALANTJOINT38" SEALANT JOINT w/BACKER ROD, EA. SIDE34" MIN. CHAMFERLOUVER ASSEMBLY, PERSCHEDULELOUVER ASSEMBLY,PER SCHEDULE38" SEALANT JOINT w/BACKER ROD, EA. SIDECONC. WALL w/ CLEARSEALER, PER ARCH.34" MIN. CHAMFERCONC. WALL w/ CLEARSEALER, PER ARCH.FOUNDATION &PODIUM DETAILSKRMKRMBEA4.02SCALE: NTSHOLLOW METAL DOOR JAMB AT CONC., TYP.SCALE: NTSLOUVER HEAD AT CONC., TYP.4710121SCALE: NTSSLAB EDGE AT GRADE6SCALE: NTSELEVATOR PIT, TYP.11THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETSCALE: NTSBELOW-GRADE UNIT WALL, TYP.8SCALE: NTSLOUVER JAMB AT CONC., TYP.SCALE: NTSLOUVER SILL AT CONC., TYP.NOTES:1.VERIFY INSULATION REQUIREMENTS WITH ENERGYCONSULTANT.2.INSTALL MEMBRANE PER MANUFACTURER'S INSTALLATIONINSTRUCTIONS.SCALE: NTSHOLLOW METAL DOOR HEAD AT CONC., TYP.REF. DETAIL 1/A601REF. DETAIL 10/A600AGENDA ITEM #6. c) 9"9" MIN.6"CUT PENETRATION FLASHING ANDFOLD THROUGH ROUGH OPENING,MINIMUM 4". SILL FLASHING TO BENON-ADHESIVE SHEET MEMBRANE,OR APPROVED EQUAL6"6"6"6"FLEXWRAP NF CORNER"BOOT". INSTALL THE JAMBAND SILL FACES FIRST ANDPULL SAM OVER THE CORNERTO THE VERTICAL FACE OFTHE SHT'G, TYP.CREATE CONTINUOUSCORNER BOOT, TYP.*VIEW OF WINDOW INSTALLATIONFROM INTERIOR@ SILL, INSTALL 38" MIN. SEALANT JOINT w/BACKER ROD BETWEEN WINDOW FRAME ANDPENETRATION WRAP38" MIN. SEALANT JOINT w/ BACKER RODAROUND INTERIOR PERIMETER OFWINDOW AT HEAD, JAMBS, AND SILL TOMEET AIR AND WATER INFILTRATIONREQUIREMENTS. SIM. @ SLIDING GLASSDOORSCUT AND FOLD PENETRATIONFLASHING INTO ROUGHOPENING, MINIMUM 4".PENETRATION FLASHING @JAMBS TO BE WRB , TYP.9"9"PROVIDE COMPLETE SEAL(CONTINUOUS SEALANT)BETWEEN PENETRATIONFLASHING AND WINDOW JAMBAND HEAD FLANGES. SEALANTSHOULD FLOW OUT BEYONDEDGE OF WINDOW FLANGES ANDFILL FLANGE NAIL HOLES, TYP.INSTALL WINDOW PERMANUFACTURER'SSPECIFICATIONS, IF OAC WINDOWINSTALLATION DIFFERS FROMMANUF. INSTALLATIONINSTRUCTIONS, NOTIFY OAC OFDISCREPANCIESINSTALL 116" SHIMS UNDER SILLFLANGE TO PROVIDE A PATH FORDRAINAGE, TYP.9", TYP.CUT AND FOLD PENETRATIONFLASHING INTO ROUGH OPENING @HEAD, MIN. 4" PENETRATIONFLASHING TO BE OF WRB, TYP.4" BUTYL FLASHING TAPE o/JAMBS AND HEAD - EXTEND TAPE@ HEAD 1" PAST JAMB TAPE EA.SIDE, TYP.STRAIGHTFLASH CONTINUOUSLYOVER SILL (6") - TO BE INSTALLEDAS "SILL PAN"6"9" MIN.9"3", OR TO DEPTH OF WINDOW + 12"TAPE BOTTOM EDGE OF JAMBFLASHING, PER AIRREQUIREMENTS9", TYP.9" MIN.9"3", OR TO DEPTH OF WINDOW + 12"6"TAPE BOTTOM EDGE OF JAMBFLASHING, PER AIR REQUIREMENTS1"FIELD WRB FROM BELOW - TUCKUNDER SILL BIB, TYP. TAPE/ SEALSEAMS, PER AIR REQUIREMENTS6", TYP.6", TYP.INSTALL FIELD WRB IN ASHINGLED, WATER-SHEDDINGMANNER. TAPE/ SEAL ALLSEAMS PER AIRREQUIREMENTSINSTALL 24 GA. PRE-FINISHED SMFLASHING w/ FOLDED END DAMSAND HEMMED DRIP. REFER TODETAIL 1/XBE2.01 FOR TYPICALWINDOW HEAD FLASHINGLOCATION(S) AND INTEGRATIONTRIM, AS SCHEDULED. ALLOWFOR A 14" SEALANT JOINTBETWEEN WINDOW FRAME ANDTRIM, ALL SIDES.TAPE/ SEAL SEAMS, TYP.WRB, LAPPED o/ HEADFLASHING AND SEALED TOTHE VERTICAL LEG, TYP.14" SHIMS UNDER WINDOW TO PROVIDE CLEARDRAINAGE AND ALLOW FOR CONTINUOUS SILLSEALANT JOINT. VERIFY WITH MANUFACTURERSHIM REQUIREMENTS. ADDITIONAL SHIMS MAY BEREQUIRED TO MAKE PLUMB AND SQUARE AND TOPROVIDE 38" MIN. GAP AROUND ALL SIDES, TYP.WINDOW WRAPSEQUENCEKRMKRMBEA5.001SCALE: NTSSTEP A: SILL PENETRATION FLASHING (BIB)2SCALE: NTSSTEP B: SILL FLASHING & CORNER BOOTS3SCALE: NTSSTEP C: JAMB PENETRATION FLASHING4SCALE: NTSSTEP D: HEAD PENETRATION FLASHING5SCALE: NTSSTEP E: SET FLANGED WINDOW6SCALE: NTSSTEP F: SEAL WINDOW FLANGES TO PENETRATION WRAP7SCALE: NTSSTEP G: FIELD WRB8SCALE: NTSSTEP H: TRIM & SHEET METAL HEAD FLASHING9SCALE: NTSFIELD WRB FROM ABOVE10SCALE: NTSSTEP J: INTERIOR SEALANT JOINTGENERAL NOTES:1.WINDOW WRAP SEQUENCE CONFORMS AND IS APPROVED BY TYVEK ANDSHOULD NOT BE DEVIATED FROM FOR THIS PROJECT WITHOUT PRIORAPPROVAL. TYVEK APPROVAL VIA EMAIL TO OAC/HEARTLAND 2018-08-05.2.REFER TO MANUFACTURER'S INSTRUCTIONS AND INSTALLATIONGUIDELINES FOR ADDITIONAL INFORMATION.3.REFER TO SHEET BE1.00 AND NOTES ON PAGE BE0.04 FOR ADDITIONALAIR BARRIER INFORMATION.4.ALL SEAMS IN WRB/ PENETRATION WRAP ARE TO BE SEALED OR TAPED,IN ACCORDANCE WITH THE AIR BARRIER INSTALLATION REQUIREMENTS,PER THE 2015 WASHINGTON STATE ENERGY CODE (WSEC) TABLEC402.5.1.1 AND R402.4.1.1.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETNOTE:1.METAL HEAD FLASHING TO BEINSTALLED TO WINDOW FRAME ATPANEL CLADDING. REFER TO BEA5.01.AGENDA ITEM #6. c) WINDOW ASSEMBLY, PERSCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOWSEAM BOT. EDGE OF BIB TO WRB(AIR SEAL)38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL WRB o/ FLANGE w/ SAM, TYP.(REF. SHEET BEA5.00, TYP.)PENETRATION FLASHINGWRB (FIELD)CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP. SEE DETAIL 2/BEA5.01ALUM. TRIM38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE CONTINUOUSLY TOPENETRATION FLASHING, TYP.SAM o/ HEAD FLANGE24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP. EXTEND 14" PAST FRAMEEACH SIDEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED4" 9"38" MIN. SEALANTJOINT w/ BACKERROD CONT. @ INT.SHOULDER, TYP.12"9"FASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL9"14" SEALANT w/ BACKER RODALUM. TRIMSEAL WINDOW FLANGES, TYP.WINDOW, PER SCHEDULEWRB, CONT. AROUND CORNER (ORMIN. 12"ALUM. TRIM38" MIN. SEALANT JOINT w/BACKER RODSEALANTALUM. TRIMCLADDING, ASSCHEDULED24 GA. FULLY-SOLDERED, GALV.SILL PAN38" MIN. SEALANTJOINT w/ BACKERROD CONT. @ INT.SHOULDER, TYP.SEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGE24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP.PENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED4" 9"12"SEAL FLANGE TOPENETRATIONFLASHING, TYP. @ JAMBSEAL AWB o/ FLANGE w/ SAM, TYP.(REF. SHEET BE5.00)PENETRATION FLASHINGWRBCLADDING, AS SCHEDULEDTRIM9"WINDOW ASSEMBLY, PERSCHEDULESGD ASSEMBLY, PERSCHEDULEFASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSEAL WINDOW FLANGES, TYP.WINDOW, PER SCHEDULE38" MIN. SEALANT JOINT w/BACKER RODALUM. TRIM14" SEALANT JOINT w/BACKER RODCLADDING, AS SCHEDULEDSAM o/ FLANGE, TYP.WRBPENETRATIONFLASHINGSEALANT FILLETSEALANT26 GA. GALV. Z-FLASHING w/ 2"UPLEG AND 12" DOWNLEG12"38" MIN. SEALANT JOINT w/BACKER ROD CONT. @INT. SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BE5.00WRB, FROM BELOWSEAM BOT. EDGE OF BIB TO AWB(AIR SEAL)38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOWSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL9"TRIM24 GA. FULLY-SOLDERED, GALV.SILL PAN14" SEALANT FILLETWINDOW ASSEMBLY,PER SCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL AWB o/ FLANGE w/ SAM, TYP.(REF. SHEET BE5.00, TYP.)PENETRATION FLASHINGAWB (FIELD)METAL PANEL, ASSCHEDULED38" MIN. SEALANT JOINTw/ BACKER ROD9"38" MIN. SEALANT JOINTw/ BACKER RODSEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGMETAL PANEL, AS SCHEDULED4"9"GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDDRIP. BED IN SEALANT TO FRAME.EXTEND 38" PAST FRAME EACHSIDEGIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.WINDOW ASSEMBLY, PERSCHEDULE12"FASTENER, PER PANEL MANUF.HEAD TRIM w/ MANUFACTURER-PROVIDED WEEPSSHIM SOLID @ START TRACKFASTENER LOCATIONS38" SEALANT JOINT w/ BACKERROD BETWEEN JAMB TRIM ANDWINDOW FRAMESPACER CLIP, PER METAL PANEL MANUF.METAL PANEL ATTACHMENT TRACK,PER METAL PANEL MANUF.WINDOW ASSEMBLY, PERSCHEDULESILL FLASHING BIB, PERWINDOW WRAP SEQUENCESHEET BEA5.00ROLL ALL LAPS IN WRB w/J-ROLLER, TYP.38" MIN. SEALANT JOINTw/ BACKER RODMETAL PANEL, AS SCHEDULED14" SEALANT JOINT BETWEENTRIM AND WINDOW @ JAMBS ANDSILL, TYP. SEE DETAIL 3/BE5.01SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOW FORCONT. INTERIOR SEAL9"34" x 34" ALUM. BACK ANGLESET IN CONT. SEALANTBLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.WINDOW ASSEMBLY, PERSCHEDULE, TYP.SILL FLASHING BIB, PERWINDOW WRAP SEQUENCESHEET BEA5.00ROLL ALL LAPS IN AWB w/J-ROLLER, TYP.38" MIN. SEALANT JOINTw/ BACKER ROD14" SEALANT JOINTCOMPOSITE SHIMS9"BLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.38" MIN. SEALANTJOINT w/ BACKERRODSEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING4"9"24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDDRIP. BED IN SEALANT TO FRAME.EXTEND 38" PAST FRAME EACHSIDE12"HEAD TRIM w/ MANUFACTURER-PROVIDED WEEPSSHIM SOLID @ START TRACKFASTENER LOCATIONSWINDOW &DOOR DETAILSKRMKRMBEA5.011SCALE: NTSWINDOW HEAD AT VERTICAL PANEL SIDING2SCALE: NTSWINDOW JAMB AT VERTICAL PANEL SIDING3SCALE: NTSWINDOW SILL AT VERTICAL PANEL SIDING45SCALE: NTSWINDOW SILL AT PLANK SIDING6SCALE: NTSWINDOW JAMB AT PLANK SIDINGSCALE: NTSWINDOW SILL AT METAL PANEL12SCALE: NTSWINDOW HEAD AT PLANK SIDING78SCALE: NTSWINDOW TO WINDOW, SILL AND HEAD (METAL PANEL)6SCALE: NTSWINDOW TO WINDOW, JAMBSCALE: NTSWINDOW TO WINDOW, OUTSIDE CORNER1011SCALE: NTSWINDOW JAMB AT METAL PANELSCALE: NTSWINDOW HEAD AT METAL PANELTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETAGENDA ITEM #6. c) WRBMASONRY VENEERVENEER, AS SCHEDULEDWRAP WRB INTOR.O., TYP.JAMB PENETRATION FLASHING TOLAP o/ SIDE DAMS OF SILL PAN,TYP.4"PENETRATION FLASHING, TYP.DOOR, PER SCHEDULEFILL FRAME w/ CLOSED-CELL,NON-EXPANDING SPF, TYP.9"9"DOOR, PER SCHEDULE12" SEALANT FILLETFILL FRAME w/ CLOSED-CELL,NON-EXPANDING SPRAYFOAM, TYP.SAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED12"FURRING, AS SCHEDULEDINSECT SCREEN24 GA. PRE-FINISHED SM FLASHING w/12" HEMMED DRIP AND FOLDED ENDDAMSSWING DOOR ASSEMBLY, PERSCHEDULE12" CLEAR SAM TARGET BEHINDATTACHMENT PLATE. SIZE1" LARGER THAN PLATE INALL DIRECTIONSAWB, FROM BELOWCLADDING, AS SCHEDULED24 GA. PRE-FINISHED SMFLASHING w/ 12" DRIP EDGEAWB LAP o/ AND SEAL TOVERT. LEG OF FLASHINGCLADDING, AS SCHEDULEDSAM TARGET BEHINDATTACHMENT PLATE. SIZE 1"LARGER THAN PLATE IN ALLDIRECTIONSSTRUCTURE, BY OTHERSAWB, FROM BELOWCLADDING, AS SCHEDULEDINSECT SCREENSAM o/ PLATE ANDATTACHMENTS - EXTENDONTO AWB EACH SIDE 1". REF.DETAIL 7/BE5.03SAM MEMBRANE o/ PLATEAND ATTACHMENTS -EXTEND ONTO AWB EACHSIDE 1". REF. DETAIL12/BEA5.06KNIFEPLATE AND LEDGER, PERSTRUCT.KNIFEPLATE AND LEDGER,PER STRUCT.24 GA. FULLY SOLDERED,GALVANIZED SM SILL PAN w/ 4"END DAMS AND 12" BACK ANGLE.BED IN (3) CONT. BEADS OFSEALANT, SEE DETAIL 9A3"6"12"4"V.I.F.9AGSM SILL PANALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANTVINYL FLANGED WINDOWASSEMBLY, TYP.116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINPENETRATION FLASHING,TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.4" SAM TARGET @ ALLBRICK TIES (o/ WRB),TYP.BRICK VENEER, AS SCHEDULED.VENT TOP COURSE, TYP.BRICK CAP, SLOPED TO SHEDWATER, TYP.24 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIP.BED IN SEALANT, TYP. CLEAT,PER ARCH.WRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER RODSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE CONTINUOUSLYTO PENETRATION FLASHING,TYP.SAM o/ HEAD FLANGE, TYP.24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP.PENETRATION FLASHINGWRB, SEAL TO VERT. LEG OFFLASHINGBRICK VENEER, AS SCHEDULED,VENT BOTTOM COURSE4"LEDGER ANGLE, PER STRUCT.38" SEALANT JOINT w/BACKER ROD4"SEALANT w/ BACKER RODBRICK VENEER, AS SCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL WRB o/ FLANGE w/ SAM, TYP.38" MIN. SEALANT JOINT w/BACKER ROD9"SEAL FLASHING TO WRBw/ SAM, TYP.24 GA. PRE-FINISHED SMJAMB FLASHINGWINDOW, PER SCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER RODSEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP. SEE DETAIL 2/BEA5.01SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL9"CAP STONE (OR CEDAR TRIM), PERARCH.STONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSTRIM, AS SCHEDULED24 GA. PRE-FINISHED SM FLASHINGw/ HEMMED DRIPWINDOW, PER SCHEDULESET FLANGE IN CONT.SEALANT TO SUBSTRATE,TYP.4"26 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDHEMMED DRIP. BED IN SEALANT,TYP.PENETRATION FLASHING, TYP.2 LAYERS WRB. LAP SACRIFICIALLAYER o/ TRIM FLASHING ANDPRIMARY LAYER o/ HEAD FLASHINGSEAL BOT. EDGE OF WRB TOFLASHING, TYP.12"26 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIPTRIM, AS SCHEDULED38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.9" 4"FASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSTONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSWINDOW, PER SCHEDULESET FLANGE IN SEALANTTO SUBSTRATE, TYP.PENETRATION FLASHING, TYP.WRB, LAP o/ WINDOWFLANGETRIM, AS SCHEDULED9"SEALANT38" MIN. SEALANT JOINT w/BACKER RODSTONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSSANDED SEALANT OR PER STONEVENEER MANUF.PRESSURE-TREATED PLYWOODBEHIND STONE VENEER, TYP.0.025" SSTL FLASHING/ COUNTER-FLASHING - SEAL LAPS CONT.SEALANTWINDOW &DOOR DETAILSKRMKRMBEA5.022SCALE: NTSHOLLOW METAL DOOR JAMB, TYP.345679SCALE: NTSWINDOW SILL AT BRICK VENEER10121SCALE: NTSHOLLOW METAL DOOR HEAD, TYP.SCALE: NTSWINDOW JAMB AT BRICK VENEERSCALE: NTSWINDOW HEAD AT BRICK VENEERSCALE: NTSBOLT ON METAL DECK ATTACHMENTSCALE: NTSDOOR AT BOLT ON METAL DECKTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETSCALE: NTSWINDOW SILL AT MASONRY VENEERSCALE: NTSWINDOW JAMB AT MASONRY VENEERSCALE: NTSWINDOW HEAD AT MASONRY VENEERAGENDA ITEM #6. c) 12"24 GA. PRE-FINISHED SM JAMBFLASHING - BED INT. LEG INSEALANT, TYP.38" SEALANT JOINT w/ BACKER RODALUM. STOREFRONTASSEMBLY, PER SCHEDULE38" SEALANT JOINT w/ BACKER ROD38" SEALANT JOINT w/BACKER ROD38" SEALANT JOINTw/ BACKER ROD24 GA. PRE-FINISHED CLEAT -BED IN SEALANT TOPENETRATION FLASHING24 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIPWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGCLADDING, AS SCHEDULEDALUM. STOREFRONTASSEMBLY, PER SCHEDULEFIELD WRBCLADDING, AS SCHEDULED4"INSECT SCREENFOIL-FACED SAM PENETRATION FLASHING6"FURRING, AS SCHEDULED6"FOIL-FACED SAM PENETRATIONFLASHING9"FURRING, AS SCHEDULEDALUM. STOREFRONTASSEMBLY, PER SCHEDULESILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP.SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEALALUM. TRIM24 GA. FULLY-SOLDERED, GALV.SILL PAN0.025" SSTL SILLPAN 2" DOWN LEG.BED IN CONT.SEALANTALUM. STOREFRONT, PERSCHEDULESEALANT w/ BACKER RODSEALANT w/ BACKER ROD -DO NOT BLOCK SF WEEPSGRANULAR FILLSIDEWALK34" x 34" (MIN.)ALUM. BACKANGLE BED INSEALANT38" SEALANT w/BACKER RODPER MANUF.ALUM. STOREFRONTASSEMBLY, AS SCHEDULEDFOIL-FACED SAME PENETRATIONFLASHING38" SEALANT w/BACKER ROD, TYP.SEALANT - VERIFY DO NOTBLOCK SF WEEP SYSTEMWRB FROM BELOW24 GA. PRE-FINISHED SM SILLFLASHING - SLOPE 2% MIN. TOPREVENT PONDING WATER6"BRICK VENEER, ASSCHEDULED4"ALUM. STOREFRONTASSEMBLY, AS SCHEDULEDSEALANT w/ BACKER ROD38" SEALANT w/ BACKERROD, TYP.WRB, SEAL TO FLASHINGFLANGESEAL FLASHING TOPENETRATIONFLASHING, TYP.BRICK VENEER, AS SCHEDULED4"24 GA. PRE-FINISHED SMJAMB FLASHING4" SAM TARGET @ ALLBRICK TIES, TYP.SLOPE TOP COURSE OFBRICK TO SHED WATER, TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.6"0.025" SSTL COUNTER- FLASHING -EXTEND o/ VERT. LEG OF KICK-OUTFLASHING AND SEALVENT BOT. COURSE OFBRICK, TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.LEDGER AND ATTACHMENT, PERSTRUCT.0.025" SSTL FLASHING w/HEMMED DRIP38" SEALANT JOINT w/ BACKER ROD38" SEALANTJOINT w/BACKER ROD24 GA. PRE-FINISHED SMFLASHING, BED IN SEALANTALUM. STOREFRONTASSEMBLY, PER SCHEDULEFOIL-FACED SAMPENETRATION FLASHING38" SEALANTw/ BACKERROD, TYP.38" SEALANT w/BACKER ROD, TYP.4"9"PENETRATION FLASHING24 GA. PRE-FINISHED SM HEADFLASHING w/ HEMMED DRIP ANDPRE-FINISHED CLEAT. BED CLEATAGAINST PENETRATIONFLASHING, TYP.ALUM. STOREFRONTDOOR/ASSEMBLY, AS SCHEDULEDWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGINSIDE CLOSURE14"METAL PANEL, AS SCHEDULEDSEAL FLASHING TOPENETRATION FLASHING (AIRSEAL), TYP.BRAKE MTL, PER ARCH. CONT.SEAL @ LAPFOIL-FACED SAMEPENETRATION FLASHINGALUM. STOREFRONTASSEMBLY, AS SCHEDULEDSEALANT w/ BACKERRODSEAL INSIDE EDGE OFBRAKE TO PF, TYP.38" SEALANT w/ BACKER ROD @INTERIOR , TYP.INT. BRAKE METAL,PER ARCH.VERIFY STRUCT.SEALANT w/BACKER RODEXT.EXT.FOIL-FACED SAMPENETRATION FLASHINGSEAL INSIDE EDGE OF BRAKE TO FACEOF INSULATION, TYP. (WHERE BYPASSSEALANT JOINT) - EA. SIDESEALANT w/BACKER ROD38" MIN. SEALANT w/ BACKER RODBRAKE METAL, PER ARCH.38" SEALANT w/ BACKERROD @ INTERIOR, TYP.SHIMSEAL LAP, TYP.ALUM. STOREFRONT ASSEMBLY, ASSCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESILL FLASHING BIBROLL ALL LAPS IN AWB w/J-ROLLER, TYP.METAL PANEL, AS SCHEDULED9"PENETRATION FLASHINGBLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.FOIL-FACED SAM PENETRATIONFLASHING @ ALUM. STOREFRONTSPER STRUCTURALCANOPY ATTACHMENT KNIFEPLATE -REF. TYP. DETAIL 12/BEA5.06, SIM.24 GA. PRE-FINISHED SM HEADFLASHING w/ HEMMED DRIP ANDPRE-FINISHED CLEAT. BED CLEATAGAINST PENETRATION FLASHING, TYP.14"NOTE: SEE DETAILS 12/BEA5.01 AND10/BEA5.03 FOR NOTES IN COMMONFOIL-FACED SAMPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING34" x 34" (MIN.)ALUM. BACKANGLE34" x 34" (MIN.) ALUM.BACK ANGLE38" SEALANTJOINT w/ BACKERRODINTERIOR BRAKE, PER ARCH.FOIL-FACED SAM PENETRATIONFLASHING38" MIN. SEALANT JOINT w/BACKER RODALUM. STOREFRONT, PERSCHEDULEBRAKE METAL, PER ARCH.BED INTERIOR LEGS OF BRAKEMETAL IN CONT. SEALANTWINDOW &DOOR DETAILSKRMGWBEA5.032SCALE: NTSSTOREFRONT JAMB AT BRICK, TYP.3SCALE: NTSSTOREFRONT SILL AT BRICK, TYP.456SCALE: NTSSTOREFRONT HEAD AT METAL789SCALE: NTSSTOREFRONT SILL AT CLADDING, TYP.101112SCALE: NTSSTROFRONT SILL AT GRADESCALE: NTSSTOREFRONT JAMB INSIDE CORNERSCALE: NTSSTOREFRONT JAMB OUTSIDE CORNERSCALE: NTSSTOREFRONT TRANSOM AND CANOPY ATTACHMENTSCALE: NTSNOT USEDTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SET1SCALE: NTSSTOREFRONT HEAD AT BRICK, TYP.SCALE: NTSSTOREFRONT JAMB AT CLADDING, TYP.SCALE: NTSSTOREFRONT HEAD AT CLADDING, TYP.AGENDA ITEM #6. c) 12" WRB CONT. BEHIND FC PANEL CLADDING SYSTEM, AS SCHEDULED VERTICAL REGLET JOINT, TYP. HOLD OFF HORZ. 12", TYP. MOISTURE-RESISTANT FURRING HORIZONTAL REGLET, TYP. WRB, RUN CONT. BEHIND BRICK, TYP. BRICK VENEER, AS SCHEDULED SEAL OR TAPE WRB TO VERT LEG OF FLASHING, TYP. 24 GA. PRE-FINISHED SM FLASHING w/ 12" DRIP EDGE AWB, LAP o/ TARGET FLASHING AND FLASHING PANEL AND SEAL EDGES BRICK VENEER, AS SCHEDULED GROUT IN PIPE PENETRATIONS, TYP. BRICK GROUT OR SANDED SEALANT JOINT, PER ARCH. PIPE, TYP. WEEP TUBE OR CORE VENT, TYP. AWB BRICK VENEER, AS SCHEDULED SAM @ INSIDE CORNER, TYP. 6" EA. SIDE SEAL OR TAPE ALL SEAMS IN WRB METAL PANEL, AS SCHEDULED1'-6"4"18" TARGET FLASHING (WRB) QUICKFLASH PANEL, TYP. GALVANIZED WALL HYDRANT BOX BUTYL TAPE o/ FLANGES - TOP AND SIDES 1'-6"18" TARGET FLASHING (WRB) QUICKFLASH PANEL, TYP. 6" 1'-0" 4" BUTYL SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP. 0.025" SSTL FLASHING w/ HEMMED DRIP SAM FLASHING SEALANT w/ BACKER ROD GRANULAR FILL 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP.6"24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP. BED IN SEALANT, TYP. SLOPE 2% MIN. TO SHED WATER BRICK VENEER, AS SCHEDULED PRE-CAST OR BRICK CAP, TOP SLOPED 2% MIN. TO SHED WATER CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED METAL PANEL, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, PER ARCH. 24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP 1'-058"3 8" SEALANT w/ BACKER ROD, TYP. CONT. BEAD OF NON-SKINNING BUTYL SEALANT OR TAPE J-TRIM, PER MANUF. INSIDE CLOSURE 1 4" SEAL OR TAPE WRB TO VERT. LEG OF FLASHING, TYP. EXTERIOR RATED LIGHT FIXTURE, PER ARCH. GALVANIZED J-BOX, GROUTED INTO BRICK, TYP.1'-6"BRICK VENEER, AS SCHEDULED 18" TARGET FLASHING (AWB) QUICKFLASH PANEL, TYP. AWB, LAP o/ TARGET FLASHING AND FLASHING PANEL AND SEAL EDGES CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP. 0.025" SSTL FLASHING w/ HEMMED DRIP VENT OR WEEP BOT. COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL CONTINUOUS EXTERIOR INSULATION, PER ARCH. GROUT SOLID UNDER FLASHING MORTAR NET, TYP. SAM FLASHING MORTAR NET, TYP. VENT OR WEEP BOT. COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL VENT OR WEEP TOP COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP.4"BRICK VENEER, AS SCHEDULED PRE-CAST OR BRICK CAP, TOP SLOPED 2% MIN. TO SHED WATER VENT OR WEEP TOP COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL 12" 24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP INSECT SCREEN WRB, LAP o/ AND SEAL TO VERT. LEG OF FLASHING FURRING, AS SCHEDULED 1 2 APPLY CAULK BEAD RIGID COUNTER FLASHING RIGID COUNTER FLASHING APPLY SEALANT @ CORNERS TERMINATION END DETAILS FACTORY CUT ENDS ALUM. REGLET VERTICAL MOLDING, TYP. FC PANEL RAINSCREEN SYSTEM, AS SCHEDULED WRB, CONTINUOUS BEHIND REGLET, TYP. MOISTURE-RESISTANT FURRING, PER ARCH. 12" WRB FC PANEL RAINSCREEN SYSTEM, AS SCHEDULED ALUM. REGLET Z-FLASHING, TYP. WEATHER-RESISTIVE BARRIER TO BE CONTINUOUS @ CORNERS, 12" MIN LAP. A VERTICAL MOLDING B HORIZONTAL MOLDING STEP STEP MOISTURE-RESISTANT FURRING, TYP. MOISTURE-RESISTANT FURRING, PER ARCH. ATTACHMENT PER ARCH. SAM, TYP. EXTERIOR DETAILS KRM KRM BEA5.04 1 SCALE: NTS INSIDE CORNER - BRICK TO SIDING 2 SCALE: NTS CLADDING TRANSITION 3 SCALE: NTS BASE OF WALL 4 SCALE: NTS HOSE BIB AT BRICK VENEER 5 SCALE: NTS CLADDING TRANSITION 6 SCALE: NTS ALTERNATE: BASE OF WALL 8 9 SCALE: NTS REGLET TRANSITION - MID-PANEL SPAN 10 SCALE: NTS REGLET TRANSITIONS 11 SCALE: NTS HORIZ. REGLET ABUTMENT 12 SCALE: NTS REGLET JOINT @ OUTSIDE CORNER THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET 7 SCALE: NTS LIGHT FIXTURE AT BRICK VENEER SCALE: NTS PIPE PENETRATION AT BRICK VENEER AGENDA ITEM #6. c) WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHINGCLADDING, AS SCHEDULED26 GA. PRE-FINISHED SM 'Z' FLASHING w/ FOLDED ENDDAMS. BED IN SEALANT TO BLOCKING, TYP.54" CEMENTITIOUS TRIM/BLOCKINGQUICKFLASH @ ALL PENETRATIONS, TYP.SHINGLE w/ WRB AND TAPE TOP AND SIDESFIELD WRB - HORSESHOE AROUNDPENETRATION AND SEAL w/ SEAM TAPECLADDING, AS SCHEDULEDQUICKFLASH PANEL @ ALL PENETRATIONS, TYP.SHINGLE w/ WRB AND TAPE TOP AND SIDESPIPE PENETRATION, TYP.14" SEALANT FILLET TOOLED AROUNDPIPE, TYP.SEAL BETWEEN THE BIB FLANGE AND BLOCKINGw/ SILICONE SEALANTFROST-FREE HOSE BIB, TYP.CONTINUOUS CLOSED-CELL SPRAY FOAM(FROM INTERIOR) @ PIPE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)CONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ PIPE PENETRATION THROUGH EXTERIORSHEATHING (AIR SEAL)EXTERIOR RATED LIGHT FIXTURE,PER SCHEDULEEXTERIOR RATED ELECTRICAL BOX - SIZEDTO FIT QUICKFLASH PANELQUICKFLASH PANEL - FLANGED TO SHAPEOF ELECTRICAL BOXWRB CONT. FROM BELOWCONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ CONDUIT/WIRE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)4"FURRING, AS SCHEDULEDFURRING, AS SCHEDULEDINSECT SCREENCLADDING, AS SCHEDULEDFURRING, AS SCHEDULEDWRBCLADDING, AS SCHEDULED12"12"SEAL EDGES AND LAPS, TYP.ALUM. TRIM, PER ARCH.WRBCLADDING, ASSCHEDULEDSEALANT FILLET12"12"SEAL EDGES ANDLAPS, TYP.SEALANTFILLETFIELD WRB CONT. BEHINDFLASHING, TYP.4"12"CLADDING, AS SCHEDULED24 GA. PRE-FINISHED SMFLASHING w/ 2" DRIP. ALLOWFOR BUILDING MOVEMENT -VERIFY w/ STRUCTURAL2" MIN.12" CLR38" CLRFURRING, AS SCHEDULEDINSECT SCREENAWB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING, TYP.WRBCLADDING, ASSCHEDULEDALUM. TRIM, PERARCH.12"12"SEAL EDGES ANDLAPS, TYP.FURRING, ASSCHEDULEDWRBCLADDING, AS SCHEDULEDALUM. TRIM, PER ARCH.FURRING, AS SCHEDULEDSEAL EDGES AND LAPS, TYP.TRIM FLASHING,PER ARCH.WRB LAP o/ AND SEAL TO VERT. LEG OFFLASHING, TYP.26 GA. PRE-FINISHED SM 'Z' FLASHING w/FOLDED END DAMSEXTERIOR RATED LIGHT FIXTURE,PER SCHEDULEEXTERIOR RATED ELECTRICAL BOXCEMENTITIOUS TRIM/BLOCKING, TYP.QUICKFLASH PANEL - FLANGED TO SHAPEOF ELECTRICAL BOX4"WRB CONT. FROM BELOWCONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ CONDUIT/WIRE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)CLADDING, AS SCHEDULED14" SEALANT FILLET AROUND SIDES AND BOTTOM TOLAP SIDINGINSECT SCREEN6"SAM o/ FLASHING PANEL TOP AND SIDESFIELD WRB - HORSESHOE AROUNDPENETRATION AND SEAL w/ SEAM TAPESAM o/ FLASHING PANEL TOP AND SIDESSAM o/ FLASHING PANEL TOP AND SIDES6"SAM o/ FLASHING PANEL TOP AND SIDES5ATHROUGH-WALLFLASHING4"2"12"10°12"12" 12"12"SAM TARGET @ EA. BRICK TIE (3" x 3"SQUARE), INSTALLED o/ WRBBRICK VENEER, PER ARCH.SEAL LAPS IN WRB, TYP.BRICK TIE, BY OTHERSWRBSAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM TARGET @ EA. BRICKTIE (3" x 3" SQUARE),INSTALLED o/ WRBBRICK TIE, BY OTHERSWRBBRICK VENEER, PERARCH.EXTERIORDETAILSKRMKRMBEA5.051SCALE: NTSINSIDE CORNER AT VERTICAL PANEL SIDING2SCALE: NTSOUTSIDE CORNER AT VERTICAL PANEL SIDING34578910SCALE: NTSHOSE BIB, TYP.11SCALE: NTSPIPE PENETRATION, TYP.12SCALE: NTSEXT. LIGHT FIXTURE @ LAPPED CLADDING, TYP.SCALE: NTSINSIDE CORNER AT PLANK SIDINGSCALE: NTSOUTSIDE CORNER AT PLANK SIDINGSCALE: NTSOUTSIDE CORNER AT BRICK VENEERSCALE: NTSNOT USEDSCALE: NTSTHROUGH-WALL FLASHING, TYP.9SCALE: NTSINSIDE CORNER AT BRICK VENEERTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETSCALE: NTSEXT. LIGHT FIXTURE @ PANEL CLADDING, TYP.AGENDA ITEM #6. c) 6" MIN.FIELD WRB - TAPE ALL SEAMS AROUND FLASHING PANEL WRB MANUF. STANDARD SEAM TAPE SAM o/ FLASHING PANEL SIDES AND TOP (LEAVE BOTTOM EDGE OPEN FOR DRAINAGE) LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW AIR SEAL AROUND OPENING - TARGET TO SHEATHING, TYP. QUICKFLASH PANEL, AS SCHEDULED FIELD WRB - TAPE ALL SEAMS AROUND VENT SHROUD w/ MANUF. STANDARD SEAM TAPE. ROLL TAPE ONCE INSTALLED, PER MANUF. 4" SAM (OR SA MEMBRANE STRIP) o/ VENT SHROUD FLANGES @ SIDES AND TOP LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW BED VENT SHROUD FLANGES IN CONTINUOUS SEALANT TO TARGET FLASHING FULLY SOLDERED VENT SHROUD w/ 4" FLANGES PRE-FINISHED VENT HOOD, PER ARCH. INSTALL AFTER CLADDING SYSTEM6" MIN.LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW 6" MI N. 1"1"LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW SAM FLASHING MEMBRANE TARGET o/ WRB TARGET KNIFEPLATE WRB TARGET FIELD WRB FROM BELOW SAM FLASHING MEMBRANE CUT AROUND PLATE - INSTALL MONOLITHICALLY o/ FASTENER HEADS FIELD WRB CUT AROUND KNIFEPLATE - SEAL ALL EDGES w/ MANUF. STANDRAD SEAM TAPE. ROLL TAPE ONCE INSTALLED, PER MANUF. TARGET FLASHING (WRB) - ALLOW FOR 24" ALL SIDES ENGINEERED STONE VENEER.4" MIN.1" 4" M I N .4" MIN.4" M I N . C A V I T Y S I Z E P E R V E N T S 1" 1" 1" 1"11"VENT COVER 1" PROUD OF SIDING, OR, PER ARCH. FACE OF SIDING BACKDRAFT FLAP @ ALL OPENINGS SLOPED TO DRAIN HEMMED DRIP EDGE OPENING SIZE - COMBINED SQFT FROM VENT DUCTS 24 GA. (MIN.) GALVANIZED SHEET METAL (GSM), FULLY SOLDERED VENT COLLAR w/ 4" FLANGES PROVIDE METAL COLLAR TO RECEIVE VENT HOOD. SOLDER METAL COLLAR JOINTS AND PROVIDE DRIP EDGE @ BOTTOM VENTING HOLES, AS REQ'D 1" TYP. @ SIDES, BETWEEN HOLES AND @ BOTTOM. TIGHT TO TOP NOTE: 1.SIMILAR FOR SINGULAR VENTS - SIZE PER ARCH/MEP. 2.MECHANICAL PANEL SCREEN PER ELEVATIONS (PER ARCH.). NFVA TO MEET CODE, COLOR TO MATCH ADJACENT CLADDING (OR, PER ARCH). CLADDING, AS SCHEDULED FURRING, AS SCHEDULED FIELD WRB - LAP o/ AND SEAL/TAPE TO SAM FLASHING SAM FLASHING MEMBRANE CUT AND LAPPED o/ ATTACHMENT PLATE AND FASTENERS, TYP. SAM FLASHING MEMBRANE TARGET (o/ AWB TARGET) KNIFEPLATE, PER STRUCT. WRB TARGET FIELD WRB FROM BELOW SEAM TAPE1"6"WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHING, TYP. NOTE: 1.SEAL WRB TO VENT FLANGES AT THE TOP AND SIDES. LEAVE BOTTOM FLANGE OPEN FOR DRAINAGE. 2.VERIFY WITH ARCHITECT VENT ASSEMBLY. 3.WRB/TARGET FLASHING SAME FOR VENTS LOCATED IN ENGINEERED STONE VENEER. TARGET FLASHING BEHIND VENT FLANGES - EXTEND 4" MIN. PAST FLANGES ALL SIDES, TYP. CLADDING, AS SCHEDULED PRIMED VENT SHROUD BACKDRAFT DAMPER6"TAPE/ SEAL SEAMS OF WRB, TYP. REMOVABLE PERFORATED SCREEN (IF NOT DRYER VENT) CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ DUCT PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) INSECT SCREEN GSM COLLAR GALV. SCREW w/ EPDM WASHER 4" SAM BEHIND FLASHING 4"4" LAP SIDING, AS SCHEDULED 14" SEALANT FILLET 24 GA. PRE-FINISHED SM FLASHING ALUM. TRIM, PER ARCH. FURRING, AS SCHEDULED PANEL SIDING, AS SCHEDULED WRB, CONT. EXTERIOR DETAILS KRM KRM BEA5.06 1 SCALE: NTS VERTICAL CLADDING TRANSITION 2 SCALE: NTS NOT USED 3 SCALE: NTS VENT SHROUD - SECTION 5 SCALE: NTS QUICKFLASH PANEL FLASHING SEQUENCE 6 SCALE: NTS VENT COLLAR - ISO 8 SCALE: NTS VENT SHROUD FLASHING SEQUENCE 9 SCALE: NTS KNIFEPLATE FLASHING, TYP.12 SCALE: NTS KNIFEPLATE FLASHING SEQUENCE THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET AGENDA ITEM #6. c) 4"4"12"412"4"24 GA. GALVANIZED SMBOOT FLASHINGDECK EDGE FLASHING, PERTYPICAL DETAIL 2/XBE5.07FASCIA, TO BE FIT FLUSH w/ADJACENT SIDING.CONTRACTOR TO VERIFYWIDTH OF FASCIAEXTERIOR SHT'G4"4"4"4"4"WRB (NOT SHOWN) TOSHINGLE OVER VERTICALFLANGE AND SEALWRB (NOT SHOWN) TOSHINGLE OVER VERTICALFLANGE AND SEAL24 GA. GALVANIZED SMBOOT FLASHINGDECK EDGE FLASHING, PERTYPICAL DETAIL 5/XBE4.04FASCIA, TO BE FIT FLUSHw/ ADJACENT SIDING.CONTRACTOR TO VERIFYWIDTH OF FASCIAEXTERIOR SHT'GWRB TARGET - CONTINUOUS BEHINDDECK LEDGER, TYP. - PROVIDE A 6"MIN. LAP EA. SIDE OF LEDGERDECK WP MEMBRANE - CONTINUOUSUP JAMBS 6" MIN. MEMBRANE TOADHERE DIRECT TO SHEATHING, TYP.DECK FRAMING, AS SCHEDULED6"WRB, LAP o/ MEMBRANE AND SEALBOTTOM EDGE, TYP.CLADDING, AS SCHEDULED24 GA. GALV. SADDLEFLASHING - SEE DETAIL5,6/XBE5.04, TYP.ADECK EDGEFLASHING, TYP.4"212"24 GA. PRIMED SMFLASHING w/ HEMMEDDRIPFASCIA, PER ARCH.WP DECK MEMBRANE24 GA. PRIMED SM FLASHING (OR MESH),TYP., PER MEMBRANE MANUF.REQUIREMENTSSIDING, AS SCHEDULEDWRB, CONTINUOUSSAM TARGET FLASHING BEHIND BLOCKINGCEMENTITIOUS BLOCKINGRAILING AND ATTACHMENT, PER ARCH.ALUM. GUARDRAIL - FACEMOUNT TOMOISTURE-RESISTANTBLOCKING, TYP.212"4"4"DECK MEMBRANE,AS SCHEDULEDDECK EDGE FLASHING -REF. DETAIL 2/BEA5.074"4"1" MIN.24 GA. SM DECK TOWALL FLASHING6"UPTURN MEMBRANE 6"MIN. TO WALLSHEATHING4"EXTENDMEMBRANE CONT.4" ONTO FACE OFSHEATHING, TYP.CORNER TRIM, ASSCHEDULEDSIDING, AS SCHEDULEDCORNER TRIM,EXTENDED BELOW1"2"SLOPE 2% MIN.SLOPE 14":12" MIN.ROUTE EDGE OF SHEATHINGTO ALLOW FOR FLUSHINSTALL OF FLASHING, TYP.1"WRB TARGET - CONTINUOUSBEHIND DECK LEDGER, TYP.DECK WP MEMBRANE -CONTINUOUS INTO SILL AND 6"MIN. UP JAMBSDECK FRAMINGSLOPE 14":12" MIN.DOOR, PER SCHEDULEALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT0.025" SSTL SILL PAN w/FOLDED/ SEALED ENDDAMSPER ARCH.12"AIRPERFORATED STRIPVENTSOFFIT, PER ARCH.SLOPE 14":12" MIN.TERM. WP MEMBRANE @ BOT. CHAMFEREPDM SHIMGUARDRAIL, BY OTHERSWP MEMBRANE - STRIP-INPRIOR TO GUARDRAIL INSTALLDOOR, PER SCHEDULEALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT2"6"WRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGBRICK VENEER, AS SCHEDULED0.025" SSTL FLASHING w/ HEMMEDDRIP - SPRUNG TO DECKVENT OR WEEP BOT. COURSE OFBRICK, TYP. RECOMMENDCOR-A-VENT, OR EQUALMORTAR NET, TYP.WP MEMBRANEEXTERIORDETAILSKRMKRMBEA5.07381011126SCALE: NTSCONCRETE UNIT DECKSCALE: NTSDECK TO WALL AT CONC. DECKSCALE: NTSNOT USED5417SCALE: NTSTOP RAIL WALL ATTACHMENTSCALE: NTSNOT USEDSCALE: NTSDOOR THRESHOLD AT FRAMED DECKSCALE: NTSDECK TO WALL (PERPENDICULAR)SCALE: NTSDECK TO OUTSIDE WALL (FLUSH)SCALE: NTSDECK TO WALL, TYP.SCALE: NTSDECK TO WALL INTERFACE2SCALE: NTSDECK EDGE FLASHING, TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK A 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0609PERMIT SETAGENDA ITEM #6. c) 8"1" SAM TAPE (AS REQ'D PER ROOFING MANUF.) ALUM. TERMINATION BAR w/ SEALANT 0.025" SSTL RECIEVER 0.025" SSTL REGLET FLASHING w/ 12" HEMMED DRIP PERFORATED GIRT / INSECT SCREEN AWB, BOT. EDGE SEALED TO FLASHING, TYP. ROOF MEMBRANE HEAT WELD6"CLADDING, AS SCHEDULED HIGH-TEMP SAM SINGLE-PLY ROOFING MEMBRANE WRB2"PER ARCH.ALUM. TERM. BAR w/ SEALANT 3" HEAT WELD CONT. GALV. CLEAT INSECT SCREEN 24 GA. PRE-FINISHED, STANDING SEAM SM COPING w/ HEMMED DRIP EDGES. DO NOT FASTEN CLEATS THROUGH HORIZONTAL MEMBRANE SLOPE 14":12"6" MIN.4"CLADDING, AS SCHEDULED FURRING, AS SCHEDULED ROOF ACCESS HATCH, AS SCHEDULED TERMINATE FIELD MEMBRANE w/ FASTENER PLATE 1" FROM CURB AND 12" o.c. AROUND CURB, TYP. FIELD MEMBRANE VERIFY MIN. UPTURN AND TERMINATION w/ ROOFING MANUF. TYPICALLY 8" MIN. CANT STRIP, AS NECESSARY TPO PRIMER, AS REQUIRED BY MANUF. UNREINFORCED PRE-FABRICATED (OR FIELD-FABRICATED) TPO MEMBRANE T-JOINT PATCH MIN. 4" DIAMETER CUT EDGE SEALANT, TYP. RE-INFORCED TPO MEMBRANE, AS SCHEDULED 3" (MIN.) REINFORCED TPO MEMBRANE ROOF SUBSTRATE INSULATION/ COVERBOARD, AS SCHEDULED CUT EDGE SEALANT HEAT-WELDED LAP MOLDED OUTSIDE CORNER FIELD MEMBRANE WRAP ROOFING MEMBRANE CONT. o/ CURB AND DOWN 2" MIN. FASTEN @ INTERIOR SIDE, TYP. ROOF CURB INSULATION, AS SCHEDULED COVERBOARD TERMINATE FIELD MEMBRANE w/ FASTENER PLATE 1" FROM CURB AND 12" o.c. AROUND CURB, TYP. ALUM. TERMINATION BAR - TYPICALLY FASTENED 6" o.c. (OR PER MANUF.) REINFORCED, 60-MIL (MIN.) TPO MEMBRANE CAULK GRADE SEALANT FASTENERS AND PLATES - TYPICALLY 12" o.c. (OR PER MANUF. BED LEADING EDGE OF MEMBRANE IN SEALANT PRIOR TO TERMINATION, TYP. 8" MIN. ROOF ASSEMBLY, AS SCHEDULED SA VAPOR BARRIER 1" (MIN. CLOSED-CELL SPRAY FOAM) PERLITE CANT STRIP, OR PER MANUF. RECOMMENDATIONS - VERIFY FIELD MEMBRANE 2"HEAT WELD 24 GA. GSM COUNTERFLASHING w/ 12" HEMMED DRIP PER MECH. CONT. EPDM ISOLATOR PAD, OR PER MECH. INSULATE TO HVAC DUCT (INSIDE CURB), MIN. R-13. SEAL TO DUCT TO MAINTAIN AIR BARRIER (CLOSED-CELL SPRAY FOAM), TYP. HVAC DUCT SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. VERIFY BLOCKING w/ STRUCT. 1 4" SEALANT JOINT BETWEEN TRIM AND WINDOW @ JAMBS AND SILL, TYP. ALUM. TRIM, PER ARCH. AIR 12" PENETRATION FLASHING, PER BEA5.00 INSECT SCREEN 24 GA. PRE-FINISHED SM STEP FLASHING - OVERLAP COPING METAL 2" MIN. HT SAM 24 GA. PRE-FINISHED SM COPING FLASHING w/ 4" DOWNLEG CONT. GALV. CLEAT INSECT SCREEN CLADDING, AS SCHEDULED FURRING, AS SCHEDULED 1" (MIN.) CLOSED-CELL SPF (AIR SEAL 1" CLOSED-CELL SPF (AIR SEAL) 3 8" SEALANT JOINT w/ BACKER ROD WINDOW, PER SCHEDULE ROOF DETAILS BEA6.00 2 SCALE: NTS PARAPET, TYP. 3 4 SCALE: NTS ROOF TO WALL TERMINATION, TYP. 5 SCALE: NTS ROOF MEMBRANE TERMINATION - ISO 7 SCALE: NTS ROOF CURB, TYP. SCALE: NTS ROOF CURB - ISO 10 SCALE: NTS ROOF HATCH, TYP. 12 SCALE: NTS ROOF AT STEP BACK THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET SA VAPOR BARRIER SCALE: NTS END LAP & T-JOINT PATCH6 REF. DETAIL 3/A640 REF. DETAIL 8/A640 AGENDA ITEM #6. c) V E R I F Y I N F I E L D 6" MI N. 24 GA. PRE-FINISHED SM COPING CAP STANDING SEAM JOINTS - FOLD AND SEAL ENDS, TYP. NOTE: NO PENETRATION WILL BE ALLOWED IN TOP OF COPINGS LAP VERT. FACES OF COPING AND INSTALL OVER BED OF SEALANT BEND CORNERS OVER 3 4" STANDING SEAM JOINT, TYP. SL O P E SLOPEA A LAP FINISH MATERIAL 2" MIN STANDING SEAM JOINT (TYP) 2 SEALANT BEADS ON ALL 3 SIDES, TYP. 1"1" S L O P E PIPE/TUBE PENETRATION - PREP SUBSTRATE PER MANUF., AS REQUIRED 3", OR PER MANUF. CONTINUOUS SEALANT @ GUMLIP ABOVE CLASP STAINLESS STEEL CLASP PRE-MANUFACTURED BOOT FLASHING 8" MIN., TYP.HEAT WELD 3", OR PER MANUF. CONTINUOUS SEALANT @ GUMLIP ABOVE CLASP STAINLESS STEEL CLASP 8" MIN., TYP.HEAT WELD, TYP. PRE-MANUFACTURED BOOT FLASHING FALL ARREST ANCHOR - ATTACH PER STRUCT. 4"4" 8" 4" PER ARCH. 12B ROOF TO WALL (PERPENDICULAR) 12A ROOF TO WALL (PARALLEL) 4" 4" 4" PER ARCH. 4" 4" 8" 4" 4" 4" 4" 4"4" 8" 24 GA. FULLY SOLDERED, GALVANIZED SHEET METAL (GSM) SADDLE FLASHING. INSTALL DIRECT TO WALL SHEATHING ADJACENT HIGH-TEMP SELF-ADHERED MEMBRANE o/ SHIM FIELD AWB EA. SIDE - TUCK UNDER HTSAM TUCK FIELD AWB UNDER SADDLE @ WALL CONTINUOUS INSULATION AROUND LEADER, TYP. OVERFLOW DRAIN, TYP. COVER BOARD CLAMPING RING, TYP. STRAINER CAP - VERIFY PROFILE w/ ARCH. TAPERED INSULATION, PER ARCH. MIN. 6" @ DRAIN CAST IRON DRAIN BASIN, OR PER ARCH. SET DRAINS IN CONT. BED OF APPROVED SEALANT, TYP.SUMP, PER ARCH.SINGLE-PLY MEMBRANE, AS SCHEDULED SA VAPOR BARRIER SA VAPOR BARRIER CONT. UNDER AND OVER ATTACHMENT PLATE CUT EDGE SEALANT HEAT WELD FASTEN FIELD AND HEAT WELD COVERBOARD 2" (MIN.) RIGID INSULATION TAPERED INSULATION, SLOP TO DRAIN TO MAIN ROOF S.S.D. SA WRB SINGLE-PLY MEMBRANE 2-PIECE, PRE-FINISHED ALUMINUM ROOF EDGE FLASHING PER ARCH.4"1" CLOSED-CELL SPF (AIR SEAL) TAPERED INSULATION, TO DRAIN 2"TERMINATE ROOFING MEMBRANE @ FASCIA, TYP. CLADDING, AS SCHEDULED 18" 1 4" EXT. SOFFIT, PER ARCH. 24 GA. PRE-FINISHED SM FLASHING w/ 12" HEMMED DRIP 4"212"4" FASCIA WRB CLADDING, AS SCHEDULED CLAD-METAL EDGE DRIP FLASHING HEAT WELD HEAT WELD SINGLE-PLY MEMBRANE 1" CLOSED-CELL SPF (AIR SEAL) 1" CLOSED-CELL SPF (AIR SEAL) SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. SA VAPOR BARRIER TURN UP AND SEAL EDGES, TYP. 6 BEA6.01 3"3"VERIFY w/ MECH. 4'-0"2'-0"1'-9"1'-9" ROOF DRAIN OVERFLOW DRAIN w/ COLLAR LEAD FLASHING DRAIN SUMP ROOF DETAILS KRM BEA6.01 1 SCALE: NTS ROOF MEMBRANE PENETRATION, TYP. 2 4 SCALE: NTS SINGLE PLY ROOF EDGE OVERHANG 5 SCALE: NTS SINGLE PLY ROOF EDGE 6 SCALE: NTS ROOF DRAIN BASIN & OVERFLOW, TYP. 7 SCALE: NTS PARAPET TO WALL TRANSITION 8 SCALE: NTS MAIN TO BUTTERFLY ROOF TRANSITION 9 SCALE: NTS ROOF DRAIN SUMP - PLAN 10 SCALE: NTS COPING CORNER, TYP. 11 SCALE: NTS TYPICAL STANDING SEAM JOINT 12 SCALE: NTS PARAPET TO WALL SADDLE FLASHINGS THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET SCALE: NTS FALL ARREST ANCHOR FLASHING, TYP.AGENDA ITEM #6. c) 1'-0" SUMP 3"3"4"6"4"3"1" CANT STRIP CONDUCTOR BOX, REFER TO DET. 4/BE5.02 SCUPPER COLLAR SAM FLASHING TAPE CLADDING, AS SCHEDULED AWB SINGLE-PLY ROOF MEMBRANE ROOF MEMBRANE FLASHING, PER MANUF. MEMBRANE EDGE SEALANT EA. SIDE4"PVC-CLAD SCUPPER BODY, BED IN CONTINUOUS SEALANT TO SHEATHING/ FRAMING, TYP. SCUPPER COLLAR @ EXT. SIDE w/ 4" FULLY SOLDERED FLANGES PRE-FINISHED SM COLLECTOR BOX WITH OVERFLOW AND DOWNSPOUT, 22 GA. MIN. REFER TO ARCH. FOR DIMENSIONS AND FINISH WRB CLADDING, AS SCHEDULED 1" OVERFLOW SLOT SET COLLAR FLANGE IN CONT. SEALANT INSECT SCREEN 12"3" SA VAPOR BARRIER 4" 4" 4" 4" 6" 4" DEPTH OF WALL +3"34" 2" 4" 4" 4" 4" 6" 4" 24 GA. GALV. G-90, FULLY-SOLDERED SCUPPER BODY 24 GA. GALV. G-90, FULLY SOLDERED SCUPPER COLLAR 4" FIELD MEMBRANE PRE-FABRICATED OUTSIDE CORNER, HEAT-WELDED RE-INFORCED 60-MIL (MIN.) TPO MEMBRANE, AS SCHEDULED REINFORCED 60-MIL MEMBRANE, AS SCHEDULED FIELD MEMBRANEFASTENERS AROUND PERIMETER, PER MEMBRANE MANUF. MANUF. T-JOINT PATCH @ MEMBRANE OVERLAP, TYP. ONE PIECE CORNER MEMBRANE w/ PIG EAR (DO NOT CUT). ALL SEGMENTS MUST BE WELDED DOWN, PER MEMBRANE MANUF. CURB OR WALL 3" MIN. 3"PER ARCH.ROOF ASSEMBLY, AS SCHEDULED ROOF ASSEMBLY, AS SCHEDULED CLOSED-CELL SPRAY FOAM OR FIRE-RESISTANT INSULATION ROOF DETAILS BEA6.02 2 SCALE: NTS THROUGH-WALL SCUPPER & COLLAR 4 SCALE: NTS THROUGH-WALL SCUPPER - PLAN 5 SCALE: NTS NOT USED 6 SCALE: NTS THROUGH-WALL SCUPPER - SECTION 710 12 THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK A2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0609 PERMIT SET SCALE: NTS ROOF STEP AT HIGH ROOF SCALE: NTS INSIDE CORNER (1-PIECE), TYP. SCALE: NTS OUTSIDE CORNER FLASHING, TYP. SA VAPOR BARRIER AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA RECORDING COVER SHEET AFTER RECORDING, MAIL TO: City Clerk’s Office City of Renton 1055 S Grady Way Renton, WA 98055 DOCUMENT TITLE: MULTI-FAMILY HOUSING PROPERTY TAX EXEMPTION AGREEMENT FOR SOLERA REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A GRANTOR: SOLERA MANAGER, LLC GRANTEE: CITY OF RENTON LEGAL DESCRIPTION (abbreviated): SOLERA BLOCK A LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: THAT PORTION OF BLOCKS 39 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. SOLERA BLOCK B LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: THAT PORTION OF BLOCK 39, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON. Full Legal Description on Page(s): i-ii ASSESSOR’S PROPERTY TAX PARCEL/ACCOUNT NUMBER(S): 7227801405,7227801205, 722780126 AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 1 MULTI-FAMILY HOUSING PROPERTY TAX EXEMPTION AGREEMENT FOR SOLERA THIS AGREEMENT is entered into this ____ day of _______________, 2021 by and between SOLERA MANAGER LLC, (hereinafter referred to as the “Applicant”), and the CITY OF RENTON, a municipal corporation (hereinafter referred to as the “City”). Recitals. 1. Applicant has applied to the City for a limited property tax exemption as provided for in Chapter 84.14 RCW and RMC 4-1-220 for multi-family housing residential rental housing located in the Center Village (CV) zone as part of Sunset Area residential targeted area and the Department of Community and Economic Development Administrator has approved the application; and 2. Applicant has submitted to the City preliminary site plans, floor plans, and elevations for Solera Block A and Block B with five hundred and ninety (590) new multi-family housing units to be constructed as part of a mixed-use project (hereinafter referred to as the “Project”) on property located at 2842 Sunset Blvd, Renton, Washington, and more fully described in Exhibit A attached hereto, (hereinafter referred to as the “Property”); and 3. Applicant is the owner of the Property; and 4. The City has determined that the Project will, if developed as proposed, satisfy the requirements for a Final Certificate of Tax Exemption. NOW, THEREFORE, the City and Applicant do mutually agree as follows: 1. Conditional Certificate of Acceptance of Tax Exemption City agrees, upon execution of this Agreement following approval by the City Council, to issue a Conditional Certificate of Acceptance of Tax Exemption, which conditional certificate shall expire three (3) years from the date of approval of this Agreement by the City Council, unless extended by the Administrator of the Department of Community and Economic Development (or any other City office, department or agency that shall succeed to its functions), or his or her designee, (hereafter referred to as “Administrator”) as provided in RMC 4-1-220I. AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 2 2. Agreement to Construct Multi-Family Housing. a. Applicant agrees to construct the Project on the Property substantially as described in the site plans, floor plans, and elevations on file with the City’s Department of Community and Economic Development or its functional successor (hereafter referred to as “Department”) as of the date of the City Council’s approval of this Agreement, subject to such modifications thereto as may be required to comply with applicable codes and ordinances; provided, that in no event shall such construction provide fewer than thirty (30) new multi-family housing dwelling units designed for permanent residential occupancy, nor shall permanent residential housing comprise less than fifty percent (50%) of the gross floor area of the mixed-use project constructed pursuant to this Agreement. b. Applicant agrees to construct the Project on the Property to comply with all applicable zoning requirements, land use regulations, and building and housing code requirements, including but not limited to the City’s development regulations in Title IV of the RMC and the City’s applicable design standards and guidelines. The Applicant further agrees that approval of this Agreement by the City Council, its execution by the Mayor, or issuance of a Conditional Certificate of Acceptance of Tax Exemption by the City pursuant to RMC 4-1-220F3 in no way constitutes approval of proposed improvements on the Property with respect to applicable provisions of the City’s development regulations included in Title IV of the RMC or any other applicable regulation or obligates the City to approve proposed improvements to the Property. c. Applicant agrees that the Project will be completed within three (3) years from the date of approval of this Agreement by the Council, unless extended by the Administrator for cause as provided in RMC 4-1-220I. 3. Requirements for Final Certificate of Tax Exemption. Applicant may, upon completion of the Project and upon issuance by the City of a temporary certificate of occupancy, or a permanent certificate of occupancy if no temporary certificate is issued, request a Final Certificate of Tax Exemption. The request shall be in writing directed to the Administrator and be accompanied by the following: a. A statement of expenditures made with respect to each multi-family housing unit and the total expenditures made with respect to the entire Project and Property; b. A description of the completed work and a statement of qualification for the multi-family housing property tax exemption; AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 3 c. A statement that the Project was completed within the required three-(3) year period or any authorized extension and documentation that the Project was completed in compliance with the terms of this Agreement; d. The total monthly rent of each multi-family housing unit rented to date; e. The income of each renter household to date at the time of initial occupancy f. A statement that the Project meets the affordable housing requirements in Paragraph 5 below, along with the number, type, and specific multi-family housing units rented to date to meet the affordable housing requirements; and g. Any such further information that the Administrator deems necessary or useful to evaluate the Project’s eligibility for the Final Certificate of Tax Exemption. 4. Agreement to Issue Final Certificate of Tax Exemption. The City agrees to file a Final Certificate of Tax Exemption with the King County Assessor within forty (40) days of submission by the Applicant of all materials required by paragraph 3 above, if Applicant has: a. Successfully completed the Project in accordance with the terms of this Agreement and RMC 4-1-220; b. Filed a request with the City for a Final Certificate of Tax Exemption with the Administrator and submitted the materials described in paragraph 3 above; c. Paid the City a fee in the amount of one thousand dollars ($1,000); and d. Met all other requirements provided in RMC 4-1-220 for issuance of the Final Certificate of Tax Exemption. 5. Duration of the Property Tax Exemption Subject to the terms of this Agreement and the requirements of RMC 4-1-220, the value of improvements qualifying under RMC 4-1-220 is exempt from ad valorem property taxation for twelve (12) years successive years beginning January 1st of the year immediately following the calendar year of issuance of the final certificate of tax exemption. AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 4 For the duration of the twelve (12)-year exemption period, the Applicant agrees to rent at least twenty percent (20%) of the Project’s new multi-family housing units (i.e., a minimum of one hundred and eighteen (118)) as affordable housing to low income households at eighty percent (80%) or less of median income. The Applicant may use any combination of studio, one (1)-bedroom, two (2)- bedroom, and/or three (3)-bedroom units to comply with the minimum twenty percent (20%) requirement above. If the Project includes more than one (1) building with multi-family housing units, all of the affordable housing units required above shall not be located in the same building. The following definitions apply to the requirements in this paragraph 5: a. "Affordable housing" means residential housing that is rented by a low income household whose monthly housing costs, including rent and utilities other than telephone, do not exceed thirty percent (30%) of the household's monthly income. b. "Household" means a single person, family, or unrelated persons living together. c. "Low income household" means a single person, family, or unrelated persons living together whose adjusted income is at or below eighty percent (80%) of the median income. d. “Median income” means the median family income adjusted for family size for King County, as reported by the United States Department of Housing and Urban Development (HUD). In the event that HUD no longer publishes median income figures for King County, the City may use or determine such other method as it may choose to determine the King County median income, adjusted for household size. 6. Annual Certification and Report. Within thirty (30) days after the first anniversary of the date the City issued the Final Certificate of Tax Exemption and each year thereafter for the duration of the tax exemption period noted in paragraph 5 above, Applicant agrees to file an annual report with the Administrator. The report shall contain such information as required by RCW 84.14 and as the Administrator may deem necessary or useful, and shall at a minimum include the following: AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 5 a. A statement of the occupancy and vacancy of the multi-family housing units during the twelve months ending with the anniversary date; b. A certification that the multi-family housing units, Project, and Property have not changed use since the date the City issued the Final Certificate of Tax Exemption, c. A statement that the multi-family housing units, Project, and Property continue to be in compliance with this Agreement and the requirements of RCW 84.14 and RMC 4-1-220; d. A description of any improvements or changes to the Project made after the City issued the Final Certificate of Tax Exemption; e. The total monthly rent of each multi-family housing unit rented or the total sale amount of each multi-family housing unit sold to an initial purchaser during the twelve months ending with the anniversary date; f. The income of each renter household at the time of initial occupancy and the income of each initial purchaser of owner-occupied multi-family housing units at the time of purchase during the twelve months ending with the anniversary date; g. A certification that the Project has been and continues to be in compliance with the affordable housing requirements included in paragraph 5 above since the date the City issued the Final Certificate of Tax Exemption; h. A breakdown of the number, type, and specific multi-family housing units rented or sold during the twelve months ending with the anniversary date to meet the affordable housing requirements included in paragraph 5 above; i. Any additional information requested by the City pursuant to meeting any reporting requirements under RCW 84.14; and j. Any such further information that the Administrator deems necessary or useful to evaluate the Applicant’s compliance with this Agreement and the requirements of RCW 84.14 and RMC 4-1-220. 7. No Violations for Duration of Exemption. For the duration of the property tax exemption granted under RMC 4-1-220 and noted in paragraph 5 above, Applicant agrees that the Project and the Property will have no violations of applicable zoning requirements, land use regulations, and building AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 6 and housing code requirements, including but not limited to the development regulations in Title IV of the RMC, for which the Department of Community and Economic Development or its functional successor shall have issued a notice of violation, citation or other notification that is not resolved by a certificate of compliance, certificate of release, withdrawal or otherwise, within the time period for compliance, if any, provided in such notice of violation, citation or other notification or any extension of the time period for compliance granted by the Department of Community and Economic Development. 8. Notification of Transfer of Interest or Change in Use. Applicant agrees to notify the Administrator within thirty (30) days of any transfer of Applicant’s ownership interest in the Project, the Property or any improvements made to the Property. Applicant further agrees to notify the Administrator and the King County Assessor within sixty (60) days of any change of use of any or all of the multi-family housing units on the Property to another use. Applicant acknowledges that such a change in use may result in cancellation of the property tax exemption and imposition of additional taxes, interest, and penalty pursuant to State law. 9. Cancellation of Exemption - Appeal. a. The City reserves the right to cancel the Final Certificate of Tax Exemption if at any time the multi-family housing units, the Project, or the Property no longer complies with the terms of this Agreement or with the requirements of RMC 4-1-220, or for any other reason no longer qualifies for a property tax exemption. b. If the property tax exemption is canceled for non-compliance, Applicant acknowledges that state law requires that an additional real property tax is to be imposed in the amount of: [a} the difference between the property tax paid and the property tax that would have been paid if it had included the value of the nonqualifying improvements, dated back to the date that the improvements became nonqualifying; [b] a penalty of 20% of the difference calculated under paragraph (a) of this paragraph 9; [c] interest at the statutory rate on delinquent property taxes and penalties, calculated from the date the tax would have been due without penalty if the improvements had been assessed without regard to the exemptions provided by Chapter 84.14 RCW and RMC 4-1-220. Applicant acknowledges that, pursuant to RCW 84.14.110, any additional tax owed, together with interest and penalty, become a lien on the Property and attach at the time the Property or portion of the Property is removed from multi-family housing use or the amenities no longer meet applicable requirements, and that the lien has priority to and must be fully paid and satisfied before a recognizance, mortgage, judgment, debt, obligation, or responsibility to or with which the Property may become charged or liable. Applicant further acknowledges that RCW 84.14.110 provides that AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 7 any such lien may be foreclosed in the manner provided by law for foreclosure of liens for delinquent real property taxes. c. Upon determining that a tax exemption is to be canceled, the Administrator shall notify the property owner by certified mail, return receipt requested. The property owner may appeal the determination in accordance with RMC 4-1-220L2. 10. Amendments. No modification of this Agreement shall be made unless mutually agreed upon by the parties in writing and unless in compliance with the provisions of RMC 4-1-220H, including but not limited to the Applicant’s payment of a five hundred dollars ($500) contract amendment fee. 11. Binding Effect. The provisions, covenants, and conditions contained in this Agreement are binding upon the parties hereto and their legal heirs, representatives, successors, assigns, and subsidiaries. 12. Recording of Agreement. The Administrator shall cause to be recorded at the Applicant’s expense, or require Applicant to record, in the real property records of the King County Department of Records and Elections, this Agreement and any other documents as will identify such terms and conditions of eligibility for exemption as the Administrator deems appropriate for recording. 13. Audits and Inspection of Records. Applicant agrees to maintain, retain, and make available for inspection upon seven days’ written request from the City, any records pertaining to this contract. Applicant understands and agrees that the City has the right to audit or review appropriate records to assure compliance with this Agreement and RMC 4-1-220 and to perform evaluations of the effectiveness of the multi-family housing property tax exemption program. 14. Notices. AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 8 All notices to be given pursuant to this Agreement shall be in writing and shall be deemed given when hand-delivered within normal business hours, when actually received by facsimile transmission, or two business days after having been mailed, postage prepaid, to the parties hereto at the addresses set forth below, or to such other place as a party may from time to time designate in writing. APPLICANT: Solera Manager, LLC 10900 NE 8th St, Suite 1200 Bellevue, WA 98004 Phone: 425-278-9023 Attention: David B Ratliff, Manager CITY: City of Renton Department of Equity, Housing, and Human Services 1055 South Grady Way Renton, Washington 98055 Phone: (425) 430-7394 Attention: Administrator 15. Severability. In the event that any term or clause of this Agreement conflicts with applicable law, such conflict shall not affect other terms of this Agreement which can be given effect without the conflicting terms or clause, and to this end, the terms of the Agreement are declared to be severable. AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day and year written above. SOLERA MANAGER LLC, A Washington Limited Liability Company ____________________________ By: David Ratliff Its: Manager CITY OF RENTON ____________________________ Armondo Pavone, Mayor APPROVED AS TO FORM: ATTEST: ____________________________ ___________________________ Shane Moloney, City Attorney Jason Seth, City Clerk AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 10 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this ________ day of _____________________, 202_____, before the undersigned, a Notary Public in and for the state of Washington, duly commissioned and sworn, personally appeared before me DAVID RATLIFF, to me known to be the Manager of SOLERA MANAGER LLC, that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said party, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. In witness whereof I have hereunto set my hand and affixed my official seal the day and year first above written. [notary seal] NOTARY PUBLIC Printed Name: Residing at My commission expires AGENDA ITEM #6. c) Multi-Family Housing Property Tax Exemption Agreement SOLERA 11 STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this ________ day of _____________________, 202_____, before the undersigned, a Notary Public in and for the state of Washington, duly commissioned and sworn, personally appeared before me Armondo Pavone, to me known to be the Mayor of the City of Renton, the municipal corporation that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said municipal corporation for the uses and purposes therein mentioned and on oath stated that he was authorized to execute said instrument. In witness whereof I have hereunto set my hand and affixed my official seal the day and year first above written. [notary seal] NOTARY PUBLIC Printed Name: Residing at My commission expires AGENDA ITEM #6. c) i MULTI-FAMILY HOUSING PROPERTY TAX EXEMPTION AGREEMENT EXHIBIT A LEGAL DESCRIPTION SOLERA BLOCK A LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: THAT PORTION OF BLOCKS 39 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 39; THENCE NORTH 35º46'47" EAST 665.73 FEET; THENCE NORTH 54º18'02" WEST 36.98 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 54º18'02" WEST 181.99 FEET TO A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 90º00'00", AN ARC DISTANCE OF 23.56 FEET; THENCE NORTH 35º41'58" EAST 160.59 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 124.50 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 34º40'01", AN ARC DISTANCE OF 75.33 FEET; THENCE NORTH 01º01'57" EAST 178.18 FEET TO A CURVETO THE RIGHT, HAVING A RADIUS OF 15.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 90º00'00", AN ARC DISTANCE OF 23.56 FEET; THENCE SOUTH 88º58'03" EAST 171.02 FEET TO A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 87º49'37", AN ARC DISTANCE OF 22.99 FEET TO A REVERSE CURVE TO THE LEFT, HAVING A RADIUS OF 361.64 FEET; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 32º24'15", AN ARC DISTANCE OF 204.53 FEET TO A REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 AGENDA ITEM #6. c) ii FEET; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENRAL ANGLE OF 69º19'27", AN ARC DISTANCE OF 18.15 FEET; THENCE SOUTH 35º46'47" WEST 357.40 FEET TO A CURVE TO THE RIGHT, HAVING A RADIUS OF 15.00 FEET; THENCE WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 89º55'12", AN ARC DISTANCE OF 23.54 FEET TO THE POINT OF BEGINNING. SOLERA BLOCK B LEGAL DESCRIPTION: Real property in the County of King, State of Washington, described as follows: THAT PORTION OF BLOCK 39, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 39; THENCE NORTH 54º36'19" WEST 90.0O FEET TO THE POINT OF BEGINNING; THENCE NORTH 35º46'47" EAST 125.00 FEET; THENCE SOUTH 54º36'19" EAST 68.00 FEET; THENCE NORTH 35º46'47" EAST 466.83 FEET TO A CURVE TO THE LEFT HAVING A RADIUS OF 15.00 FEET; THENCE NORTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 90º04'48", AN ARC DISTANCE OF 23.58 FEET; THENCE NORTH 54º18'02" WEST 181.86 FEET TO A CURVE TO THE LEFT, HAVING A RADIUS OF 15.00 FEET; THENCE WESTERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 90º00'00", AN ARC DISTANCE OF 23.56 FEEET; THENCE SOUTH 35º41'59 WEST 390.30 FEET; THENCE SOUTH 35º19'13" WEST 193.66 FEET TO A CURVE TO THE LEFT, HAVING A RADIUS OF 15.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 66º26'43", AN ARC DISTANCE OF 17.40 FEET; THENCE SOUTH 54º36'19" EAST 127.96 FEET TO THE POINT OF BEGINNING. AGENDA ITEM #6. c) AB - 2981 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Request to hire Senior Business Systems Analyst position at grade A27 step E RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Executive Department STAFF CONTACT: David Lemenager, Application Support Manager EXT.: 6882 FISCAL IMPACT SUMMARY: None - The vacant position is currently budgeted at the same step due to previous incumbent. SUMMARY OF ACTION: The Executive Services Department’s Information Technology Division is requesting to hire the Senior Business Systems Analyst position at grade A27 step E. The recruitment for this position opened in September and yielded 8 candidates. 5 candidates were selected from the pool to be interviewed. The position is knowingly under market and a higher step is needed to produce a quality hire. In addition, the vacant position is currently budgeted at the same step due to previous incumbent. The candidate chosen to hire, has over 20 years of experience in the implementation and support of technology systems. The candidate has a Bachelor’s degree in Business Administration and Information Technology. Over the last 14 years, the applicant worked on global, cross-functional project teams in the aerospace industry and previously worked 6 years in the healthcare industry in a similar role. The combined experience and education for the candidate, lends to a higher step placement. EXHIBITS: N/A STAFF RECOMMENDATION: Approve the request to hire a Senior Business Systems Analyst at grade A27 step E AGENDA ITEM #6. d) AB - 2977 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Authorization to Hire Payroll Technician II position at Step E RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Finance Department STAFF CONTACT: Kari Roller, Finance Administrator EXT.: 6931 FISCAL IMPACT SUMMARY: There is no budget impact to hire this candidate at step E. SUMMARY OF ACTION: The Finance Department has experienced difficult recruiting for the Payroll Technician II position. This position has been posted three times since April 2021, and three rounds of interviews have been conducted. Previous candidates have declined hiring offers due to the competitive market for payroll professionals. The selected candidate is a talented professional with over twenty years of payroll, HR, and benefit administration experience. They have worked with unionized groups and have received remarkable reviews from their most recent supervisors. This candidate will bring much experience and talent to the Finance Department. EXHIBITS: A. Issue Paper STAFF RECOMMENDATION: Authorize staff to offer this candidate the Payroll Technician II (grade n13) position at Step E, effective November 9, 2021. AGENDA ITEM #6. e) ADMINISTRATIVE SERVICES M E M O R A N D U M DATE:October 18, 2021 TO:Randy Corman, Council President Members of Renton City Council VIA:Armondo Pavone, Mayor FROM:Kari Roller, Finance Administrator SUBJECT:Hire Payroll Technician II (grade n13) Position at Step E BACKGROUND One of two Finance Department payroll positions has been vacant since May 2021. ISSUE Finding a qualified candidate for the Payroll Technician II position was a challenging endeavor. The payroll position originally posted April 20, 2021. Staff re opened the posting two times since April, previous candidates had declined hiring offers due to the competitive market for hiring payroll professionals. A total of three rounds of interviews were held. The selected candidate is a talented professional with over twenty years payroll experience, in addition to HR and benefit administration experience, working for large corporations and unionized work groups. Additionally, they received remarkable reviews from their most recent supervisors. This candidate will bring much experience and talent to the Finance Department. It is our opinion that we will not be able to find an individual more suited by background, skills and abilities to fill this position. There is no budget impact to hire this candidate at step E. RECOMMENDATION We recommend that Council authorize staff to offer this candidate the Payroll Technician II (grade n13) position, Step E, effective November 9, 2021. AGENDA ITEM #6. e) AB - 2965 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Release of Retainage for Liberty Park Playground Improvements, CAG-21-127 RECOMMENDED ACTION: Council Concur DEPARTMENT: Parks & Recreation Department STAFF CONTACT: Alan J. Wyatt, Capital Projects Manager EXT.: 6571 FISCAL IMPACT SUMMARY: Retainage release payment for CAG-21-137 in the amount of $22,750.56. SUMMARY OF ACTION: The Parks and Recreation Department submits CAG-21-137, Liberty Park Playground Replacement, for release of retainage. Work started on May 17, 2021 and was completed on August 23, 2021. The contractor, Landscape Structures, Inc, met the terms of the contract by supplying playground equipment, demolishing existing equipment, evaluating and addressing drainage, installing play equipment and poured-in-place safety surfacing, and providing clean up, site restoration and debris removal. EXHIBITS: A. Notice of Completion - CAG-21-127 STAFF RECOMMENDATION: Approve the project and release of retainage for CAG-21-127, in the amount of $22,750.55, upon receipt of all required lien releases from the State. AGENDA ITEM #6. f) F215-038-000 Notice of Completion of Public Works Contract 05-2020 Notice of Completion of Public Works Contract Department Use Only Assigned to Date Assigned Date Form Version Revision Reason Awarding Agency Information Company Name UBI Number Address City State Zip Code Contact Name Phone Number Email Address Prime Contractor Information Company Name UBI Number Address City State Zip Code Contact Name Phone Number Email Address Project Information Project Name Contract Number Affidavit ID Number Jobsite Address City State Zip Code Date Awarded Date Work Commenced Date Work Completed Date Work Accepted Is this a Federally Funded Transportation Project? Yes No If yes, attach the Contract Bond Statement Have Subcontractors been used? Yes No If yes, complete Addendum A Contract/Payment Bond Waived? Yes No Retainage Bond Waived? Yes No Detailed Description of Work Completed DOR Tax Information Calculated Amount Liquidated Damages Additions (+) Amount Disbursed Reductions (-) Amount Retained Sub-Total Other Sales Tax Amount Sales Tax Rate Total Both totals must to be equal - If multiple sales tax rates, attach a list Apprentice Utilization Information Was apprentice utilization required? Yes No Engineer’s Estimate: Utilization %: If utilization did not meet or exceed 15%, was a Good Faith Estimate approved? Yes No Comments The Disbursing Officer must submit this completed notice immediately after acceptance of the work done under this contract. No payment shall be made from the retained funds until receipt of all release certificates and affidavits. Complete and submit for by email to all three agencies below Contract Release (855) 545-8163, option # 4 ContractRelease@LNI.WA.GOV Employment Security Department Registration, Inquiry, Standards & Coordination Unit (360) 890-3499 publicworks@esd.wa.gov Total AGENDA ITEM #6. f) Subcontractor's Name:UBI Number: (Required)Affidavit ID* Addendum A: Please List all Subcontractors and Sub-tiers Below This addendum can be submitted in other formats. Provide known affidavits at this time. No L&I release will be granted until all affidavits are listed. For tax assistance or to request this document in an alternate format, please call 1-800-647-7706. Teletype (TTY) users may use the Washington Relay Service by calling 711. REV 31 0020e Addendum (10/26/15)F215-038-000 05-2020 AGENDA ITEM #6. f) AB - 2979 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Coulon Trestle Bridge: Land and Water Conservation Fund Grant Agreement RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Parks & Recreation Department STAFF CONTACT: Erica Schmitz, Parks Planning Manager EXT.: 6614 FISCAL IMPACT SUMMARY: The Land and Water Conservation Fund grant administered by the State Recreation and Conservation Funding Board (RCFB) and the Recreation and Conservation Office (RCO) will generate $500,000 in revenue. The total cost of the Coulon Trestle Bridge Project per the grant agreement is $1,499,572. The City is required to provide matching funds for the grant, and the grant agreement specifie s the City portion of the project costs are $999,572 or 66%. The Coulon Trestle Bridge has been identified for the Parks, Trails and Recreational Facilities Bond funding, which is the source of the match. Fund 316.332070.020.594.76.63.000 COULON - TRESTLE BRIDGE has sufficient funds available for the City's portion of the project costs. SUMMARY OF ACTION: In 2020, City Council authorized staff to apply for a $500,000 Federal Land and Water Conservation Fund (LWCF) grant via Resolution 4409. Staff applied for the grant in 2020 and received the Notice of Award in 2021. This grant funding leverages the Parks, Trails and Recreational Facilities Bond funding. The project consists of removing the existing 58 in- water piles and the existing bridge structure. A new, clear-span bridge will be constructed with light penetrating decking and adds a viewpoint including interpretive signage. The bridge is a critical link within the park, and replacement is required due to structural deficiencies. Staff identified pre-agreement costs in the grant application which allowed design, engineering and surveying to occur prior to the grant agreement and still qualify for reimbursement. The construction phase of the project will be bid in early 2022, and construction will begin in October 2022 to comply with in-water work windows. A requirement of the grant is that entire park area will be mapped and designated as 6(f)(3) of the LWCF Act to ensure the park is dedicated in perpetuity to public outdoor recreation. Coulon Park has previously received funding from the LWCF program, and these restrictions are already in place for the park, as are the fee restrictions that follow. If a fee is charged, fees for nonresidents must not exceed twice the fee imposed on residents. If non residents are charged a fee while residents are not, the fee must not exceed the amount that would be charged for residents at a comparable local or state public facility. EXHIBITS: A. Grant Agreement B. Bridge Location Map C. New Bridge Rendering STAFF RECOMMENDATION: Authorize the Mayor and the City Clerk to execute the RCO Grant Agreement with the State of Washington per Resolution 4409. Adjust the budget to reflect the grant funding. AGENDA ITEM #6. g) RCO Grant Agreement Project Sponsor:City of Renton Project Number:20-1731D Project Title:Gene Coulon Beach Park Trestle Bridge Approval Date:09/24/2021 RCO: 20-1731 Revision Date: 6/1/2021 Page 1 of 38 PARTIES OF THE AGREEMENT This Recreation and Conservation Office Grant Agreement (Agreement) is entered into between the State of Washington by and through the Recreation and Conservation Funding Board (RCFB or funding board) and the Recreation and Conservation Office (RCO), P.O. Box 40917, Olympia, Washington 98504-0917 and City of Renton (Sponsor, and primary Sponsor), 1055 S Grady Way, Renton, WA 98057, and shall be binding on the agents and all persons acting by or through the parties. The Sponsor’s Data Universal Numbering System (DUNS) Number is 092278894. All Sponsors are equally and independently subject to all the conditions of this Agreement except those conditions that expressly apply only to the primary Sponsor. Prior to and during the Period of Performance, per the Applicant Resolution/Authorizations submitted by all Sponsors (and on file with the RCO), the identified Authorized Representative(s)/Agent(s) have full authority to legally bind the Sponsor(s) regarding all matters related to the project identified above, including but not limited to, full authority to: (1) sign a grant application for grant assistance, (2) enter into this Agreement on behalf of the Sponsor(s), including indemnification, as provided therein, (3) enter any amendments thereto on behalf of Sponsor(s), and (4) make any decisions and submissions required with respect to the project. Agreements and amendments must be signed by the Authorized Representative/Agent(s) of all Sponsors, unless otherwise allowed in the AMENDMENTS TO AGREEMENT Section. A. During the Period of Performance, in order for a Sponsor to change its Authorized Representative/Agent as identified on the original signed Applicant Resolution/Authorization the Sponsor must provide the RCO a new Applicant Resolution/Authorization signed by its governing body or a written delegation of authority to sign in lieu of originally authorized Representative/Agency(s). Unless a new Applicant Resolution/Authorization has been provided, the RCO shall proceed on the basis that the person who is listed as the Authorized Representative in the last Resolution/Authorization that RCO has received is the person with authority to bind the Sponsor to the Agreement (including any amendments thereto) and decisions related to implementation of the Agreement. B. Amendments After the Period of Performance. RCO reserves the right to request and Sponsor has the obligation to provide, authorizations and documents that demonstrate any signatory to an amendment has the authority to legally bind the Sponsor as described in the above Sections. For the purposes of this Agreement, as well as for grant management purposes with RCO, only the primary Sponsor may act as a fiscal agent to obtain reimbursements (See PROJECT REIMBURSEMENTS Section). PURPOSE OF AGREEMENT This Agreement sets out the terms and conditions by which a grant is made from the General Fund - Federal of the State of Washington. The grant is administered by the Recreation and Conservation Office (RCO). DESCRIPTION OF PROJECT The City of Renton will use this grant to replace the Trestle Bridge at Coulon Park, located on the south shore of Lake Washington in Renton. The bridge is a critical component of the park's pedestrian trail providing linkage with regional Eastrail as well as connection within the park. This project consists of removal of all 58 existing pilings and installation of a new light penetrating decked clear-span bridge, which will provide safer passage and enhance fish habitat. The new bridge will provide a viewpoint and interpretive signage along the pedestrian trail. The primary recreation opportunity provided by this project is walking. PERIOD OF PERFORMANCE The period of performance begins on October 1, 2021 (project start date) and ends on December 31, 2024 (project end date). No allowable cost incurred before or after this period is eligible for reimbursement unless specifically provided for by written amendment or addendum to this Agreement, or specifically provided for by applicable RCWs, WACs, and any applicable RCO manuals as of the effective date of this Agreement. The RCO reserves the right to summarily dismiss any request to amend this Agreement if not made at least 60 days before the project end date. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 2 of 38 STANDARD TERMS AND CONDITIONS INCORPORATED The Standard Terms and Conditions of the Recreation and Conservation Office attached hereto are incorporated by reference as part of this Agreement. LONG-TERM OBLIGATIONS For this development project, the Sponsor’s long-term obligations for the project area shall be in perpetuity, beginning at project completion, unless otherwise identified in the Agreement or as approved by the funding board or RCO. PROJECT FUNDING The total grant award provided for this project shall not exceed $500,000.00. The RCO shall not pay any amount beyond that approved for grant funding of the project and within the percentage as identified below. The Sponsor shall be responsible for all total project costs that exceed this amount. The minimum matching share provided by the Sponsor shall be as indicated below: Percentage Dollar Amount Source of Funding RCFB - Land and Water Conservation 33.34% $500,000.00 Federal Project Sponsor 66.66% $999,572.00 Total Project Cost 100.00% $1,499,572.00 FEDERAL FUND INFORMATION If federal funding information is included in this section, this project is funded by, matched by, and/or funded in part by the following federal award, or subaward: Federal Agency: US Dept of Interior Catalog of Federal Domestic Assistance Number and Name: 15.916 - Land & Water Conservation Fund Federal Award Identification Number: P21AP12310 Federal Fiscal Year: 2021 Federal Award Date: 09/24/2021 Total Federal Award: $500,000 Federal Award Project Description: 53-00756 Gene Coulon Beach This funding is not research and development (R&D). If the Sponsor’s total federal expenditures are $750,000 or more during the Sponsor’s fiscal-year, the Sponsor is required to have a federal single audit conducted for that year in compliance with 2 C.F.R. Part 200 (as updated). The Sponsor must provide a copy of the final audit report to RCO within nine months of the end of the Sponsor’s fiscal year, unless a longer period is agreed to in advance by the federal agency identified in this section. Sponsor shall comply with the federal “Omni-circular” (2 C.F.R. Part 200). RCO may suspend all reimbursements if the Sponsor fails to timely provide a single federal audit; further the RCO reserves the right to suspend any and all RCO Agreement(s) with the Sponsor if such noncompliance is not promptly cured. RIGHTS AND OBLIGATIONS INTERPRETED IN LIGHT OF RELATED DOCUMENTS All rights and obligations of the parties under this Agreement are further specified in and shall be interpreted in light of the Sponsor’s application and the project summary and eligible scope activities under which the Agreement has been approved and/or amended as well as documents produced in the course of administering the Agreement, including the eligible scope activities, the milestones report, progress reports, and the final report. Provided, to the extent that information contained in such documents is irreconcilably in conflict with the Agreement, such information shall not be used to vary the terms of the Agreement, unless the terms in the Agreement are shown to be subject to an unintended error or omission. “Agreement” as used here and elsewhere in this document, unless otherwise specifically stated, has the meaning set forth in the definitions of the Standard Terms and Conditions. AMENDMENTS TO AGREEMENT Except as provided herein, no amendment (including without limitation, deletions) of this Agreement will be effective unless set forth in writing signed by all parties. Exception: extensions of the Period of Performance and minor scope adjustments need only be signed by RCO’s director or designee and consented to in writing (including email) by the Sponsor’s Authorized Representative/Agent or Sponsor’s designated point of contact for the implementation of the Agreement (who may be a person other than the Authorized Agent/Representative), unless otherwise provided for in an amendment. This exception does not apply to a federal government Sponsor or a Sponsor that requests and enters into a formal amendment for extensions or AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 3 of 38 minor scope adjustments. It is the responsibility of a Sponsor to ensure that any person who signs an amendment on its behalf is duly authorized to do so. Unless otherwise expressly stated in an amendment, any amendment to this Agreement shall be deemed to include all current federal, state, and local government laws and rules, and policies applicable and active and published in the applicable RCO manuals or on the RCO website in effect as of the effective date of the amendment, without limitation to the subject matter of the amendment. Provided, any update in law, rule, policy or a manual that is incorporated as a result of an amendment shall apply only prospectively and shall not require that an act previously done in compliance with existing requirements be redone. However, any such amendment, unless expressly stated, shall not extend or reduce the long-term obligation term. COMPLIANCE WITH APPLICABLE STATUTES, RULES, AND POLICIES This Agreement is governed by, and the sponsor shall comply with, all applicable state and federal laws and regulations, applicable RCO manuals as identified below, Exhibits, and any applicable federal program and accounting rules effective as of the date of this Agreement or as of the effective date of an amendment, unless otherwise provided in the amendment. Provided, any update in law, rule, policy or a manual that is incorporated as a result of an amendment shall apply only prospectively and shall not require that an act previously done in compliance with existing requirements be redone unless otherwise expressly stated in the amendment. For the purpose of this Agreement, WAC Title 286, RCFB policies shall apply as terms of this Agreement. For the purpose of this Agreement, the following RCO manuals are deemed applicable and shall apply as terms of this Agreement: Development Projects - Manual 4 Land and Water Conservation Fund - Manual 15 Long Term Obligations - Manual 7 Reimbursements - Manual 8 SPECIAL CONDITIONS 1. Cultural Resources Compliance Funding for this project is partially derived through the National Park Service's Land and Water Conservation Fund; and therefore, the project is subject to review in accordance with Section 106 of the National Historic Preservation Act (NHPA) and the National Environmental Policy Act (NEPA). This grant has been awarded prior to the NPS and RCO completing final review and making a determination as to the project’s potential to cause impacts or effects to environmental or cultural resources. As such, the sponsor is not authorized to perform any work under the project except as needed to complete compliance, particularly any ground disturbing activities, nor draw down any funds. The condition will remain in effect unless and until the NHPA Section 106 and NEPA processes are completed and approved by the LWCF program with a determination of whether further review, documentation, and/or mitigation measures are required; and the Sub-recipient has satisfied any requirements contained in the LWCF program determination. Once these requirements have been successfully completed, RCO will notify the sponsor, work on the project may commence, and reimbursement of Grant funds will be authorized. In accordance with this Agreement, RCO reserves the right to terminate the grant in the event the sponsor breaches this special award condition or otherwise fails to perform under these Agreement requirements. If cultural resources are discovered during the contract period, work in the immediate vicinity must stop and the Sponsor must ensure compliance with the provisions found in this Agreement and RCO’s Unanticipated Discovery Plan. All cultural resources work must meet reporting guidelines outlined by the Department of Archaeology and Historic Preservation and the federal regulations (36 CFR PART 800). AGREEMENT CONTACTS The parties will provide all written communications and notices under this Agreement to either or both the mail address and/or the email address listed below: Sponsor Project Contact Erica Schmitz Parks Planning Manager 1055 S Grady Way Renton, WA 98057 eschmitz@rentonwa.gov RCO Contact DeAnn Beck Natural Resources Building PO Box 40917 Olympia, WA 98504-0917 deanna.beck@rco.wa.gov These addresses and contacts shall be effective until receipt by one party from the other of a written notice of any change. Unless otherwise provided for in this Agreement, decisions relating to the Agreement must be made by the Authorized AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 4 of 38 Representative/Agent, who may or may not be the Project Contact for purposes of notices and communications. ENTIRE AGREEMENT This Agreement, with all amendments and attachments, constitutes the entire Agreement of the parties. No other understandings, oral or otherwise, regarding this Agreement shall exist or bind any of the parties. EFFECTIVE DATE Unless otherwise provided for in this Agreement, this Agreement, for Project 20-1731, shall become effective and binding on the date signed by both the sponsor and the RCO’s authorized representative, whichever is later (Effective Date). Reimbursements for eligible and allowable costs incurred within the period of performance identified in the PERIOD OF PERFORMANCE Section are allowed only when this Agreement is fully executed and an original is received by RCO. The Sponsor has read, fully understands, and agrees to be bound by all terms and conditions as set forth in this Agreement and the STANDARD TERMS AND CONDITIONS OF THE RCO GRANT AGREEMENT. The signators listed below represent and warrant their authority to bind the parties to this Agreement. City of Renton By: Date: Name (printed): Title: State of Washington Recreation and Conservation Office On behalf of the Recreation and Conservation Funding Board (RCFB or funding board) By: Date: Megan Duffy Director Recreation and Conservation Office Pre-approved as to form: By:Date:06/01/2021 Assistant Attorney General ATTEST: Jason Seth, City Clerk AGENDA ITEM #6. g) RCO Grant Agreement Project Sponsor:City of Renton Project Number:20-1731D Project Title:Gene Coulon Beach Park Trestle Bridge Approval Date:09/24/2021 RCO: 20-1731 Revision Date: 6/1/2021 Page 5 of 38 Eligible Scope Activities ELIGIBLE SCOPE ACTIVITIES Development Metrics Worksite #1, Gene Coulon Memorial Beach Park General Site Improvements Develop viewpoint Number of designated viewpoints:1 new, 0 renovated Select the viewpoint structures:Viewing platform Habitat enhancement Acres of the habitat enhancement area :0.03 Acres of wetland created:0.00 Wetland acres restored / enhanced:0.00 Linear feet of stream bank / shoreline restored or enhanced :0 Install pilings Select the structures supported by piling:Other, Viewing structure Bridge, including abutments and viewing area are supported by the piles. Install signs/kiosk Number of kiosks:0 new, 0 renovated Number of interpretive signs/displays:1 new, 0 renovated Number of permanent entrance signs:0 new, 0 renovated Number of electronic signs:0 new, 0 renovated Project involves installation of informational signs (yes/no):Yes Landscaping improvements Acres of landscaped area :0.04 Select the landscape features:Boulders, Groundcover, Irrigation, Native vegetation, Other, Trees/shrubs Other: mulch and gravel Site Preparation General site preparation Trails Trail development Miles of hard surfaced trail developed / renovated by surface type: Asphalt 0.01 Concrete 0.01 Miles of natural surfaced trail developed / renovated by surface type: Natural surface 0.00 Select the trail structures :None Controls used for road / street crossings:No road / street crossings Trail bridge development Number of trail bridges:1 new, 0 renovated Full replacement of one existing bridge. Select the bridge types :Concrete, Steel The bridge substructure will be constructed of steel, supported by concrete abutments with steel AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 6 of 38 piles. Decking will be steel, railings and cladding will be plastic lumber. Utilities Install communication utilities Select the communication utilities:Wireless internet Conduit to support internet connectivity in the park. Install power utilities Select the power utilities:Power line Replace existing electrical line in conduit under the bridge. Install water system Select the water utilities:Water line Replace existing water main line under the bridge; temporary water main line during construction. Cultural Resources Cultural resources Permits Obtain permits Architectural & Engineering Architectural & Engineering (A&E) AGENDA ITEM #6. g) RCO Grant Agreement Project Sponsor:City of Renton Project Number:20-1731D Project Title:Gene Coulon Beach Park Trestle Bridge Approval Date:09/24/2021 RCO: 20-1731 Revision Date: 6/1/2021 Page 7 of 38 Project Milestones PROJECT MILESTONE REPORT Complete Milestone Target Date Comments/Description X SEPA/NEPA Completed 02/18/2021 X Design Initiated 03/31/2021 X Applied for Permits 06/15/2021 all permits secured except building permit (anticipated by November 2021) X 60% Plans to RCO 06/17/2021 X All Bid Docs/Plans to RCO 09/03/2021 Project Start 10/01/2021 Progress Report Due 12/31/2021 Cultural Resources Complete 01/31/2022 Cultural resources compliance required, see Special Condition #1 Bid Awarded/Contractor Hired 03/18/2022 Progress Report Due 06/30/2022 Annual Project Billing Due 07/31/2022 Construction Started 10/03/2022 Progress Report Due 12/31/2022 Progress Report Due 06/30/2023 50% Construction Complete 06/30/2023 Annual Project Billing Due 07/31/2023 RCO Interim Inspection 09/30/2023 Progress Report Due 12/31/2023 90% Construction Complete 03/31/2024 Construction Complete 06/30/2024 Progress Report Due 06/30/2024 Funding Acknowl Sign Posted 07/15/2024 RCO Final Inspection 07/31/2024 Final Billing Due 12/10/2024 Final Report Due 12/15/2024 Agreement End Date 12/31/2024 AGENDA ITEM #6. g) RCO Grant Agreement Project Sponsor:City of Renton Project Number:20-1731D Project Title:Gene Coulon Beach Park Trestle Bridge Approval Date:09/24/2021 RCO: 20-1731 Revision Date: 6/1/2021 Page 8 of 38 Land and Water Conservation Fund General Provisions EFFECTIVE DATE NPS Approved September 1, 2021 ARTICLE XIII – PRIOR APPROVAL The Recipient shall obtain prior approval for budget and program revisions, in accordance with 2 CFR 200.308. ARTICLE XIV - REPORTS AND/OR OUTPUTS/OUTCOMES A. Refer to the last page of the Notice of Award document for Federal Financial reporting frequency and due dates. Performance reports are also required at the same reporting frequency and due dates as the FFR. Reports must be submitted through the GrantSolutions "Manage Report" functionality. B. A final Performance Report and a final Federal Financial Report will be due 120 days after the end-date of the Term of Agreement. If the recipient does not submit the final report before the required due date, NPS is required to submit a finding of non-compliance to the Federal Awardee Performance and Integrity Information System (FAPIIS). Each report shall be submitted as described above. C. The Secretary of the Interior and the Comptroller General of the United States, or their duly authorized representatives, will have access, for the purpose of financial or programmatic review and examination, to any books, documents, papers, and records that are pertinent to the Agreement at all reasonable times during the period of retention in accordance with 2 CFR § 200.333. D. Refer to the LWCF Manual Chapter 7.G.3 for the documentation required to close out an LWCF grant. ARTICLE XV - PROPERTY UTILIZATION Property management standards set forth in 2 CFR §§ 200.310 through 200.316 apply to this Agreement. ARTICLE XVI – MODIFICATION, REMEDIES FOR NONCOMPLIANCE, TERMINATION A. This Agreement may be modified at any time, prior to the expiration date, only by a written instrument executed by both parties. Modifications will be in writing and approved by the NPS Awarding Officer and the authorized representative of Recipient. B. Additional conditions may be imposed by NPS if it is determined that the Recipient is noncompliant to the terms and conditions of this agreement. Remedies for Noncompliance can be found in 2 CFR § 200.339 and the LWCF General Provisions in Attachment A. C. This Agreement may be terminated consistent with applicable termination provisions for Agreements found in 2 CFR §§ 200.340 through 200.343. ARTICLE XVII - REPORTING OF MATTERS RELATED TO RECIPIENT INTEGRITY AND PERFORMANCE 1. General Reporting Requirements If the total value of your currently active grants, cooperative agreements, and procurement contracts from all Federal awarding agencies exceeds $10,000,000 for any period of time during the period of performance of this Federal award, then you, as the recipient, during that period of time must maintain the currency of information reported to the System for Award Management (SAM) that is made available in the designated integrity and performance system (currently the Federal Awardee Performance and Integrity Information System (FAPIIS)) about civil, criminal, or administrative proceedings described in paragraph 2 of this award term and condition. This is a statutory requirement under section 872 of Public Law 110-417, as amended (41 U.S.C. § 2313). As required by section 3010 of Public Law 111-212, all information posted in the designated integrity and performance system on or after April 15, 2011, except past performance reviews required for Federal procurement contracts, will be publicly available. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 9 of 38 2. Proceedings You Must Report Submit the information required about each proceeding that: A. Is in connection with the award or performance of a grant, cooperative agreement, or procurement contract from the Federal Government; B. Reached its final disposition during the most recent five-year period; and C. Is one of the following: 1) A criminal proceeding that resulted in a conviction, as defined in paragraph 5 of this award term and condition; 2) A civil proceeding that resulted in a finding of fault and liability and payment of a monetary fine, penalty, reimbursement, restitution, or damages of $5,000 or more; 3) An administrative proceeding, as defined in paragraph 5 of this award term and condition, that resulted in a finding of fault and liability and payment of either a monetary fine or penalty of $5,000 or more; or reimbursement, restitution, or damages in excess of $100,000; or 4) Any other criminal, civil, or administrative proceeding if: a) It could have led to an outcome described in paragraph 2.c.(1), (2), or (3) of this award term and condition; b) It had a different disposition arrived at by consent or compromise with an acknowledgment of fault on your part; and c) The requirement in this award term and condition to disclose information about the proceeding does not conflict with applicable laws and regulations. 3. Reporting Procedures Enter in the SAM Entity Management area the information that SAM requires about each proceeding described in paragraph 2 of this award term and condition. You do not need to submit the information a second time under assistance awards that you received if you already provided the information through SAM because you were required to do so under Federal procurement contracts that you were awarded. 4. Reporting Frequency During any period of time when you are subject to the requirement in paragraph 1 of this award term and condition, you must report proceedings information through SAM for the most recent five year period, either to report new information about any proceeding(s) that you have not reported previously or affirm that there is no new information to report. Recipients that have Federal contract, grant, and cooperative agreement awards with a cumulative total value greater than $10,000,000 must disclose semiannually any information about the criminal, civil, and administrative proceedings. 5. Definitions For purposes of this award term and condition: D. Administrative proceeding means a non-judicial process that is adjudicatory in nature in order to make a determination of fault or liability (e.g., Securities and Exchange Commission Administrative proceedings, Civilian Board of Contract Appeals proceedings, and Armed Services Board of Contract Appeals proceedings). This includes proceedings at the Federal and State level but only in connection with performance of a Federal contract or grant. It does not include audits, site visits, corrective plans, or inspection of deliverables. E. Conviction means a judgment or conviction of a criminal offense by any court of competent jurisdiction, whether entered upon a verdict or a plea, and includes a conviction entered upon a plea of nolo contendere. F. Total value of currently active grants, cooperative agreements, and procurement contracts includes— 1) Only the Federal share of the funding under any Federal award with a recipient cost share or match; and 2) The value of all expected funding increments under a Federal award and options, even if not yet exercised. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 10 of 38 ARTICLE XVIII - FUNDING USED FOR THE PURCHASE AND OPERATION UNMANNED AIRCRAFT SYSTEMS (UAS) If Federal funding is provided to a State, local, tribal, or territorial government for the purchase or use of UAS for their operations, the recipient must have in place policies and procedures to safeguard individuals' privacy, civil rights, and civil liberties prior to expending such funds. Per the policy memorandum issued by National Park Service Director, dated June 19, 2014, the launching , landing, and operating of unmanned aircraft, that is not under the control of the Federal government, on lands and waters administered by the National Park Service is prohibited unless approval is received from the Associate Director for such purposes as: Scientific study, search and rescue operations, fire operations, and law enforcement. Administrative use includes the use of unmanned aircraft by A. NPS personnel as operators or crew; B. cooperators such as government agencies and universities that conduct unmanned aircraft operations for the NPS pursuant to a written agreement; and C. other entities, including commercial entities, conducting unmanned aircraft operations for the NPS, provided such entities are in compliance with all applicable FAA and Department of the Interior requirements. ARTICLE XIX - PATENTS AND INVENTIONS (37 C.F.R. PART 401) Recipients of agreements which support experimental, developmental, or research work shall be subject to applicable regulations governing patents and inventions, including the government-wide regulations issued by the Department of Commerce at 37 CFR § 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements. These regulations do not apply to any agreement made primarily for educational purposes. In accordance with 37 C.F.R. § 401.3(a), the provision at 37 C.F.R. § 401.14(a), with authorized modifications for the National Park Service, is hereby included in this agreement: (a) Definitions (1) Invention means any invention or discovery which is or may be patentable or otherwise protectable under Title 35 of the United States Code, or any novel variety of plant which is or may be protected under the Plant Variety Protection Act (7 U.S.C. § 2321 et seq.). (2) Subject invention means any invention of the recipient conceived or first actually reduced to practice in the performance of work under this agreement, provided that in the case of a variety of plant, the date of determination (as defined in section 41(d) of the Plant Variety Protection Act, 7 U.S.C. § 2401(d)) must also occur during the period of agreement performance. (3) Practical Application means to manufacture in the case of a composition or product, to practice in the case of a process or method, or to operate in the case of a machine or system; and, in each case, under such conditions as to establish that the invention is being utilized and that its benefits are, to the extent permitted by law or government regulations, available to the public on reasonable terms. (4) Made when used in relation to any invention means the conception or first actual reduction to practice of such invention. (5) Small Business Firm means a small business concern as defined at section 2 of Public Law. 85-536 (15 U.S.C. § 632) and implementing regulations of the Administrator of the Small Business Administration. For the purpose of this provision, the size standards for small business concerns involved in government procurement and subcontracting at 13 CFR § 121.3-8 and 13 CFR § 121.3-12, respectively, will be used. (6) Nonprofit Organization means a university or other institution of higher education or an organization of the type described in section 501(c)(3) of the Internal Revenue Code of 1954 (26 U.S.C. § 501(c) and exempt from taxation under section 501(a) of the Internal Revenue Code (25 U.S.C. § 501(a)) or any nonprofit scientific or educational organization qualified under a state nonprofit organization statute. (b) Allocation of Principal Rights. The Recipient may retain the entire right, title, and interest throughout the world to each subject invention subject to this provision and 35 U.S.C. § 203. With respect to any subject invention in which the Recipient retains title, the Federal government shall have a nonexclusive, nontransferable, irrevocable, paid-up license to practice or have practiced for or on behalf of the United States the subject invention throughout the world. (c) Invention Disclosure, Election of Title and Filing of Patent Application by Recipient. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 11 of 38 (1) The Recipient will disclose each subject invention to the National Park Service within two months after the inventor discloses it in writing to Recipient personnel responsible for patent matters. The disclosure to the National Park Service shall be in the form of a written report and shall identify the agreement under which the invention was made and the inventor(s). It shall be sufficiently complete in technical detail to convey a clear understanding to the extent known at the time of the disclosure, of the nature, purpose, operation, and the physical, chemical, biological or electrical characteristics of the invention. The disclosure shall also identify any publication, on sale or public use of the invention and whether a manuscript describing the invention has been submitted for publication and, if so, whether it has been accepted for publication at the time of disclosure. In addition, after disclosure to the National Park Service, the Recipient will promptly notify the National Park Service of the acceptance of any manuscript describing the invention for publication or of any on sale or public use planned by the Recipient. (2) The Recipient will elect in writing whether or not to retain title to any such invention by notifying the National Park Service within two years of disclosure to the National Park Service. However, in any case where publication, on sale or public use has initiated the one year statutory period wherein valid patent protection can still be obtained in the United States, the period for election of title may be shortened by the National Park Service to a date that is no more than 60 days prior to the end of the statutory period. (3) The Recipient will file its initial patent application on a subject invention to which it elects to retain title within one year after election of title or, if earlier, prior to the end of any statutory period wherein valid patent protection can be obtained in the United States after a publication, on sale, or public use. The Recipient will file patent applications in additional countries or international patent offices within either ten months of the corresponding initial patent application or six months from the date permission is granted by the Commissioner of Patents and Trademarks to file foreign patent applications where such filing has been prohibited by a Secrecy Order. (4) Requests for extension of the time for disclosure, election, and filing under subparagraphs (1), (2), and (3) may, at the discretion of the National Park Service, be granted. (d) Conditions When the Government May Obtain Title. The Recipient will convey to the National Park Service, upon written request, title to any subject inventions. (1) If the Recipient fails to disclose or elect title to the subject invention within the times specified in (c), above, or elects not to retain title; provided that the National Park Service may only request title within 60 days after learning of the failure of the Recipient to disclose or elect within the specified times. (2) In those countries in which the Recipient fails to file patent applications within the times specified in (c) above; provided, however, that if the Recipient has filed a patent application in a country after the times specified in (c) above, but prior to its receipt of the written request of the National Park Service, the Recipient shall continue to retain title in that country. (3) In any country in which the Recipient decides not to continue the prosecution of any application for, to pay the maintenance fees on, or defend in reexamination or opposition proceeding on, a patent on a subject invention. (e) Minimum Rights to Recipient and Protection of the Recipient Right to File, (1) The Recipient will retain a nonexclusive royalty-free license throughout the world in each subject invention to which the Government obtains title, except if the Recipient fails to disclose the invention within the times specified in (c), above. The Recipient's license extends to its domestic subsidiary and affiliates, if any, within the corporate structure of which the Recipient is a party and includes the right to grant sublicenses of the same scope to the extent the Recipient was legally obligated to do so at the time the agreement was awarded. The license is transferable only with the approval of the National Park Service except when transferred to the successor of that party of the Recipient's business to which the invention pertains. (2) The Recipient's domestic license may be revoked or modified by the National Park Service to the extent necessary to achieve expeditious practical application of the subject invention pursuant to an application for an exclusive license submitted in accordance with applicable provisions at 37 CFR Part 404 and the National Park Service licensing regulations (if any). This license will not be revoked in that field of use or the geographical areas in which the Recipient has achieved practical application and continues to make the benefits of the invention reasonably accessible to the public. The license in any foreign country may be revoked or modified at the discretion of the National Park Service to the extent the Recipient, its licensees, or the domestic subsidiaries or affiliates have failed to achieve practical application in that foreign country. (3) Before revocation or modification of the license, the National Park Service will furnish the Recipient a written notice of its intention to revoke or modify the license, and the Recipient will be allowed thirty days (or such other time as may be authorized by the National Park Service for good cause shown by the Recipient) after the notice to show cause why the license should not be revoked or modified. The Recipient has the right to appeal, in accordance with applicable regulations in 37 CFR Part 404 and National Park Service regulations (if any) concerning the licensing of Government-owned inventions, any decision concerning the revocation or modification of the license. (f) Recipient Action to Protect the Government's Interest AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 12 of 38 (1) The Recipient agrees to execute or to have executed and promptly deliver to the National Park Service all instruments necessary to (i) establish or confirm the rights the Government has throughout the world in those subject inventions to which the Recipient elects to retain title, and (ii) convey title to the National Park Service when requested under paragraph (d) above and to enable the government to obtain patent protection throughout the world in that subject invention. (2) The Recipient agrees to require, by written agreement, its employees, other than clerical and non-technical employees, to disclose promptly in writing to personnel identified as responsible for the administration of patent matters and in a format suggested by the Recipient each subject invention made under agreement in order that the Recipient can comply with the disclosure provisions of paragraph (c), above, and to execute all papers necessary to file patent applications on subject inventions and to establish the government's rights in the subject inventions. This disclosure format should require, as a minimum, the information required by (c)(1), above. The Recipient shall instruct such employees through employee agreements or other suitable educational programs on the importance of reporting inventions in sufficient time to permit the filing of patent applications prior to U.S. or foreign statutory bars. (3) The Recipient will notify the National Park Service of any decisions not to continue the prosecution of a patent application, pay maintenance fees, or defend in a reexamination or opposition proceeding on a patent, in any country, not less than thirty days before the expiration of the response period required by the relevant patent office. (4) The Recipient agrees to include, within the specification of any United States patent applications and any patent issuing thereon covering a subject invention, the following statement, “This invention was made with government support under (identify the agreement) awarded by (identify the Federal agency). The government has certain rights in the invention.” (g) Subcontracts. The Recipient will include this provision, suitably modified to identify the parties, in all sub-agreements or subcontracts, regardless of tier, for experimental, developmental or research work. The sub-recipient or subcontractor will retain all rights provided for the Recipient in this provision, and the Recipient will not, as part of the consideration for awarding the sub-agreement or subcontract, obtain rights in the sub-recipient's or subcontractor's subject inventions. (h) Reporting on Utilization of Subject Inventions. The Recipient agrees to submit on request periodic reports no more frequently than annually on the utilization of a subject invention or on efforts at obtaining such utilization that are being made by the Recipient or its licensees or assignees. Such reports shall include information regarding the status of development, date of first commercial sale or use, gross royalties received by the Recipient, and such other data and information as the National Park Service may reasonably specify. The Recipient also agrees to provide additional reports as may be requested by the National Park Service in connection with any march-in proceeding undertaken by the National Park Service in accordance with paragraph (j) of this provision. As required by 35 U.S.C. § 202(c)(5), the National Park Service agrees it will not disclose such information to persons outside the government without permission of the Recipient. (i) Preference for United States Industry. Notwithstanding any other part of this provision, the Recipient agrees that neither it nor any assignee will grant to any person the exclusive right to use or sell any subject inventions in the United States unless such person agrees that any products embodying the subject invention or produced through the use of the subject invention will be manufactured substantially in the United States. However, in individual cases, the requirement for such an agreement may be waived by the National Park Service upon a showing by the Recipient or its assignee that reasonable but unsuccessful efforts have been made to grant licenses on similar terms to potential licensees that would be likely to manufacture substantially in the United States or that under the circumstances domestic manufacture is not commercially feasible. (j) March-in Rights. The Recipient agrees that with respect to any subject invention in which it has acquired title, the National Park Service has the right in accordance with the procedures in 37 CFR § 401.6 and any supplemental regulations of the National Park Service to require the Recipient, an assignee or exclusive licensee of a subject invention to grant a nonexclusive, partially exclusive, or exclusive license in any field of use to a responsible applicant or applicants, upon terms that are reasonable under the circumstances, and if the Recipient, assignee, or exclusive licensee refuses such a request the National Park Service has the right to grant such a license itself if the National Park Service determines that: (1) Such action is necessary because the Recipient or assignee has not taken, or is not expected to take within a reasonable time, effective steps to achieve practical application of the subject invention in such field of use. (2) Such action is necessary to alleviate health or safety needs, which are not reasonably satisfied by the Recipient, assignee or their licensees; (3) Such action is necessary to meet requirements for public use specified by Federal regulations and such requirements are not reasonably satisfied by the Recipient, assignee or licensees; or (4) Such action is necessary because the agreement required by paragraph (i) of this provision has not been obtained or waived or because a licensee of the exclusive right to use or sell any subject invention in the United States is in breach of such agreement. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 13 of 38 (k) Special Provisions for Agreements with Nonprofit Organizations. If the Recipient is a nonprofit organization, it agrees that: (1) Rights to a subject invention in the United States may not be assigned without the approval of the National Park Service, except where such assignment is made to an organization which has as one of its primary functions the management of inventions, provided that such assignee will be subject to the same provisions as the Recipient; (2) The Recipient will share royalties collected on a subject invention with the inventor, including Federal employee co- inventors (when the National Park Service deems it appropriate) when the subject invention is assigned in accordance with 35 U.S.C. § 202(e) and 37 CFR § 401.10; (3) The balance of any royalties or income earned by the Recipient with respect to subject inventions, after payment of expenses (including payments to inventors) incidental to the administration of subject inventions, will be utilized for the support of scientific research or education; and (4) It will make efforts that are reasonable under the circumstances to attract licensees of subject invention that are small business firms and that it will give a preference to a small business firm when licensing a subject invention if the Recipient determines that the small business firm has a plan or proposal for marketing the invention which, if executed, is equally as likely to bring the invention to practical application as any plans or proposals from applicants that are not small business firms; provided, that the Recipient is also satisfied that the small business firm has the capability and resources to carry out its plan or proposal. The decision whether to give a preference in any specific case will be at the discretion of the Recipient. However, the Recipient agrees that the National Park Service may review the Recipient's licensing program and decisions regarding small business applicants, and the Recipient will negotiate changes to its licensing policies, procedures, or practices with the National Park Service when this review discloses that the Recipient could take reasonable steps to implement more effectively the requirements of this paragraph (k)(4). (l) Communication. Communications regarding matters relating to this provision shall be directed to the Deputy Associate Solicitor, Branch of Procurements and Patents, Office of the Solicitor, U.S. Department of the Interior, 1849 C Street NW, Washington, D.C. 20240. ARTICLE XX - STRENGTHENING BUY-AMERICAN PREFERENCES FOR INFRASTRUCTURE PROJECTS PER E.O. 113858 Per Executive Order 113858, entitled "Strengthening Buy-American Preferences for Infrastructure Projects" the Recipient shall maximize, consistent with law, the use of iron and steel goods, products, and materials produced in the United States, for infrastructure projects as defined by the Executive Order when the statement of work includes alteration, construction, conversion, demolition, extension, improvement, maintenance, reconstruction, rehabilitation, or repair. ARTICLE XXI - SECTION 508 OF THE REHABILITATION ACT OF 1973 (29 U.S.C. 794(D)) While the requirements of Section 508 of the Rehabilitation Act of 1973, as amended (29 U.S.C. § 794d), do not apply to financial assistance agreements, the NPS is subject to the Act's requirements that all documents posted on an NPS or NPS- hosted website comply with the accessibility standards of the Act. Accordingly, final deliverable reports prepared under this agreement and submitted in electronic format must be submitted in a format whereby NPS can easily meet the requirements of Section 508 of the Rehabilitation Act of 1973, as amended. NOTE: Quarterly Progress Reports and financial reports are not considered final deliverables and therefore the following requirements do not apply. All electronic documents prepared under this Agreement must meet the requirements of Section 508 of the Rehabilitation Act of 1973, as amended. The Act requires that all electronic products prepared for the Federal Government be accessible to persons with disabilities, including those with vision, hearing, cognitive, and mobility impairments. View Section 508 of the Rehabilitation Act, Standards and Guidelines for detailed information. The following summarizes some of the requirements for preparing NPS reports in conformance with Section 508 for eventual posting by NPS to an NPS-sponsored website. For specific detailed guidance and checklists for creating accessible digital content, please go to Section508.gov, Create Accessible Digital Products. All accessible digital content must conform to the requirements and techniques of the Web Content Accessibility Guidelines (WCAG) 2.0 or later, Level AA Success Criteria. A. Electronic documents with images Provide a text equivalent for every non-text element (including photographs, charts and equations) in all publications prepared in electronic format. Use descriptions such as "alt" and "longdesc" for all non-text images or place them in element content. For all documents prepared, vendors must prepare one standard HTML format as described in this statement of work AND one text format that includes descriptions for all non-text images. "Text equivalent" means text sufficient to reasonably describe the image. Images that are merely decorative require only a very brief "text equivalent" description. However, images that convey information that is important to the content of the report require text sufficient to reasonably describe that image and its purpose within the context of the report. B. Electronic documents with complex charts or data tables When preparing tables that are heavily designed, prepare adequate alternate information so that assistive AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 14 of 38 technologies can read them out. Identify row and column headers for data tables. Provide the information in a non- linear form. Markups will be used to associate data cells and header cells for data tables that have two or more logical levels of row and column headers. C. Electronic documents with forms When electronic forms are designed to be completed on-line, the form will allow people using assistive technology to access the information, field elements, and functionality required for completion and submission of the form, including all directions and cues. ARTICLE XXII – GENERAL AND SPECIAL PROVISIONS A.Anti–Deficiency Act. Pursuant to 31 U.S.C. § 1341 nothing contained in this Agreement shall be construed as binding the NPS to expend in any one fiscal year any sum in excess of appropriations made by Congress, for the purposes of this Agreement for that fiscal year, or other obligation for the further expenditure of money in excess of such appropriations. B.Minority Business Enterprise Development. Pursuant to Executive Order 12432 it is national policy to award a fair share of contracts to small and minority firms. NPS is strongly committed to the objectives of this policy and encourages all recipients of its Cooperative Agreements to take affirmative steps to ensure such fairness by ensuring procurement procedures are carried out in accordance with the Executive Order. C.Assignment. No part of this Agreement shall be assigned to any other party without prior written approval of the NPS and the Assignee. D. Member of Congress. Pursuant to 41 U.S.C. § 22, no Member of Congress shall be admitted to any share or part of any contract or agreement made, entered into, or adopted by or on behalf of the United States, or to any benefit to arise thereupon. E.Agency. The Recipient is not an agent or representative of the United States, the Department of the Interior, or the NPS, nor will the Recipient represent itself as such to third parties. NPS employees are not agents of the Recipient and will not act on behalf of the Recipient. F.Non–Exclusive Agreement. This Agreement in no way restricts the Recipient or NPS from entering into similar agreements, or participating in similar activities or arrangements, with other public or private agencies, organizations, or individuals. Partial Invalidity. If any provision of this Agreement or the application thereof to any party or circumstance shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement or the application of such provision to the parties or circumstances other than those to which it is held invalid or unenforceable, shall not be affected thereby and each provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law. No Employment Relationship. This Agreement is not intended to and shall not be construed to create an employment relationship between NPS and Recipient or its representatives. No representative of Recipient shall perform any function or make any decision properly reserved by law or policy to the Federal government. No Third–Party Rights. This Agreement creates enforceable obligations between only NPS and Recipient. Except as expressly provided herein, it is not intended nor shall it be construed to create any right of enforcement by or any duties or obligation in favor of persons or entities not a party to this Agreement. Program Income. If the Recipient earns program income, as defined in 2 CFR § 200.80, during the period of performance of this agreement, to the extent available the Recipient must disburse funds available from program income, and interest earned on such funds, before requesting additional cash payments (2 CFR § 200.305 (5)). As allowed under 2 CFR § 200.307, program income may be added to the Federal award by the Federal agency and the non-Federal entity. The program income must be used for the purposes, and under the conditions of, the Federal award. Disposition of program income remaining after the end of the period of performance shall be negotiated as part of the agreement closeout process. Rights in Data. The Recipient must grant the United States of America a royalty–free, non–exclusive and irrevocable license to publish, reproduce and use, and dispose of in any manner and for any purpose without limitation, and to authorize or ratify publication, reproduction or use by others, of all copyrightable material first produced or composed under this Agreement by the Recipient, its employees or any individual or concern specifically employed or assigned to originate and prepare such material. Conflict of Interest 1) Applicability. a) This section intends to ensure that non-Federal entities and their employees take appropriate steps to avoid conflicts of interest in their responsibilities under or with respect to Federal financial AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 15 of 38 assistance agreements. b) In the procurement of supplies, equipment, construction, and services by recipients and by subrecipients, the conflict of interest provisions in 2 CFR § 200.318 apply. 2) Requirements. a) Non-Federal entities must avoid prohibited conflicts of interest, including any significant financial interests that could cause a reasonable person to question the recipient's ability to provide impartial, technically sound, and objective performance under or with respect to a Federal financial assistance agreement. b) In addition to any other prohibitions that may apply with respect to conflicts of interest, no key official of an actual or proposed recipient or subrecipient, who is substantially involved in the proposal or project, may have been a former Federal employee who, within the last one (1) year, participated personally and substantially in the evaluation, award, or administration of an award with respect to that recipient or subrecipient or in development of the requirement leading to the funding announcement. c) No actual or prospective recipient or subrecipient may solicit, obtain, or use non-public information regarding the evaluation, award, or administration of an award to that recipient or subrecipient or the development of a Federal financial assistance opportunity that may be of competitive interest to that recipient or subrecipient. 3) Notification. a) Non-Federal entities, including applicants for financial assistance awards, must disclose in writing any conflict of interest to the DOI awarding agency or pass-through entity in accordance with 2 CFR § 200.112, Conflicts of interest. 4) Recipients must establish internal controls that include, at a minimum, procedures to identify, disclose, and mitigate or eliminate identified conflicts of interest. The recipient is responsible for notifying the Financial Assistance Officer in writing of any conflicts of interest that may arise during the life of the award, including those that have been reported by subrecipients. Restrictions on Lobbying. Non-Federal entities are strictly prohibited from using funds under this grant or cooperative agreement for lobbying activities and must provide the required certifications and disclosures pursuant to 43 CFR Part 18 and 31 USC § 1352. 5) Review Procedures. The Financial Assistance Officer will examine each conflict of interest disclosure on the basis of its particular facts and the nature of the proposed grant or cooperative agreement, and will determine whether a significant potential conflict exists and, if it does, develop an appropriate means for resolving it. 6) Enforcement. Failure to resolve conflicts of interest in a manner that satisfies the Government may be cause for termination of the award. Failure to make required disclosures may result in any of the remedies described in 2 CFR § 200.338, Remedies for Noncompliance, including suspension or debarment (see also 2 CFR Part 180). ARTICLE XXIII - SIGNATURES Recipients are NOT required to sign the Notice of Financial Assistance Award letter or any other award document. As per DOI standard award terms and conditions, the recipient's acceptance of a financial assistance award is defined as the start of work, drawing down funds, or accepting the award via electronic means. ARTICLE XXIV – ATTACHMENTS The following completed documents are attached to and made a part of this Agreement by reference: A. LWCF General Provisions B. LWCF Federal Financial Assistance Manual (v. 71, March 11, 2021) C. Project Application and Attachments D. 36 C.F.R. Part 59 AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 16 of 38 ATTACHMENT A – LWCF GENERAL PROVISIONS - PART I Definitions A. The term "NPS" as used herein means the National Park Service, United States Department of the Interior (DOI). B. The term "Director" as used herein means the Director of the National Park Service, or any representative lawfully delegated the authority to act for such Director. C. The term "Secretary" as used herein means the Secretary of the Interior, or any representative lawfully delegated the authority to act for such Secretary. D. The term "State" as used herein means the State, Territory, or District of Columbia that is a party to the grant agreement to which these general provisions are attached, and, when applicable, the political subdivision or other public agency to which funds are to be subawarded pursuant to this agreement. Wherever a term, condition, obligation, or requirement refers to the State, such term, condition, obligation, or requirement shall also apply to the political subdivision or public agency, except where it is clear from the nature of the term, condition, obligation, or requirement that it applies solely to the State. For purposes of these provisions, the terms "State," "grantee," and "recipient" are deemed synonymous. E. The term “Land and Water Conservation Fund” or “LWCF” as used herein means the Financial Assistance to States section of the LWCF Act (Public Law 88-578, 78 Stat 897, codified at 54 U.S.C. § 2003), which is administered by the NPS. F. The term "Manual" as used herein means the Land and Water Conservation Fund State Assistance Program Manual, Volume 71 (March 11, 2021). G. The term "project" as used herein refers to an LWCF grant, which is subject to the grant agreement and/or its subsequent amendments. ATTACHMENT A – LWCF GENERAL PROVISIONS - PART II Continuing Assurances The parties to the grant agreement specifically recognize that accepting LWCF assistance for the project creates an obligation to maintain the property described in the agreement and supporting application documentation consistent with the LWCF Act and the following requirements. Further, it is the acknowledged intent of the parties hereto that recipients of LWCF assistance will use the monies granted hereunder for the purposes of this program, and that assistance granted from the LWCF will result in a net increase, commensurate at least with the Federal cost-share, in a participant's outdoor recreation. It is intended by both parties hereto that the LWCF assistance will be added to, rather than replace or be substituted for, the State and/or local outdoor recreation funds. A. The State agrees, as the recipient of the LWCF assistance, that it will meet these LWCF General Provisions, and the terms and provisions as contained or referenced in, or attached to, the NPS grant agreement and that it will further impose these terms and provisions upon any political subdivision or public agency to which funds are subawarded pursuant to the grant agreement. The State also agrees that it shall be responsible for compliance with the terms and provisions of the agreement by such a political subdivision or public agency and that failure by such political subdivision or public agency to so comply shall be deemed a failure by the State to comply. B. The State agrees that the property described in the grant agreement and depicted on the signed and dated project boundary map made part of that agreement is being acquired or developed with LWCF assistance, or is integral to such acquisition or development, and that, without the approval of the Secretary, it shall not be converted to other than public outdoor recreation use but shall be maintained in public outdoor recreation in perpetuity or for the term of the lease in the case of property leased from a federal agency. The Secretary shall approve such a conversion only if it is found to be in accord with the then existing statewide comprehensive outdoor recreation plan and only upon such conditions deemed necessary to assure the substitution of other recreation properties of at least equal fair market value and of reasonably equivalent usefulness and location (54 U.S.C. 200305(f)(3)). The LWCF post-completion compliance regulations at 36 C.F.R. Part 59 provide further requirements. The replacement land then becomes subject to LWCF protection. The approval of a conversion shall be at the sole discretion of the Secretary, or her/his designee. Prior to the completion of this project, the State and the Director may mutually agree to alter the area described in the grant agreement and depicted in the signed and dated project boundary map to provide the most satisfactory public outdoor recreation unit, except that acquired parcels are afforded LWCF protection as soon as reimbursement is provided. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 17 of 38 In the event the NPS provides LWCF assistance for the acquisition and/or development of property with full knowledge that the project is subject to reversionary rights and outstanding interests, conversion of said property to other than public outdoor recreation use as a result of such right or interest being exercised will occur. In receipt of this approval, the State agrees to notify the NPS of the potential conversion as soon as possible and to seek approval of replacement property in accord with the conditions set forth in these provisions and the program regulations. The provisions of this paragraph are also applicable to: leased properties developed with LWCF assistance where such lease is terminated prior to its full term due to the existence of provisions in such lease known and agreed to by the NPS; and properties subject to other outstanding rights and interests that may result in a conversion when known and agreed to by the NPS. C. The State agrees that the benefit to be derived by the United States from the full compliance by the State with the terms of this agreement is the preservation, protection, and the net increase in the quality and quantity of public outdoor recreation facilities and resources that are available to the people of the State and of the United States, and such benefit exceeds to an immeasurable and unascertainable extent the amount of money furnished by the United States by way of assistance under the terms of this agreement. The State agrees that payment by the State to the United States of an amount equal to the amount of assistance extended under this agreement by the United States would be inadequate compensation to the United States for any breach by the State of this agreement. The State further agrees, therefore, that the appropriate remedy in the event of a breach by the State of this agreement shall be the specific performance of this agreement or the submission and approval of a conversion request as described in Part II.B above. D. The State agrees to comply with the policies and procedures set forth in the Manual. Provisions of said Manual are incorporated into and made a part of the grant agreement. E. The State agrees that the property and facilities described in the grant agreement shall be operated and maintained as prescribed by Manual requirements and published post-completion compliance regulations (36 C.F.R Part 59). F. The State agrees that a notice of the grant agreement shall be recorded in the public property records (e.g., registry of deeds or similar) of the jurisdiction in which the property is located, to the effect that the property described and shown in the scope of the grant agreement and the signed and dated project boundary map made part of that agreement, has been acquired or developed with LWCF assistance and that it cannot be converted to other than public outdoor recreation use without the written approval of the Secretary as described in Part II.B above. G. Nondiscrimination 1) By signing the LWCF agreement, the State certifies that it will comply with all Federal laws relating to nondiscrimination as outlined in Section V of the Department of the Interior Standard Award Terms and Conditions. 2) The State shall not discriminate against any person on the basis of residence, except to the extent that reasonable differences in admission or other fees may be maintained on the basis of residence, as set forth in 54 U.S.C. § 200305(i) and the Manual. ATTACHMENT A – LWCF GENERAL PROVISIONS - PART III Project Assurances A. Project Application 1) The Application for Federal Assistance bearing the same project number as the Grant Agreement and associated documents is by this reference made a part of the agreement. 2) The State possesses legal authority to apply for the grant, and to finance and construct the proposed facilities. A resolution, motion, or similar action has been duly adopted or passed authorizing the filing of the application, including all understandings and assurances contained herein, and directing and authorizing the person identified as the official representative of the State to act in connection with the application and to provide such additional information as may be required. 3) The State has the capability to finance the non-Federal share of the costs for the project. Sufficient funds will be available to assure effective operation and maintenance of the facilities acquired or developed by the project. B. Project Execution 1) The State shall transfer to the project sponsor identified in the Application for Federal Assistance all funds granted hereunder except those reimbursed to the State to cover eligible expenses derived from a current approved negotiated indirect cost rate agreement. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 18 of 38 2) The State will cause work on the project to start within a reasonable time after receipt of notification that funds have been approved and assure that the project will be implemented to completion with reasonable diligence. 3) The State shall secure completion of the work in accordance with approved construction plans and specifications, and shall secure compliance with all applicable Federal, State, and local laws and regulations. 4) The State will provide for and maintain competent and adequate architectural/engineering supervision and inspection at the construction site to insure that the completed work conforms with the approved plans and specifications; that it will furnish progress reports and such other information as the NPS may require. 5) In the event the project cannot be completed in accordance with the plans and specifications for the project, the State shall bring the project to a point of recreational usefulness agreed upon by the State and the Director or her/his designee in accord with Section III.C below. 6) As referenced in the DOI Standard Terms and Conditions, the State will ensure the project’s compliance with applicable federal laws and their implementing regulations, including: the Architectural Barriers Act of 1968 (P.L. 90-480) and DOI’s Section 504 Regulations (43 CFR Part 17); the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91-646) and applicable regulations; and the Flood Disaster Protection Act of 1973 (P.L. 93-234). 7) The State will comply with the provisions of: Executive Order (EO) 11988, relating to evaluation of flood hazards; EO 11288, relating to the prevention, control, and abatement or water pollution, and EO 11990 relating to the protection of wetlands. 8) The State will assist the NPS in its compliance with Section 106 of the National Historic Preservation Act of 1966 (54 U.S.C. § 306108) and the Advisory Council on Historic Preservation regulations (36 C.F.R. Part 800) by adhering to procedural requirements while considering the effect of this grant award on historic properties. The Act requires federal agencies to take into account the effects of their undertaking (grant award) on historic properties by following the process outlined in regulations. That process includes (1) initiating the process through consultation with the State Historic Preservation Officer and others on the undertaking, as necessary, by (2) identifying historic properties listed on or eligible for inclusion on the National Register of Historic Places that are subject to effects by the undertaking, and notifying the NPS of the existence of any such properties, by (3) assessing the effects of the undertaking upon such properties, if present, and by (4) resolving adverse effects through consultation and documentation according to 36 C.F.R. §800.11. If an unanticipated discovery is made during implementation of the undertaking, the State in coordination with NPS shall consult per provisions of 36 C.F.R. §800.13. 9) The State will assist the NPS in its compliance with the National Environmental Policy Act of 1969, as amended (42 U.S.C. §4321 et seq) and the CEQ regulations (40 C.F.R. §1500-1508), by adhering to procedural requirements while considering the consequences of this project on the human environment. This Act requires Federal agencies to take into account the reasonably foreseeable environmental consequences of all grant-supported activities. Grantees are required to provide the NPS with a description of any foreseeable impacts to the environment from grant-supported activities or demonstrate that no impacts will occur through documentation provided to the NPS. The applicant must submit an Application & Revision Form in order to assist the NPS in determining the appropriate NEPA pathway when grant-assisted development and other ground disturbing activities are expected. If a Categorical Exclusion (CE) is the appropriate NEPA pathway, the NPS will confirm which CE, according to NPS Director's Order 12, applies. C. Project Termination 1) The Director may temporarily suspend Federal assistance under the project pending corrective action by the State or pending a decision to terminate the grant by the NPS. 2) The State may unilaterally terminate the project at any time prior to the first payment on the project. After the initial payment, the project may be terminated, modified, or amended by the State only by mutual agreement with the NPS. 3) The Director may terminate the project in whole, or in part, at any time before the date of completion whenever it is determined that the grantee has failed to comply with the conditions of the grant. The Director will promptly notify the State in writing of the determination and the reasons for the termination, together with the effective date. Payments made to States or recoveries by the NPS under projects terminated for cause shall be in accord with the legal rights and liabilities of the parties. 4) The Director or State may terminate grants in whole or in part at any time before the date of completion when both parties agree that the continuation of the project would not produce beneficial results commensurate with the further expenditure of funds. The two parties shall agree upon the termination conditions, including the effective date and, in the case of partial termination, the portion to be terminated. The grantee shall not incur new obligations for the terminated portion after the effective date and shall cancel as many outstanding AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 19 of 38 obligations as possible. The NPS may allow full credit to the State for the Federal share of the non- cancelable obligations, properly incurred by the grantee prior to termination. 5) Termination either for cause or for convenience requires that the project in question be brought to a state of recreational usefulness agreed upon by the State and the Director or that all funds provided by the NPS be returned. D. Project Closeout 1) The State will determine that all applicable administrative actions, including financial, and all required work as described in the grant agreement has been completed by the end of the project’s period of performance. 2) Within 120 calendar days after completing the project or following the Expiration Date of the period of performance, whichever comes first, the State will submit all required documentation as outlined in the Manual and the Federal Financial Report (SF-425) as outlined in Article XIV of this Agreement for approval by the NPS prior to requesting final reimbursement. 3) After review, including any adjustments, and approval from the NPS, the State will request through ASAP the final allowable payment of reimbursable costs. The State will submit a completed “LWCF Record of Electronic Payment” form to the NPS within 24 hours (before or after) of initiating the request for payment in ASAP. 4) The NPS retains the right to disallow costs and recover funds on the basis of later audit or other review within the record retention period. AGENDA ITEM #6. g) RCO Grant Agreement Project Sponsor:City of Renton Project Number:20-1731D Project Title:Gene Coulon Beach Park Trestle Bridge Approval Date:09/24/2021 RCO: 20-1731 Revision Date: 6/1/2021 Page 20 of 38 Standard Terms and Conditions of the Recreation and Conservation Office Table of Contents STANDARD TERMS AND CONDITIONS EFFECTIVE DATE....................................................................................................21 CITATIONS, HEADINGS AND DEFINITIONS ............................................................................................................................21 PERFORMANCE BY THE SPONSOR........................................................................................................................................24 ASSIGNMENT.............................................................................................................................................................................24 RESPONSIBILITY FOR PROJECT.............................................................................................................................................24 INDEMNIFICATION.....................................................................................................................................................................24 INDEPENDENT CAPACITY OF THE SPONSOR.......................................................................................................................25 CONFLICT OF INTEREST..........................................................................................................................................................25 COMPLIANCE WITH APPLICABLE LAW...................................................................................................................................25 ARCHAEOLOGICAL AND CULTURAL RESOURCES...............................................................................................................26 RECORDS...................................................................................................................................................................................27 PROJECT FUNDING...................................................................................................................................................................28 PROJECT REIMBURSEMENTS.................................................................................................................................................28 RECOVERY OF PAYMENTS......................................................................................................................................................29 COVENANT AGAINST CONTINGENT FEES.............................................................................................................................29 INCOME (AND FEES) AND USE OF INCOME...........................................................................................................................29 PROCUREMENT REQUIREMENTS...........................................................................................................................................30 TREATMENT OF EQUIPMENT AND ASSETS...........................................................................................................................30 RIGHT OF INSPECTION.............................................................................................................................................................31 STEWARDSHIP AND MONITORING .........................................................................................................................................31 PREFERENCES FOR RESIDENTS............................................................................................................................................31 ACKNOWLEDGMENT AND SIGNS............................................................................................................................................31 PROVISIONS APPLYING TO DEVELOPMENT, MAINTENANCE, RENOVATION, AND RESTORATION PROJECTS ..........32 LONG-TERM OBLIGATIONS OF THE PROJECTS AND SPONSORS .....................................................................................32 CONSTRUCTION, OPERATION, USE, AND MAINTENANCE OF ASSISTED PROJECTS .....................................................33 RECORDED NOTICE OF GRANT..............................................................................................................................................33 PROVISIONS FOR FEDERAL SUBAWARDS............................................................................................................................33 PROVISIONS FOR LAND AND WATER CONSERVATION FUND PROJECTS........................................................................35 ORDER OF PRECEDENCE........................................................................................................................................................35 LIMITATION OF AUTHORITY.....................................................................................................................................................36 WAIVER OF DEFAULT ...............................................................................................................................................................36 APPLICATION REPRESENTATIONS – MISREPRESENTATIONS OR INACCURACY OR BREACH .....................................36 SPECIFIC PERFORMANCE .......................................................................................................................................................36 TERMINATION AND SUSPENSION...........................................................................................................................................36 DISPUTE HEARING....................................................................................................................................................................37 ATTORNEYS’ FEES....................................................................................................................................................................38 GOVERNING LAW/VENUE.........................................................................................................................................................38 SEVERABILITY ...........................................................................................................................................................................38 END OF STANDARD TERMS AND CONDITIONS.....................................................................................................................38 AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 21 of 38 STANDARD TERMS AND CONDITIONS EFFECTIVE DATE This document sets forth the Standard Terms and Conditions of the Recreation and Conservation Office as of 10/08/2021. CITATIONS, HEADINGS AND DEFINITIONS A. Any citations referencing specific documents refer to the current version on the effective date of this Agreement or the effective date of any amendment thereto. B. Headings used in this Agreement are for reference purposes only and shall not be considered a substantive part of this Agreement. C. Definitions. As used throughout this Agreement, the following terms shall have the meaning set forth below: Agreement, terms of the Agreement, or project agreement – The document entitled “RCO GRANT AGREEMENT” accepted by all parties to the present project and transaction, including without limitation the Standard Terms and Conditions of the RCO Grant Agreement, all exhibits, attachments, addendums, amendments, and applicable manuals, and any intergovernmental agreements, and/or other documents that are incorporated into the Agreement subject to any limitations on their effect under this Agreement. applicable manual(s), manual – A manual designated in this Agreement to apply as terms of this Agreement, subject (if applicable) to substitution of the “RCO director” for the term “board” in those manuals where the project is not approved by or funded by the referenced board, or a predecessor to the board. applicable WAC(s) – Designated chapters or provisions of the Washington Administrative Code that apply by their terms to the type of grant in question or are deemed under this Agreement to apply as terms of the Agreement, subject to substitution of the “RCO director” for the term “board” or “agency” in those cases where the RCO has contracted to or been delegated to administer the grant program in question. applicant – Any party, prior to becoming a Sponsor, who meets the qualifying standards/eligibility requirements for the grant application or request for funds in question. application – The documents and other materials that an applicant submits to the RCO to support the applicant’s request for grant funds; this includes materials required for the “Application” in the RCO’s automated project information system, and other documents as noted on the application checklist including but not limited to legal opinions, maps, plans, evaluation presentations and scripts. Authorized Representative/Agent – A Sponsor’s agent (employee, political appointee, elected person, etc.) authorized to be the signatory of this Agreement and any amendments requiring a Sponsor’s signature. This person has the signature authority to bind the Sponsor to this Agreement, grant, and project. C.F.R. – Code of Federal Regulations completed project or project completion – The status of a project when all of the following have occurred: The grant funded project has been inspected by the RCO and the RCO has determined that all scopes of work to implement the project have been completed satisfactorily. A final project report is submitted to and accepted by RCO. Any needed amendments to the Agreement have been entered by the Sponsor and RCO and have been delivered to the RCO. A final reimbursement request has been delivered to and paid by RCO. Documents affecting property rights (including RCO’s as may apply) and any applicable notice of grant, have been recorded (as may apply). contractor – An entity that receives a contract from a Sponsor related to performance of work or another obligation under this Agreement. conversion – A conversion occurs 1) when facilities acquired, developed, renovated or restored within the project area are changed to a use other than that for which funds were approved, without obtaining prior written formal RCO or board approval, 2) when property interests are conveyed to a third party not otherwise eligible to receive grants in the program from which funding was approved without obtaining prior written formal RCO or board approval, or 3) when obligations to operate and maintain the funded property are not complied with after reasonable opportunity to cure. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 22 of 38 Cultural Resources – Archaeological or historic archaeological sites, historic buildings/structures, and cultural or sacred places. development project – A project that results in the construction of, or work resulting in, new elements, including but not limited to structures, facilities, and/or materials to enhance outdoor recreation resources. A development project may also involve activities that redevelop or renovate an existing facility, and these may occur exclusively in the project or in combination with new construction. For projects in the Boating Facilities Program, the term “development project” includes all of the above and may also include those activities that are defined as maintenance in 50 C.F.R 86. director – The chief executive officer of the Recreation and Conservation Office or that person’s designee. effective date – The date when the signatures of all parties to this agreement are present in the agreement. equipment – Tangible personal property (including information technology systems) having a useful service life of more than one year and a per-unit acquisition cost which equals or exceeds the lesser of the capitalization level established by the Sponsor or $5,000 (2 C.F.R. Part 200 (as updated)). funding board or board – The Washington State Recreation and Conservation Funding Board, or the Washington State Salmon Recovery Funding Board. Or both as may apply. Funding Entity – the entity that approves the project that is the subject to this Agreement. grant program – The source of the grant funds received. May be an account in the state treasury, or a grant category within a larger grant program, or a federal source. indirect cost – Costs incurred for a common or joint purpose benefitting more than one cost objective, and not readily assignable to the cost objectives specifically benefitted, without effort disproportionate to the results achieved (2 C.F.R. 200 as updated). long-term compliance period – The term of years, beginning on the end date of the agreement, when long-term obligations exist for the Sponsor. The start date and end date of the compliance period may also be prescribed by RCO per the Agreement. long-term obligations – Sponsor’s obligations after the project end date, as specified in the Agreement and manuals and other exhibits as may apply. landowner agreement – An agreement that is required between a Sponsor and landowner for projects located on land not owned, or otherwise controlled, by the Sponsor. match or matching share – The portion of the total project cost provided by the Sponsor. milestone – An important event with a defined date to track an activity related to implementation of a funded project and monitor significant stages of project accomplishment. Office – Means the Recreation and Conservation Office or RCO. notice of grant – As required by RCO or another authority, a document that has been legally recorded on the property title of the project area(s) in the county or counties where the project property is located, or with the United States Government, that describes the project area on the property, the funding sources, and agencies responsible for awarding the grant. pass-through entity – A non-Federal entity that provides a subaward to a subrecipient to carry out part of a Federal program (2 CFR 200 (as updated)). If this Agreement is a federal subaward, RCO is the pass-through entity. period of performance – The period beginning on the project start date and ending on the project end date. pre-agreement cost – A project cost incurred before the period of performance. primary Sponsor – The Sponsor who is not a secondary Sponsor and who is specifically identified in the Agreement as the entity to which RCO grants funds to and authorizes and requires to administer the grant. Administration includes but is not limited to acting as the fiscal agent for the grant (e.g. requesting and accepting reimbursements, submitting reports). Primary Sponsor includes its officers, employees, agents and successors. project – The undertaking that is funded by this Agreement either in whole or in part with funds administered by RCO. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 23 of 38 project area - A geographic area that delineates a grant assisted site which is subject to project agreement requirements. project completion or completed project – The status of a project when all of the following have occurred: The grant funded project has been inspected by the RCO and the RCO has determined that all scopes of work to implement the project have been completed satisfactorily. A final project report is submitted to and accepted by RCO. Any needed amendments to the Agreement have been entered by the Sponsor and RCO and have been delivered to the RCO. A final reimbursement request has been delivered to and paid by RCO. Documents affecting property rights (including RCO’s as may apply) and any applicable notice of grant, have been recorded (as may apply). project cost – The total allowable costs incurred under this Agreement and all required match share and voluntary committed matching share, including third-party contributions (see also 2 C.F.R. Part 200 (as updated)) for federally funded projects). project end date – The specific date identified in the Agreement on which the period of performance ends, as may be changed by amendment. This date is not the end date for any long-term obligations. project start date – The specific date identified in the Agreement on which the period of performance starts. RCFB – Recreation and Conservation Funding Board RCO – Recreation and Conservation Office – The state agency that administers the grant that is the subject of this Agreement. RCO includes the director and staff. RCW – Revised Code of Washington reimbursement – RCO’s payment of funds from eligible and allowable costs that have already been paid by the Sponsor per the terms of the Agreement. renovation project – A project intended to improve an existing site or structure in order to increase its useful service life beyond current expectations or functions. This does not include maintenance activities to maintain the facility for its originally expected useful service life. secondary Sponsor – One of two or more Sponsors who is not a primary Sponsor. Only the primary Sponsor may be the fiscal agent for the project. Sponsor – A Sponsor is an organization that is listed in and has signed this Agreement. Sponsor Authorized Representative/Agent – A Sponsor’s agent (employee, political appointee, elected person, etc.) authorized to be the signatory of this Agreement and any amendments requiring a Sponsor signature. This person has the signature authority to bind the Sponsor to this Agreement, grant, and project. subaward – Funds allocated to the RCO from another organization, for which RCO makes available to or assigns to another organization via this Agreement. Also, a subaward may be an award provided by a pass-through entity to a subrecipient for the subrecipient to carry out part of any award received by the pass-through entity. It does not include payments to a contractor or payments to an individual that is a beneficiary of a federal or other program. A subaward may be provided through any form of legal agreement, including an agreement that the pass-through entity considers a contract. Also see 2 C.F.R. Part 200 (as updated). For federal subawards, a subaward is for the purpose of carrying out a portion of a Federal award and creates a federal assistance relationship with the subrecipient (2 C.F.R. Part 200 (as updated)). If this Agreement is a federal subaward, the subaward amount is the grant program amount in the Project Funding Section. subrecipient – Subrecipient means an entity that receives a subaward. For non-federal entities receiving federal funds, a subrecipient is an entity that receives a subaward from a pass-through entity to carry out part of a federal program; but does not include an individual that is a beneficiary of such program. A subrecipient may also be a recipient of other federal awards directly from a federal awarding agency (2 C.F.R. Part 200 (as updated)). If this Agreement is a federal subaward, the Sponsor is the subrecipient. tribal consultation – Outreach, and consultation with one or more federally recognized tribes (or a partnership or coalition or consortium of such tribes, or a private tribal enterprise) whose rights will or may be significantly affected by the proposed project. This includes sharing with potentially-affected tribes the scope of work in the grant and potential impacts to natural areas, natural resources, and the built environment by the project. It also includes responding to any tribal request from such tribes and considering tribal recommendations for project implementation which may include not proceeding with parts of the project, altering the project concept and design, or relocating the AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 24 of 38 project or not implementing the project, all of which RCO shall have the final approval of. useful service life – Period during which a built asset, equipment, or fixture is expected to be useable for the purpose it was acquired, installed, developed, and/or renovated, or restored per this Agreement. WAC – Washington Administrative Code. PERFORMANCE BY THE SPONSOR The Sponsor shall undertake the project as described in this Agreement, and in accordance with the Sponsor's proposed goals and objectives described in the application or documents submitted with the application, all as finally approved by the RCO (to include any RCO approved changes or amendments thereto). All submitted documents are incorporated by this reference as if fully set forth herein. Timely completion of the project and submission of required documents, including progress and final reports, is important. Failure to meet critical milestones or complete the project, as set out in this Agreement, is a material breach of the Agreement. ASSIGNMENT Neither this Agreement, nor any claim arising under this Agreement, shall be transferred or assigned by the Sponsor without prior written approval of the RCO. RESPONSIBILITY FOR PROJECT While RCO administers the grant that is the subject of this Agreement, the project itself remains the sole responsibility of the Sponsor. The RCO and Funding Entity (if different from the RCO) undertakes no responsibilities to the Sponsor, or to any third party, other than as is expressly set out in this Agreement. The responsibility for the implementation of the project is solely that of the Sponsor, as is the responsibility for any claim or suit of any nature by any third party related in any way to the project. When a project has more than one Sponsor, any and all Sponsors are equally responsible for the project and all post-completion stewardship responsibilities and long-term obligations unless otherwise stated in this Agreement. The RCO, its employees, assigns, consultants and contractors, and members of any funding board or advisory committee or other RCO grant review individual or body, have no responsibility for reviewing, approving, overseeing or supervising design, construction, or safety of the project and leaves such review, approval, oversight and supervision exclusively to the Sponsor and others with expertise or authority. In this respect, the RCO, its employees, assigns, consultants and contractors, and any funding board or advisory committee or other RCO grant review individual or body will act only to confirm at a general, lay person, and nontechnical level, solely for the purpose of project eligibility and payment and not for safety or suitability, that the project apparently is proceeding or has been completed as per the Agreement. INDEMNIFICATION The Sponsor shall defend, indemnify, and hold the State and its officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the actual or alleged acts, errors, omissions or negligence in connection with this Agreement (including without limitation all work or activities thereunder), or the breach of any obligation under this Agreement by the Sponsor or the Sponsor’s agents, employees, contractors, subcontractors, or vendors, of any tier, or any other persons for whom the Sponsor may be legally liable. Provided that nothing herein shall require a Sponsor to defend or indemnify the State against and hold harmless the State from claims, demands or suits based solely upon the negligence of the State, its employees and/or agents for whom the State is vicariously liable. Provided further that if the claims or suits are caused by or result from the concurrent negligence of (a) the Sponsor or the Sponsor’s agents or employees, and (b) the State, or its employees or agents the indemnity obligation shall be valid and enforceable only to the extent of the Sponsor’s negligence or its agents, or employees. As part of its obligations provided above, the Sponsor specifically assumes potential liability for actions brought by the Sponsor’s own employees or its agents against the State and, solely for the purpose of this indemnification and defense, the Sponsor specifically waives any immunity under the state industrial insurance law, RCW Title 51. Sponsor’s waiver of immunity under this provision extends only to claims against Sponsor by Indemnitee RCO, and does not include, or extend to, any claims by Sponsor’s employees directly against Sponsor. Sponsor shall ensure that any agreement relating to this project involving any contractors, subcontractors and/or vendors of any tier shall require that the contracting entity indemnify, defend, waive RCW 51 immunity, and otherwise protect the State as provided herein as if it were the Sponsor. This shall not apply to a contractor or subcontractor is solely donating its services to AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 25 of 38 the project without compensation or other substantial consideration. The Sponsor shall also defend, indemnify, and hold the State and its officers and employees harmless from all claims, demands, or suits at law or equity arising in whole or in part from the alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know-how, copyright rights or inventions by the Sponsor or the Sponsor’s agents, employees, contractors, subcontractors or vendors, of any tier, or any other persons for whom the Sponsor may be legally liable, in performance of the work under this Agreement or arising out of any use in connection with the Agreement of methods, processes, designs, information or other items furnished or communicated to the State, its agents, officers and employees pursuant to the Agreement. Provided, this indemnity shall not apply to any alleged patent or copyright infringement or other allegedly improper appropriation or use of trade secrets, patents, proprietary information, know-how, copyright rights or inventions resulting from the State’s, its agents’, officers’ and employees’ failure to comply with specific written instructions regarding use provided to the State, its agents, officers and employees by the Sponsor, its agents, employees, contractors, subcontractors or vendors, of any tier, or any other persons for whom the Sponsor may be legally liable. The funding board and RCO are included within the term State, as are all other agencies, departments, boards, councils, committees, divisions, bureaus, offices, societies, or other entities of state government. INDEPENDENT CAPACITY OF THE SPONSOR The Sponsor and its employees or agents performing under this Agreement are not officers, employees or agents of the RCO or Funding Entity. The Sponsor will not hold itself out as nor claim to be an officer, employee or agent of the RCO or the Funding Entity, or of the state of Washington, nor will the Sponsor make any claim of right, privilege or benefit which would accrue to an employee under RCW 41.06. The Sponsor is responsible for withholding and/or paying employment taxes, insurance, or deductions of any kind required by federal, state, and/or local laws. CONFLICT OF INTEREST Notwithstanding any determination by the Executive Ethics Board or other tribunal, RCO may, in its sole discretion, by written notice to the Sponsor terminate this Agreement if it is found after due notice and examination by RCO that there is a violation of the Ethics in Public Service Act, RCW 42.52; or any similar statute involving the Sponsor in the procurement of, or performance under, this Agreement. In the event this Agreement is terminated as provided herein, RCO shall be entitled to pursue the same remedies against the Sponsor as it could pursue in the event of a breach of the Agreement by the Sponsor. The rights and remedies of RCO provided for in this clause shall not be exclusive and are in addition to any other rights and remedies provided by law or this Agreement. COMPLIANCE WITH APPLICABLE LAW In implementing the Agreement, the Sponsor shall comply with all applicable federal, state, and local laws (including without limitation all applicable ordinances, codes, rules, and regulations). Such compliance includes, without any limitation as to other applicable laws, the following laws: A.Nondiscrimination Laws. The Sponsor shall comply with all applicable federal, state, and local nondiscrimination laws and/or policies, including but not limited to: the Americans with Disabilities Act; Civil Rights Act; and the Age Discrimination Employment Act (if applicable). In the event of the Sponsor’s noncompliance or refusal to comply with any nondiscrimination law or policy, the Agreement may be rescinded, cancelled, or terminated in whole or in part, and the Sponsor may be declared ineligible for further grant awards from the RCO or Funding Entity. The Sponsor is responsible for any and all costs or liability arising from the Sponsor’s failure to so comply with applicable law. Except where a nondiscrimination clause required by a federal funding agency is used, the Sponsor shall insert the following nondiscrimination clause in each contract for construction of this project: "During the performance of this contract, the contractor agrees to comply with all federal and state nondiscrimination laws, regulations and policies.” B.Secular Use of Funds. No funds awarded under this grant may be used to pay for any religious activities, worship, or instruction, or for lands and facilities for religious activities, worship, or instruction. Religious activities, worship, or instruction may be a minor use of the grant supported recreation and conservation land or facility. C.Wages and Job Safety. The Sponsor agrees to comply with all applicable laws, regulations, and policies of the United States and the State of Washington or other jurisdiction which affect wages and job safety. The Sponsor agrees when state prevailing wage laws (RCW 39.12) are applicable, to comply with such laws, to pay the prevailing rate of wage to all workers, laborers, or mechanics employed in the performance of any part of this contract, and to file a statement of intent to pay prevailing wage with the Washington State Department of Labor and Industries as required by RCW 39.12.40. The Sponsor also agrees to comply with the provisions of the rules and regulations of the Washington State Department of Labor and Industries. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 26 of 38 1) Pursuant to RCW 39.12.040(1)(a), all contractors and subcontractors shall submit to Sponsor a statement of intent to pay prevailing wages if the need to pay prevailing wages is required by law. If a contractor or subcontractor intends to pay other than prevailing wages, it must provide the Sponsor with an affirmative statement of the contractor’s or subcontractor’s intent. Unless required by law, the Sponsor is not required to investigate a statement regarding prevailing wage provided by a contractor or subcontractor. 2) Exception, Service Organizations of Trail and Environmental Projects (RCW 79A.35.130). If allowed by state and federal law and rules, participants in conservation corps programs offered by a nonprofit organization affiliated with a national service organization established under the authority of the national and community service trust act of 1993, P.L. 103-82, are exempt from provisions related to rates of compensation while performing environmental and trail maintenance work provided: (1) The nonprofit organization must be registered as a nonprofit corporation pursuant to RCW 24.03; (2) The nonprofit organization's management and administrative headquarters must be located in Washington; (3) Participants in the program must spend at least fifteen percent of their time in the program on education and training activities; and (4) Participants in the program must receive a stipend or living allowance as authorized by federal or state law. Participants are exempt from provisions related to rates of compensation only for environmental and trail maintenance work conducted pursuant to the conservation corps program. D.Restrictions on Grant Use. No part of any funds provided under this grant shall be used, other than for normal and recognized executive-legislative relationships, for publicity or propaganda purposes, or for the preparation, distribution, or use of any kit, pamphlet, booklet, publication, radio, television, or video presentation designed to support or defeat legislation pending before the U.S. Congress or any state legislature. No part of any funds provided under this grant shall be used to pay the salary or expenses of any Sponsor, or agent acting for such Sponsor, related to any activity designed to influence legislation or appropriations pending before the U.S. Congress or any state legislature. E.Debarment and Certification. By signing the Agreement with RCO, the Sponsor certifies that neither it nor its principals nor any other lower tier participant are presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from participation in this transaction by Washington State Labor and Industries. Further, the Sponsor agrees not to enter into any arrangements or contracts related to this Agreement with any party that is on Washington State Department of Labor and Industries’ “Debarred Contractor List.” ARCHAEOLOGICAL AND CULTURAL RESOURCES A. Project Review. RCO facilitates the review of projects for potential impacts to archaeology and cultural resources, except as those listed below. The Sponsor shall follow RCO guidance and directives to assist it with such review as may apply. 1)Projects occurring on State/Federal Lands: Archaeological and cultural resources compliance for projects occurring on State or Federal Agency owned or managed lands, will be the responsibility of the respective agency, regardless of sponsoring entity type. Prior to ground disturbing work or alteration of a potentially historic or culturally significant structure, or release of final payments on an acquisition, the Sponsor must provide RCO all documentation acknowledging and demonstrating that the applicable archaeological and cultural resources responsibilities of such state or federal landowner or manager has been conducted. B. Termination. RCO retains the right to terminate a project due to anticipated or actual impacts to archaeology and cultural resources. C. Notice To Proceed. No work shall commence in the project area until RCO has provided a notice of cultural resources completion. RCO may require on-site monitoring for impacts to archaeology and cultural resources during any demolition, construction, land clearing, restoration, or repair work, and may direct that work stop to minimize, mitigate, or avoid impacts to archaeology and cultural resource impacts or concerns. All cultural resources requirements for non ground disturbing projects (such as acquisition or planning projects) must be met prior to final reimbursement. D. Compliance and Indemnification. At all times, the Sponsor shall take reasonable action to avoid, minimize, or mitigate adverse effects to archaeological and historic resources in the project area, and comply with any RCO direction for such minimization and mitigation. All federal or state cultural resources requirements under Governor’s Executive Order 21-02 and the National Historic Preservation Act, and the State Environmental Policy Act and the National Environmental Policy Act, and any local laws that may apply, must be completed prior to the start of any work on the project site. The Sponsor must agree to indemnify and hold harmless the State of Washington in relation to any claim related to historical or cultural artifacts discovered, disturbed, or damaged due to the project funded under this Agreement. Sponsor shall comply with RCW 27.53, RCW 27.44.055, and RCW 68.50.645, and all other applicable local, state, and federal laws protecting cultural resources and human remains. E. Costs associated with project review and evaluation of archeology and cultural resources are eligible for reimbursement under this agreement. Costs that exceed the budget grant amount shall be the responsibility of the Sponsor Inadvertent Discovery Plan. The Sponsor shall request, review, and be bound by the RCO Inadvertent Discovery Plan, and: AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 27 of 38 1) Keep the IDP at the project site. 2) Make the IDP readily available to anyone working at the project site. 3) Discuss the IDP with staff and contractors working at the project site. 4) Implement the IDP when cultural resources or human remains are found at the project site. F. Discovery 1) If any archaeological or historic resources are found while conducting work under this Agreement, the Sponsor shall immediately stop work and notify RCO, the Department of Archaeology and Historic Preservation at (360) 586-3064, and any affected Tribe, and stop any activity that may cause further disturbance to the archeological or historic resources. 2) If any human remains are found while conducting work under this Agreement, Sponsor shall immediately stop work and notify the local Law Enforcement Agency or Medical Examiner/Coroner’s Office, and then RCO, all in the most expeditious manner, and stop any activity that may cause disturbance to the remains. Sponsor shall secure the area of the find will and protect the remains from further disturbance until the State provides a new notice to proceed. a) Any human remains discovered shall not be touched, moved, or further disturbed unless directed by RCO or the Department of Archaeology and Historic Preservation (DAHP). b) The county medical examiner/coroner will assume jurisdiction over the human skeletal remains and make a determination of whether those remains are forensic or non-forensic. If the county medical examiner/coroner determines the remains are non-forensic, then they will report that finding to the Department of Archaeology and Historic Preservation (DAHP) who will then take jurisdiction over the remains. The DAHP will notify any appropriate cemeteries and all affected tribes of the find. The State Physical Anthropologist will make a determination of whether the remains are Indian or Non- Indian and report that finding to any appropriate cemeteries and the affected tribes. The DAHP will then handle all consultation with the affected parties as to the future preservation, excavation, and disposition of the remains. RECORDS A.Digital Records. If requested by RCO, the Sponsor must provide a digital file(s) of the project property and funded project site in a format specified by the RCO. B.Maintenance and Retention. The Sponsor shall maintain books, records, documents, data and other records relating to this Agreement and performance of the services described herein, including but not limited to accounting procedures and practices which sufficiently and properly reflect all direct and indirect costs of any nature expended in the performance of this Agreement. Sponsor shall retain such records for a period of nine years from the date RCO deems the project complete, as defined in the PROJECT REIMBURSEMENTS Section. If any litigation, claim or audit is started before the expiration of the nine (9) year period, the records shall be retained until all litigation, claims, or audit findings involving the records have been resolved. C.Access to Records and Data. At no additional cost, the records relating to the Agreement, including materials generated under the Agreement, shall be subject at all reasonable times to inspection, review or audit by RCO, personnel duly authorized by RCO, the Office of the State Auditor, and federal and state officials so authorized by law, regulation or agreement. This includes access to all information that supports the costs submitted for payment under the grant and all findings, conclusions, and recommendations of the Sponsor’s reports, including computer models and methodology for those models. D.Public Records. Sponsor acknowledges that the RCO is subject to RCW 42.56 and that this Agreement and any records Sponsor submits or has submitted to the State shall be a public record as defined in RCW 42.56. RCO administers public records requests per WAC 286-06 and 420-04 (which ever applies). Additionally, the Sponsor agrees to disclose any information in regards to the expenditure of that funding as if the project sponsor were subject to the requirements of chapter 42.56 RCW. By submitting any record to the State, Sponsor understands that the State may be requested to disclose or copy that record under the state public records law, currently codified at RCW 42.56. The Sponsor warrants that it possesses such legal rights as are necessary to permit the State to disclose and copy such document to respond to a request under state public records laws. The Sponsor hereby agrees to release the State from any claims arising out of allowing such review or copying pursuant to a public records act request, and to indemnify against any claims arising from allowing such review or copying and pay the reasonable cost of state’s defense of such claims. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 28 of 38 PROJECT FUNDING A.Authority. This Agreement and funding is made available to Sponsor through the RCO. B.Additional Amounts. The RCO or Funding Entity shall not be obligated to pay any amount beyond the dollar amount as identified in this Agreement, unless an additional amount has been approved in advance by the RCO director and incorporated by written amendment into this Agreement. C.Before the Agreement. No expenditure made, or obligation incurred, by the Sponsor before the project start date shall be eligible for grant funds, in whole or in part, unless specifically provided for by the RCO director, such as a waiver of retroactivity or program specific eligible pre-Agreement costs. For reimbursements of such costs, this Agreement must be fully executed and an original received by RCO. The dollar amounts identified in this Agreement may be reduced as necessary to exclude any such expenditure from reimbursement. D.Requirements for Federal Subawards. Pre-Agreement costs before the federal award date in the FEDERAL FUND INFORMATION Section are ineligible unless approved by the federal award agency (2 C.F.R § 200.458 (2013)). E.After the Period of Performance. No expenditure made, or obligation incurred, following the period of performance shall be eligible, in whole or in part, for grant funds hereunder. In addition to any remedy the RCO or Funding Entity may have under this Agreement, the grant amounts identified in this Agreement shall be reduced to exclude any such expenditure from participation. PROJECT REIMBURSEMENTS A.Reimbursement Basis. This Agreement is administered on a reimbursement basis per WAC 286-13 and/or 420-12, whichever has been designated to apply. Only the primary Sponsor may request reimbursement for eligible and allowable costs incurred during the period of performance. The primary Sponsor may request reimbursement only after (1) this Agreement has been fully executed and (2) the Sponsor has remitted payment to its vendors. RCO will authorize disbursement of project funds only on a reimbursable basis at the percentage as defined in the PROJECT FUNDING Section. Reimbursement shall not be approved for any expenditure not incurred by the Sponsor, or for a donation used as part of its matching share. RCO does not reimburse for donations. All reimbursement requests must include proper documentation of expenditures as required by RCO. B.Reimbursement Request Frequency. The primary Sponsor is required to submit a reimbursement request to RCO, at a minimum for each project at least once a year for reimbursable activities occurring between July 1 and June 30 or as identified in the milestones. Sponsors must refer to the most recent applicable RCO manuals and this Agreement regarding reimbursement requirements. C.Compliance and Payment. The obligation of RCO to pay any amount(s) under this Agreement is expressly conditioned on strict compliance with the terms of this Agreement and other agreements between RCO and the Sponsor. D.Conditions for Payment of Retainage. RCO reserves the right to withhold disbursement of the total amount of the grant to the Sponsor until the following has occurred: 1) RCO has accepted the project as a completed project, which acceptance shall not be unreasonably withheld. 2) On-site signs are in place (if applicable); Any other required documents and media are complete and submitted to RCO;Grant related fiscal transactions are complete, and 3) RCO has accepted a final boundary map of the project area for which the Agreement terms will apply in the future. 4) A Notice of Grant for any property rights acquired or donated (if applicable) have been filed with the county lands records office (or United State Government) and a stamped copy received by RCO, and any property rights owned to RCO have been likewise recorded. E.Requirements for Federal Subawards: Match. The Sponsor’s matching share must comply with 2 C.F.R. Part 200 (as updated). Any shared costs or matching funds and all contributions, including cash and third party in-kind contributions, can be accepted as part of the Sponsor’s matching share when such contributions meet all of the following criteria: 1) Are verifiable from the non-Federal entity's (Sponsor’s) records; 2) Are not included as contributions for any other Federal award; 3) Are necessary and reasonable for accomplishment of project or program objectives; AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 29 of 38 4) Are allowable under 2 C.F.R. Part 200 as updated; 5) Are not paid by the Federal Government under another Federal award, except where the Federal statute authorizing a program specifically provides that Federal funds made available for such program can be applied to matching or cost sharing requirements of other Federal programs; 6) Are provided for in the approved budget when required by the Federal awarding agency identified in the FEDERAL FUND INFORMATION Section of this Agreement; and 7) Conform to other provisions of 2 C.F.R. Part 200 (as updated) as applicable. F.Requirements for Federal Subawards: Close out. Per 2 C.F.R § 200.343 (2013), the non-Federal entity (Sponsor) must: 1) Submit, no later than 90 calendar days after the end date of the period of performance, all financial, performance, and other reports as required by the terms and conditions of the Federal award. The Federal awarding agency or pass-through entity (RCO) may approve extensions when requested by the Sponsor. 2) Liquidate all obligations incurred under the Federal award not later than 90 calendar days after the end date of the period of performance as specified in the terms and conditions of the Federal award. 3) Refund any balances of unobligated cash that the Federal awarding agency or pass-through entity (RCO) paid in advance or paid and that are not authorized to be retained by the non-Federal entity (Sponsor) for use in other projects. See OMB Circular A-129 and see 2 C.F.R § 200.345 Collection of amounts due (2013), for requirements regarding unreturned amounts that become delinquent debts. 4) Account for any real and personal property acquired with Federal funds or received from the Federal Government in accordance with 2 C.F.R §§ 200.310 Insurance coverage through 200.316 Property trust relationship and 200.329 Reporting on real property (2013). RECOVERY OF PAYMENTS A.Recovery for Noncompliance. In the event that the Sponsor fails to expend funds under this Agreement in accordance with state and federal laws, and/or the provisions of the Agreement, fails to meet its percentage of the project total, and/or fails to comply with any of the terms and conditions of the Agreement, RCO reserves the right to recover grant award funds in the amount equivalent to the extent of noncompliance in addition to any other remedies available at law or in equity. B.Return of Overpayments. The Sponsor shall reimburse RCO for any overpayment or erroneous payments made under the Agreement. Repayment by the Sponsor of such funds under this recovery provision shall occur within 30 days of demand by RCO. Interest shall accrue at the rate of twelve percent (12%) per annum from the time the Sponsor received such overpayment. Unless the overpayment is due to an error of RCO, the payment shall be due and owing on the date that the Sponsor receives the overpayment from the RCO. If the payment is due to an error of RCO, it shall be due and owing 30 days after demand by RCO for refund. C.Requirements for Federal Subawards. RCO, acting as a pass-through entity, may impose any of the remedies as authorized in 2 C.F.R §§ 200.207 Specific conditions and/or 200.338 Remedies for noncompliance (2013). COVENANT AGAINST CONTINGENT FEES The Sponsor warrants that no person or selling agent has been employed or retained to solicit or secure this Agreement on an agreement or understanding for a commission, percentage, brokerage or contingent fee, excepting bona fide employees or bona fide established agents maintained by the Sponsor for the purpose of securing business. RCO shall have the right, in the event of breach of this clause by the Sponsor, to terminate this Agreement and to be reimbursed by Sponsor for any grant funds paid to Sponsor (even if such funds have been subsequently paid to an agent), without liability to RCO or, in RCO's discretion, to deduct from the Agreement grant amount or consideration or recover by other means the full amount of such commission, percentage, brokerage or contingent fee. INCOME (AND FEES) AND USE OF INCOME See WAC 286-13-110 for additional requirements for projects funded from the RCFB. A.Compatible source. The source of any income generated in a funded project or project area must be compatible with the funding source and the Agreement and any applicable manuals, RCWs, and WACs. B.Use of Income. Subject to any limitations contained in applicable state or federal law and applicable rules and policies, income or fees generated at a project work site (including entrance, utility corridor permit, cattle grazing, timber harvesting, farming, rent, franchise fees, ecosystem services, carbon sequestration, etc.) during or after the AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 30 of 38 reimbursement period cited in the Agreement, must be used to offset: 1) The Sponsor’s matching resources; 2) The project’s total cost; 3) The expense of operation, maintenance, stewardship, monitoring, and/or repair of the facility or program assisted by the grant funding; 4) The expense of operation, maintenance, stewardship, monitoring, and/or repair of other similar units in the Sponsor’s system; 5) Capital expenses for similar acquisition and/or development and renovation; and/or 6) Other purposes explicitly approved by RCO or otherwise provided for in this agreement. C.Fees. User and/or other fees may be charged in connection with land acquired or facilities developed, maintained, renovated, or restored and shall be consistent with the: 1) Grant program laws, rules, and applicable manuals; 2) Value of any service(s) furnished; 3) Value of any opportunities furnished; and 4) Prevailing range of public fees in the state for the activity involved. D.Requirements for Federal Subawards. Requirements for Federal Subawards. Sponsors must also comply with program income requirements (see 2 C.F.R. Part 200 (as updated) for federal awards). PROCUREMENT REQUIREMENTS A.Procurement Requirements. If the Sponsor has, or is required to have, a procurement process that follows applicable state and/or federal law or procurement rules and principles, it must be followed, documented, and retained. If no such process exists, the Sponsor must follow these minimum procedures: 1) Publish a notice to the public requesting bids/proposals for the project; 2) Specify in the notice the date for submittal of bids/proposals; 3) Specify in the notice the general procedure and criteria for selection; and 4) Sponsor must contract or hire from within its bid pool. If bids are unacceptable the process needs to be repeated until a suitable bid is selected. 5) Comply with the same legal standards regarding unlawful discrimination based upon race, gender, ethnicity, sex, or sex-orientation that are applicable to state agencies in selecting a bidder or proposer. Alternatively, Sponsor may choose a bid from a bidding cooperative if authorized to do so. This procedure creates no rights for the benefit of third parties, including any proposers, and may not be enforced or subject to review of any kind or manner by any entity other than the RCO. Sponsors may be required to certify to the RCO that they have followed any applicable state and/or federal procedures or the above minimum procedure where state or federal procedures do not apply. B.Requirements for Federal Subawards. 1) For all Federal subawards, non-Federal entities (Sponsors) must follow 2 C.F.R §§ 200.318 General procurement standards through 200.326 Contract Provisions (2013). TREATMENT OF EQUIPMENT AND ASSETS Equipment shall be used and managed only for the purpose of this Agreement, unless otherwise provided herein or in the applicable manuals, or approved by RCO in writing. A.Discontinued Use. Equipment obtained under this Agreement shall remain in the possession of the Sponsor for the duration of the project, or RULES of applicable grant assisted program. When the Sponsor discontinues use of the equipment for the purpose for which it was funded, RCO may require the Sponsor to deliver the equipment to RCO, AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 31 of 38 or to dispose of the equipment according to RCO published policies. B.Loss or Damage. The Sponsor shall be responsible for any loss or damage to equipment. C.Requirements for Federal Subawards. Procedures for managing equipment (including replacement equipment), whether acquired in whole or in part under a Federal award or match for the award, until disposition takes place will, at a minimum, meet the following requirements (2 C.F.R § 200.313 (2013) as updated and amended): 1) Property records must be maintained that include a description of the property, a serial number or other identification number, the source of funding for the property (including the Federal Award Identification Number), who holds title, the acquisition date, and cost of the property, percentage of Federal participation in the project costs for the Federal award under which the property was acquired, the location, use and condition of the property, and any ultimate disposition data including the date of disposal and sale price of the property. 2) A physical inventory of the property must be taken and the results reconciled with the property records at least once every two years. 3) A control system must be developed to ensure adequate safeguards to prevent loss, damage, or theft of the property. Any loss, damage, or theft must be investigated. 4) Adequate maintenance procedures must be developed to keep the property in good condition. 5) If the non-Federal entity is authorized or required to sell the property, proper sales procedures must be established to ensure the highest possible return. RIGHT OF INSPECTION The Sponsor shall provide right of access to the project to RCO, or any of its officers, or to any other authorized agent or official of the state of Washington or the federal government, at all reasonable times, in order to monitor and evaluate performance, long-term obligations, compliance, and/or quality assurance under this Agreement. If a landowner agreement or other form of control and tenure limits access to the project area, it must include (or be amended to include) the RCO’s right to inspect and access lands acquired or developed with this funding assistance. STEWARDSHIP AND MONITORING Sponsor agrees to perform monitoring and stewardship functions as stated in the applicable WACs and manuals, this Agreement, or as otherwise directed by RCO consistent with the existing laws and applicable manuals. Sponsor further agrees to utilize, where applicable and financially feasible, any monitoring protocols recommended by the RCO; provided that RCO does not represent that any monitoring it may recommend will be adequate to reasonably assure project performance or safety. It is the sole responsibility of the Sponsor to perform such additional monitoring as may be adequate for such purposes. PREFERENCES FOR RESIDENTS Sponsors shall not express a preference for users of grant assisted projects on the basis of residence (including preferential reservation, membership, and/or permit systems) except that reasonable differences in admission and other fees may be maintained on the basis of residence. Fees for nonresidents must not exceed twice the fee imposed on residents. Where there is no fee for residents but a fee is charged to nonresidents, the nonresident fee shall not exceed the amount that would be imposed on residents at comparable state or local public facilities. ACKNOWLEDGMENT AND SIGNS A.Publications. The Sponsor shall include language which acknowledges the funding contribution of the applicable grant program to this project in any release or other publication developed or modified for, or referring to, the project during the project period and in the future. B.Signs. 1) During the period of performance through the period of long-term obligation, the Sponsor shall post openly visible signs or other appropriate media at entrances and other locations on the project area that acknowledge the applicable grant program's funding contribution, unless waived by the director; and 2) During the period of long-term obligation, the Sponsor shall post openly visible signs or other appropriate media at entrances and other locations to notify the public of the availability of the site for reasonable public access. AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 32 of 38 C.Ceremonies. The Sponsor shall notify RCO no later than two weeks before a dedication ceremony for this project. The Sponsor shall verbally acknowledge the applicable grant program’s funding contribution at all dedication ceremonies and in all advertisements and mailings thereof, and any and all of its related digital media publications. D.Federally Funded Projects. When issuing statements, press releases, requests for proposals, bid solicitations, and other documents describing a project funded in whole or in part with federal money provided for in this grant, Sponsors shall clearly state: 1) The fund source; 2) The percentage of the total costs of the project that is financed with federal money; 3) The dollar amount of federal funds for the project; and 4) The percentage and dollar amount of the total costs of the project that is financed by nongovernmental sources. PROVISIONS APPLYING TO DEVELOPMENT, MAINTENANCE, RENOVATION, AND RESTORATION PROJECTS The following provisions shall be in force: A.Operations and Maintenance. Properties, structures, and facilities developed, maintained, or operated with the assistance of money granted per this Agreement and within the project area shall be built, operated, and maintained according to applicable regulations, laws, building codes, and health and public safety standards to assure a reasonably safe condition and to prevent premature deterioration. It is the Sponsor’s sole responsibility to ensure the same are operated and maintained in a safe and operable condition. The RCO does not conduct safety inspections or employ or train staff for that purpose. B.Document Review and Approval. Prior to commencing construction or finalizing the design, the Sponsor agrees to submit one copy of all construction and restoration plans and specifications to RCO for review solely for compliance with the scope of work to be identified in the Agreement. RCO does not review for, and disclaims any responsibility to review for safety, suitability, engineering, compliance with code, or any matters other than the scope so identified. Although RCO staff may provide tentative guidance to a Sponsor on matters related to site accessibility by persons with a disability, it is the Sponsor’s responsibility to confirm that all legal requirements for accessibility are met even if the RCO guidance would not meet such requirements. 1) Change orders that impact the amount of funding or changes to the scope of the project as described to and approved by the RCO must receive prior written approval of the RCO. C.Control and Tenure. The Sponsor must provide documentation that shows appropriate tenure and term (such as long-term lease, perpetual or long-term easement, or perpetual or long-term fee simple ownership, or landowner agreement or interagency agreement for the land proposed for construction, renovation, or restoration. The documentation must meet current RCO requirements identified in this Agreement as of the effective date of this Agreement unless otherwise provided in any applicable manual, RCW, WAC, or as approved by the RCO. D.Use of Best Management Practices. Sponsors are encouraged to use best management practices including those developed as part of the Washington State Aquatic Habitat Guidelines (AHG) Program. AHG documents include “Integrated Streambank Protection Guidelines”, 2002; “Land Use Planning for Salmon, Steelhead and Trout: A land use planner’s guide to salmonid habitat protection and recovery”, 2009”, “Protecting Nearshore Habitat and Functions in Puget Sound”, 2010; “Stream Habitat Restoration Guidelines”, 2012; “Water Crossing Design Guidelines”, 2013; and “Marine Shoreline Design Guidelines”, 2014. These documents, along with new and updated guidance documents, and other information are available on the AHG Web site. Sponsors are also encouraged to use best management practices developed by the Washington Invasive Species Council (WISC) described in “Reducing Accidental Introductions of Invasive Species” which is available on the WISC Web site. E. At no time shall the Sponsor design, construct, or operate this grant funded project in a way that unreasonably puts the public, itself, or others at risk of injury or property damage. The Sponsor agrees and acknowledges that the Sponsor is solely responsible for safety and risk associated with the project, that RCO does not have expertise, capacity, or a mission to review, monitor, or inspect for safety and risk, that no expectation exists that RCO will do so, and that RCO is in no way responsible for any risks associated with the project. LONG-TERM OBLIGATIONS OF THE PROJECTS AND SPONSORS A.Long-Term Obligations. This section applies to completed projects only. B.Perpetuity. For acquisition, development, and restoration projects, or a combination thereof, unless otherwise allowed by applicable manual, policy, program rules, or this Agreement, or approved in writing by RCO. The RCO requires that the project area continue to function for the purposes for which these grant funds were approved, in AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 33 of 38 perpetuity. C.Conversion. The Sponsor shall not at any time convert any real property (including any interest therein) or facility acquired, developed, renovated, and/ or restored pursuant to this Agreement, unless provided for in applicable statutes, rules, and policies. Conversion includes, but is not limited to, putting such property (or a portion of it) to uses other than those purposes for which funds were approved or transferring such property to another entity without prior approval via a written amendment to the Agreement. All real property or facilities acquired, developed, renovated, and/or restored with funding assistance shall remain in the same ownership and in public use/access status in perpetuity unless otherwise expressly provided in the Agreement or applicable policies or unless a transfer or change in use is approved by the RCO through an amendment. Failure to comply with these obligations is a conversion. Further, if the project is subject to operation and or maintenance obligations, the failure to comply with such obligations, without cure after a reasonable period as determined by the RCO, is a conversion. Determination of whether a conversion has occurred shall be based upon all terms of the Agreement, and all applicable state of federal laws or regulation. 1) When a conversion has been determined to have occurred, the Sponsor shall remedy the conversion as set forth in this Agreement (with incorporated documents) and as required by all applicable policies, manuals, WACs and laws that exist at the time the remedy is implemented or the right to the remedy is established by a court or other decision-making body, and the RCO may pursue all remedies as allowed by the Agreement or law. CONSTRUCTION, OPERATION, USE, AND MAINTENANCE OF ASSISTED PROJECTS The following provisions shall be in force for this agreement: A.Property and facility operation and maintenance. Sponsor must ensure that properties or facilities assisted with the grant funds, including undeveloped sites, are built, operated, used, and maintained: 1) According to applicable federal, state, and local laws and regulations, including public health standards and building codes; 2) In a reasonably safe condition for the project’s intended use; 3) Throughout its estimated useful service life so as to prevent undue deterioration; 4) In compliance with all federal and state nondiscrimination laws, regulations and policies. B.Open to the public. Unless otherwise specifically provided for in the Agreement, and in compliance with applicable statutes, rules, and applicable WACs and manuals, facilities must be open and accessible to the general public, and must: 1) Be constructed, maintained, and operated to meet or exceed the minimum requirements of the most current guidelines or rules, local or state codes, Uniform Federal Accessibility Standards, guidelines, or rules, including but not limited to: the International Building Code, the Americans with Disabilities Act, and the Architectural Barriers Act, as amended and updated. 2) Appear attractive and inviting to the public except for brief installation, construction, or maintenance periods. 3) Be available for appropriate use by the general public at reasonable hours and times of the year, according to the type of area or facility, unless otherwise stated in RCO manuals or, by a decision of the RCO director in writing. Sponsor shall notify the public of the availability for use by posting and updating that information on its website and by maintaining at entrances and/or other locations openly visible signs with such information. RECORDED NOTICE OF GRANT At the request of RCO, another state agency, or a federal agency, Sponsor shall record a notice of grant on property subject to this Agreement and shall submit to the RCO a recorded and registry stamped copy of such notice. The purpose of the notice of grant is to provide constructive notice of the grant and project and to ensure that the present and future use of the project area is and shall remain subject to the terms and conditions described in this Agreement. The notice of grant shall be in a format specified by RCO. PROVISIONS FOR FEDERAL SUBAWARDS The following provisions shall be in force for this agreement: A.Sub-Recipient (Sponsor) must comply with the cost principles of 2 C.F.R. Part 200 (as updated). Unless otherwise indicated, the cost principles apply to the use of funds provided under this Agreement to include match and any in- AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 34 of 38 kind matching donations. The applicability of the cost principles depends on the type of organization incurring the costs. B.Binding Official. Per 2 CFR 200 (as updated), as updated, Sponsor certifies through its actions or those of authorized staff, at the time of a request for reimbursement, the following: “To the best of my knowledge and belief that the report is true, complete, and accurate, and the expenditures, disbursements and cash receipts are for the purposes and objectives set forth in the terms and conditions of the Federal award. I am aware that any false, fictitious, or fraudulent information, or the omission of any material fact, may subject me to criminal, civil or administrative penalties for fraud, false statements, false claims or otherwise. (U.S. Code Title 18, Section 1001 and Title 31, Sections 3729-3730 and 3801-3812).” C.Equal Employment Opportunity. Except as otherwise provided under 41 C.F.R. Part 60, all contracts that meet the definition of “federally assisted construction contract” in 41 C.F.R. § 60-1.3 must include the equal opportunity clause provided under 41 C.F.R. § 60- 1.4(b), in accordance with Executive Order 11246, Equal Employment Opportunity (30 Fed. Reg. 12319, 12935, 3 C.F.R. Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, Amending Executive Order 11246 Relating to Equal Employment Opportunity, and implementing regulations at 41 C.F.R. Part 60 (Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor). See 2 C.F.R. Part 200 (as updated). 1)Federally Assisted Construction Contract. The regulation at 41 C.F.R. § 60-1.3 defines a “federally assisted construction contract” as any agreement or modification thereof between any applicant and a person for construction work which is paid for in whole or in part with funds obtained from the Government or borrowed on the credit of the Government pursuant to any Federal program involving a grant, contract, loan, insurance, or guarantee, or undertaken pursuant to any Federal program involving such grant, contract, loan, insurance, or guarantee, or any application or modification thereof approved by the Government for a grant, contract, loan, insurance, or guarantee under which the applicant itself participates in the construction work. 2)Construction Work. The regulation at 41 C.F.R. § 60-1.3 defines “construction work” as the construction, rehabilitation, alteration, conversion, extension, demolition or repair of buildings, highways, or other changes or improvements to real property, including facilities providing utility services. The term also includes the supervision, inspection, and other onsite functions incidental to the actual construction. D.Davis-Bacon Act, as amended (40 U.S.C. 3141-3148). When required by federal program legislation, all prime construction contracts in excess of $2,000 awarded by non-federal entities (Sponsors) must include a provision for compliance with the Davis-Bacon Act (40 U.S.C. 3141-3148) as supplemented by Department of Labor regulations (29 C.F.R. § 5, “Labor Standards Provisions Applicable to Contracts Covering Federally Financed and Assisted Construction”). In accordance with the statute, contractors must be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages specified in a wage determination made by the Secretary of Labor. In addition, contractors must be required to pay wages not less than once a week. The non-federal entity (Sponsor) must place a copy of the current prevailing wage determination issued by the Department of Labor in each solicitation. The decision to award a contract or subcontract must be conditioned upon the acceptance of the wage determination. The non-Federal entity (Sponsor) must report all suspected or reported violations to the federal awarding agency identified in the Federal Fund Information Section. The contracts must also include a provision for compliance with the Copeland “Anti-Kickback” Act (40 U. S. C. 3145), as supplemented by Department of Labor regulations (29 C.F.R Part 3, “Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States”). The Act provides that each contractor or subrecipient (Sponsor) must be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he or she is otherwise entitled. The non-Federal entity (Sponsor) must report all suspected or reported violations to the Federal awarding agency identified in Section H: Federal Fund Information. E.Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where applicable, all contracts awarded by the non-federal entity (Sponsor) in excess of $100,000 that involve the employment of mechanics or laborers must include a provision for compliance with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 C.F.R. Part 5). Under 40 U.S.C. 3702 of the Act, each contractor must be required to compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic must be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. F.Rights to Inventions Made Under a Contract or Agreement. If the Federal award meets the definition of “funding agreement” under 37 C.F.R § 401.2(a) and the recipient or subrecipient (Sponsor) wishes to enter into a contract with a small business firm or nonprofit organization regarding the substitution of parties, assignment or performance of AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 35 of 38 experimental, developmental, or research work under that “funding agreement,” the recipient or subrecipient (Sponsor) must comply with the requirements of 37 C.F.R Part 401, “Rights to Inventions Made by Nonprofit Organizations and Small Business Firms Under Government Grants, Contracts and Cooperative Agreements,” and any implementing regulations issued by the awarding agency. G.Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as Amended. Contracts and subgrants of amounts in excess of $150,000 must contain a provision that requires the non- Federal award to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal awarding agency identified in Section H: Federal Fund Information and the Regional Office of the Environmental Protection Agency (EPA). H.Byrd Anti-Lobbying Amendment (31 U.S.C. 1352). By signing this Agreement, the Sponsor certifies (per the certification requirements of 31 U.S.C.) that none of the funds that the Sponsor has (directly or indirectly) received or will receive for this project from the United States or any agency thereof, have been used or shall be used to engage in the lobbying of the Federal Government or in litigation against the United States. Such lobbying includes any influence or attempt to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this project. Contractors that apply or bid for an award exceeding $100,000 must file the required certification. Each tier certifies to the tier above that it will not and has not used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier must also disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the non-federal award. I.Procurement of Recovered Materials. A non-federal entity (Sponsor) that is a state agency or agency of a political subdivision of a state and its contractors must comply with section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act. The requirements of Section 6002 include procuring only items designated in guidelines of the Environmental Protection Agency (EPA) at 40 C.F.R part 247 that contain the highest percentage of recovered materials practicable, consistent with maintaining a satisfactory level of competition, where the purchase price of the item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year exceeded $10,000; procuring solid waste management services in a manner that maximizes energy and resource recovery; and establishing an affirmative procurement program for procurement of recovered materials identified in the EPA guidelines. J.Required Insurance. The non-federal entity (Sponsor) must, at a minimum, provide the equivalent insurance coverage for real property and equipment acquired or improved with federal funds as provided to property owned by the non-federal entity. Federally-owned property need not be insured unless required by the terms and conditions of the Federal award (2 C.F.R § 200.310 (2013)). K.Debarment and Suspension (Executive Orders 12549 and 12689). The Sponsor must not award a contract to parties listed on the government-wide exclusions in the System for Award Management (SAM), in accordance with the Office of Management and Budget (OMB) guidelines at 2 C.F.R § 180 that implement Executive Orders 12549 (3 C.F.R part 1986 Comp., p. 189) and 12689 (3 C.F.R part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. L.Conflict of Interest. Sponsor agrees to abide by the conflict of interest policy and requirements of the federal funding agency established pursuant to 2 C.F.R 200. PROVISIONS FOR LAND AND WATER CONSERVATION FUND PROJECTS This project has been approved by the National Park Service, US Department of the Interior, for funding assistance from the federal Land and Water Conservation Fund (LWCF), therefore the “Land and Water Conservation Fund General Provisions” are made part of this Agreement and incorporated herein. The Sponsor shall abide by these LWCF General Provisions, in addition to this Agreement, as they now exist or are hereafter amended. Further, the Sponsor agrees to provide RCO with reports or documents needed to meet the requirements of the LWCF General Provisions. ORDER OF PRECEDENCE This Agreement is entered into, pursuant to, and under the authority granted by applicable federal and state laws. The provisions of the Agreement shall be construed to conform to those laws. In the event of a direct and irreconcilable conflict between the terms of this Agreement and any applicable statute, rule, or policy or procedure, the conflict shall be resolved by giving precedence in the following order: A. Federal law and binding executive orders; AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 36 of 38 B. Code of federal regulations; C. Terms and conditions of a grant award to the state from the federal government; D. Federal grant program policies and procedures adopted by a federal agency that are required to be applied by federal law; E. State Constitution, RCW, and WAC; F. Agreement Terms and Conditions and Applicable Manuals; G. Applicable deed restrictions, and/or governing documents. LIMITATION OF AUTHORITY Only RCO’s Director or RCO’s delegate authorized in writing (delegation to be made prior to action) shall have the authority to alter, amend, modify, or waive any clause or condition of this Agreement; provided that any such alteration, amendment, modification, or waiver of any clause or condition of this Agreement is not effective or binding unless made as a written amendment to this Agreement and signed by the RCO Director or delegate. WAIVER OF DEFAULT Waiver of any default shall not be deemed to be a waiver of any subsequent default. Waiver or breach of any provision of the Agreement shall not be deemed to be a waiver of any other or subsequent breach and shall not be construed to be a modification of the terms of the Agreement unless stated to be such in writing, signed by the director, or the director’s designee, and attached as an amendment to the original Agreement. APPLICATION REPRESENTATIONS – MISREPRESENTATIONS OR INACCURACY OR BREACH The Funding Entity (if different from RCO) and RCO rely on the Sponsor’s application in making its determinations as to eligibility for, selection for, and scope of, funding grants. Any misrepresentation, error or inaccuracy in any part of the application may be deemed a breach of this Agreement. SPECIFIC PERFORMANCE RCO may, at it's discretion, enforce this Agreement by the remedy of specific performance, which means Sponsors’ completion of the project and/or its completion of long-term obligations as described in this Agreement. However, the remedy of specific performance shall not be the sole or exclusive remedy available to RCO. No remedy available to the RCO shall be deemed exclusive. The RCO may elect to exercise any, a combination of, or all of the remedies available to it under this Agreement, or under any provision of law, common law, or equity, including but not limited to seeking full or partial repayment of the grant amount paid and damages. TERMINATION AND SUSPENSION The RCO requires strict compliance by the Sponsor with all the terms of this Agreement including, but not limited to, the requirements of the applicable statutes, rules, and RCO policies, and with the representations of the Sponsor in its application for a grant as finally approved by RCO. For federal awards, notification of termination will comply with 2 C.F.R. § 200 (as updated). A.For Cause. 1) The RCO director may suspend or terminate the obligation to provide funding to the Sponsor under this Agreement: a) If the Sponsor breaches any of the Sponsor's obligations under this Agreement; b) If the Sponsor fails to make progress satisfactory to the RCO director toward completion of the project by the completion date set out in this Agreement. Included in progress is adherence to milestones and other defined deadlines; or c) If the primary and secondary Sponsor(s) cannot mutually agree on the process and actions needed to implement the project; 2) Prior to termination, the RCO shall notify the Sponsor in writing of the opportunity to cure. If corrective action is not taken within 30 days or such other time period that the director approves in writing, the Agreement may be terminated. In the event of termination, the Sponsor shall be liable for damages or other relief as AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 37 of 38 authorized by law and/or this Agreement. 3) RCO reserves the right to suspend all or part of the Agreement, withhold further payments, or prohibit the Sponsor from incurring additional obligations of funds during the investigation of any alleged breach and pending corrective action by the Sponsor, or a decision by the RCO to terminate the Contract. B.For Convenience. Except as otherwise provided in this Agreement, RCO may, by ten (10) days written notice, beginning on the second day after the mailing, terminate this Agreement, in whole or in part when it is in the best interest of the state. If this Agreement is so terminated, RCO shall be liable only for payment required under the terms of this Agreement prior to the effective date of termination. A claimed termination for cause shall be deemed to be a "Termination for Convenience" if it is determined that: 1) The Sponsor was not in default; or 2) Failure to perform was outside Sponsor’s control, fault or negligence. C.Rights and Remedies of the RCO. 1) The rights and remedies of RCO provided in this Agreement are not exclusive and are in addition to any other rights and remedies provided by law. 2) In the event this Agreement is terminated by the director, after any portion of the grant amount has been paid to the Sponsor under this Agreement due to Sponsor's breach of the Agreement or other violation of law, the director may require that any amount paid be repaid to RCO for redeposit into the account from which the funds were derived. However, any repayment shall be limited to the extent repayment would be inequitable and represent a manifest injustice in circumstances where the project will fulfill its fundamental purpose for substantially the entire period of performance and of long-term obligation. D.Non Availability of Funds. The obligation of the RCO to make payments is contingent on the availability of state and federal funds through legislative appropriation and state allotment. If amounts sufficient to fund the grant made under this Agreement are not appropriated to RCO for expenditure for this Agreement in any biennial fiscal period, RCO shall not be obligated to pay any remaining unpaid portion of this grant unless and until the necessary action by the Legislature or the Office of Financial Management occurs. If RCO participation is suspended under this section for a continuous period of one year, RCO’s obligation to provide any future funding under this Agreement shall terminate. Termination of the Agreement under this section is not subject to appeal by the Sponsor. 1)Suspension: The obligation of the RCO to manage contract terms and make payments is contingent upon the state appropriating state and federal funding each biennium. In the event the state is unable to appropriate such funds by the first day of each new biennium RCO reserves the right to suspend the Agreement, with ten (10) days written notice, until such time funds are appropriated. Suspension will mean all work related to the contract must cease until such time funds are obligated to RCO and the RCO provides notice to continue work. 2)No Waiver. The failure or neglect of RCO to require strict compliance with any term of this Agreement or to pursue a remedy provided by this Agreement or by law shall not act as or be construed as a waiver of any right to fully enforce all rights and obligations set forth in this Agreement and in applicable state or federal law and regulations. DISPUTE HEARING Except as may otherwise be provided in this Agreement , when a dispute arises between the Sponsor and the RCO, which cannot be resolved, either party may request a dispute hearing according to the process set out in this section. Either party’s request for a dispute hearing must be in writing and clearly state: A. The disputed issues; B. The relative positions of the parties; C. The Sponsor’s name, address, project title, and the assigned project number. In order for this section to apply to the resolution of any specific dispute or disputes, the other party must agree in writing that the procedure under this section shall be used to resolve those specific issues. The dispute shall be heard by a panel of three persons consisting of one person chosen by the Sponsor, one person chosen by the director, and a third person chosen by the two persons initially appointed. If a third person cannot be agreed on, the persons chosen by the Sponsor and director shall be dismissed and an alternate person chosen by the Sponsor, and one by the director shall be appointed and they shall agree on a third person. This process shall be repeated until a three person panel is established. Any hearing under this section shall be informal, with the specific processes to be determined by the disputes panel according to the nature and complexity of the issues involved. The process may be solely based on written material if the parties so AGENDA ITEM #6. g) RCO: 20-1731 Revision Date: 6/1/2021 Page 38 of 38 agree. The disputes panel shall be governed by the provisions of this Agreement in deciding the disputes. The parties shall be bound by the majority decision of the dispute panelists, unless the remedy directed by that panel is beyond the authority of either or both parties to perform, as necessary, or is otherwise unlawful. Request for a disputes hearing under this section by either party shall be delivered or mailed to the other party. The request shall be delivered or mailed within thirty (30) days of the date the requesting party has received notice of the action or position of the other party which it wishes to dispute. The written agreement to use the process under this section for resolution of those issues shall be delivered or mailed by the receiving party to the requesting party within thirty (30) days of receipt by the receiving party of the request. All costs associated with the implementation of this process shall be shared equally by the parties. ATTORNEYS’ FEES In the event of litigation or other action brought to enforce contract terms, each party agrees to bear its own costs and attorneys' fees. GOVERNING LAW/VENUE This Agreement shall be construed and interpreted in accordance with the laws of the State of Washington. In the event of a lawsuit involving this Agreement, venue shall be in Thurston County Superior Court if legally proper; otherwise venue shall be in the Superior Court of a county where the project is situated, if venue there is legally proper, and if not, in a county where venue is legally proper. The Sponsor, by execution of this Agreement acknowledges the jurisdiction of the courts of the State of Washington and agrees to venue as set forth above. SEVERABILITY The provisions of this Agreement are intended to be severable. If any term or provision is illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of the Agreement. END OF STANDARD TERMS AND CONDITIONS This is the end of the Standard Terms and Conditions of the Agreement. AGENDA ITEM #6. g) Coulon Park Trestle Bridge – 20-1731Swim BeachPlay AreaRestaurantsBoat LaunchFishing PierSailing Center/Non-motorized Boat Launch4Features of Gene Coulon Memorial Beach ParkPark BoundaryBridgeAGENDA ITEM #6. g) Coulon Park Trestle Bridge – 20-1731277 – Cost Efficiencies AGENDA ITEM #6. g) AB - 2980 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Rainier Avenue South Corridor Improvements – Phase 4 from South 3rd Street to NW 3rd Place – Condemnation Ordinance RECOMMENDED ACTION: Refer to Committee of the Whole DEPARTMENT: Public Works Transportation Systems Division STAFF CONTACT: Michelle Faltaous, Project Manager EXT.: 7301 FISCAL IMPACT SUMMARY: Funding for right of way in the amount of $4,300,000 is available from the approved Rainier Avenue South Corridor Improvements – Phase 4 Project. The account number is 317.122195.015.595.20.63.000. There is sufficient funding in the budget to cover the property acquisitions. SUMMARY OF ACTION: The City has been negotiating to acquire properties necessary for the subject project for nearly one year. Of the 35 separate parcels involved, we have been successful in obtaining 5 signed agreements and 4 verbal agreements, and they currently are in the process of closure through Escrow. We are continuing to try and negotiate the terms of the acquisitions with the remaining parcel owners but feel that property owners have no sense of urgency. In order for the project to go forward within the timeframes outlined in our grants, we will need to acquire the necessary property segments by spring 2022. If we do not meet those deadlines, then the city is at risk of losing millions of dollars in grants that are funding this project. Therefore, it is necessary to initiate condemnation proceedings in case continued negotiations with property owners are unsuccessful. The proposed ordinance authorizes condemnation of the properties needed for the project, which is a prerequisite for the City filing a condemnation lawsuit. It is the City’s intent that negotiations will continue with property owners even if a lawsuit is filed. Pursuant to RCW 8.12.005 and 8.25.290, the City provided notifications to property owners affected by the proposed condemnation ordinance. The notifications advised the owners that first reading of the ordinance would take place on November 8 and final action on the ordinance is planned for November 15. As stated above, the City will continue to negotiate with property owners in orde r to reach an agreement. However, initiation of condemnation is practically necessary at this point in the project in order to acquire the properties as required by the grant funding for the project in case agreements cannot be reached. EXHIBITS: A. Ordinance STAFF RECOMMENDATION: AGENDA ITEM #6. h) Adopt the proposed ordinance authorizing the initiation of condemnation proceedings for a portion of certain properties on Rainer Avenue South and Rainier Avenue North between South 3rd Street and Northwest 3rd Place, as described in Exhibit A of the attached ordinance, on November 15, 2021. AGENDA ITEM #6. h) 1  CITY OF RENTON, WASHINGTON    ORDINANCE NO. ________    AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, PROVIDING FOR THE  ACQUISITION BY EMINENT DOMAIN OF PROPERTY LOCATED NEAR OR  ADJACENT TO RAINER AVENUE SOUTH AND RAINIER AVENUE NORTH, RENTON,  WASHINGTON, FOR ROAD WAY IMPROVEMENTS, PROVIDING FOR  SEVERABILITY,  AND ESTABLISHING AN EFFECTIVE DATE.     WHEREAS, the City of Renton is a non‐charter code city as provided in title 35A RCW,  incorporated under the laws of the State of Washington, and authorized to acquire title to real  property for public purposes pursuant to chapter 8.12 RCW; and   WHEREAS, in the interest of improving Rainier Avenue South and Rainier Avenue North   within the City, the City of Renton identified a street improvement project (“Project”) in  compliance with goals announced in the City's Comprehensive Plan; and   WHEREAS, the Project involves improvements to Rainier Avenue South and Rainier  Avenue North to serve the public; and  WHEREAS, the City determined that it must acquire certain property and/or property  rights for the Project; and  WHEREAS, for this Project, the City determined that the acquisition of certain rights and  interests from the real properties identified in Exhibit A attached hereto all located within the  City of Renton, Washington, and identified as King County Tax Parcel Nos. 182305‐9063; 182305‐ 9070; 182305‐9208; 182305‐9067; 182305‐9171; 182305‐9112; 182305‐9125; 182305‐9077;  182305‐9080; 722950‐0063; 380600‐0110; 182305‐9245; 000720‐0193; 072305‐9007; 182305‐ 9079; 182305‐9213; 182305‐9273; 182305‐9013; 182305‐9073; 182305‐9090; 182305‐9074;  182305‐9082; 182305‐9011; 182305‐9163; 420440‐0261; 420440‐0225; 420440‐0210; 182305‐ AGENDA ITEM #6. h) 2  ORDINANCE NO. ________  9071;  000720‐0199;  000720‐0004;  182305‐9087;  182305‐9234;  and  182305‐9227  and  legally  described in Exhibit A, attached hereto and incorporated by reference ("Parcels”), is necessary to  accomplish and construct the Project, and those rights and interests are hereinafter referred to  as the “Real Property Take”; and   WHEREAS, the City appraised the fair market value of the Real Property Take; and   WHEREAS,  the  City  negotiated  in  good  faith  with  the  owners  of  the  Parcels  for  the  voluntary acquisition of the Real Property Take; and   WHEREAS, the City to date has been unable to reach a negotiated voluntary resolution  with said owners; and  WHEREAS, while this Ordinance authorizes condemnation, the City Council does hereby  express its intent that negotiations continue regarding the Real Property Take; and   WHEREAS, the City complied with the notice requirements set forth in RCW 8.25.290 by  providing notice to every property owner of record as indicated on the tax rolls of the county to  the address provided on such tax rolls, for each property potentially subject to condemnation, at  least fifteen days before the final action adopting this Ordinance, and through publication once  per  week  for  two  weeks,  prior  to  the  passage  of  a  Motion  authorizing  condemnation  and  subsequent enactment of this Ordinance; and   WHEREAS, payment of just compensation and costs of litigation should be made from the  City's general fund or from such other monies that the City may have available or attain for the  Real Property Take;  NOW,  THEREFORE,  THE  CITY  COUNCIL  OF  THE  CITY  OF  RENTON,  WASHINGTON,  DO  ORDAIN AS FOLLOWS:  AGENDA ITEM #6. h) ORDINANCE NO. ________  3   SECTION I.  Incorporation of Recitals.   The recitals set forth above are hereby adopted and  incorporated herein as if set forth in full.    SECTION II.  Public Use and Necessity Declared.  The City Council of the City of Renton  finds and declares that:  i) the Project for roadway and utility purposes is a public use; ii) the  acquisition of the rights and interests in the Real Property Take legally described and depicted in  Exhibit A is necessary for the construction of the Project; and iii) the acquisition of the Real  Property Take and the construction of the Project are in the best interests of the citizens residing  within the City of Renton.     SECTION III.  Acquisition.  The City Council of the City of Renton authorizes the acquisition,  condemnation and taking of the Real Property Take as legally described and depicted on  Exhibit A.  The City Council authorizes the acquisition of the Real Property Take under threat of  condemnation or by initiation of legal action for condemnation to acquire the Real Property Take  as necessary for the commencement and completion of the Project, subject to the making or  paying of just compensation to the owners thereof in the manner provided by law.   SECTION IV.  Reservation of Rights.  Nothing in this Ordinance limits the City in its  identification and acquisition of property and property rights necessary for the Project, including  for purposes of settlement.  The City reserves the right to acquire additional or different  properties or property rights as needed for the Project.   SECTION V.  Authority of Mayor.  The Mayor, by and through his designees, is authorized  and directed to continue negotiations for the acquisition of property and property rights and to  prosecute actions and proceedings in the manner provided by law to condemn, take, damage  and appropriate the Real Property Take necessary to carry out the provisions of this Ordinance.   AGENDA ITEM #6. h) ORDINANCE NO. ________  4  In conducting said negotiations and condemnation proceedings, the Renton City Attorney, by and  through his designees, is hereby authorized to enter into stipulations for the Real Property Take.   Settlement of any actions by the Mayor shall be made only upon the recommendation of legal  counsel.    SECTION VI.  Compensation.  The compensation to be paid to the owners of the Real  Property Take acquired for the Project shall be paid from the City's General Fund or from such  other monies that the City may have available or attain for the acquisition.    SECTION VII.  Severability. If any section, subsection, sentence, clause, phrase or word  of this Ordinance should be held to be invalid or unconstitutional by a court of competent  jurisdiction, such invalidity or unconstitutionality thereof shall not affect the constitutionality of  any other section, subsection, sentence, clause, phrase or word of this Ordinance.  SECTION VIII.  Effective Date. This Ordinance shall be in full force and effect five (5)  days after publication of a summary of this Ordinance in the City’s official newspaper.  The  summary shall consist of this Ordinance’s title.  PASSED BY THE CITY COUNCIL this ______ day of _____________________, 2021.        ______________________________  Jason A. Seth, City Clerk      APPROVED BY THE MAYOR this ______ day of _____________________, 2021.        ______________________________   Armondo Pavone, Mayor           AGENDA ITEM #6. h) ORDINANCE NO. ________  5          Approved as to form:      ______________________________  Shane Moloney, City Attorney    ORD.2190:10/20/21  AGENDA ITEM #6. h) FG:54391457.1 EXHIBIT A  Tax Parcel # Owner Name Situs Address  182305‐9063 VADER INVESTMENTS LLC 250 Rainier Ave S, Renton, WA   182305‐9070 RENTON TT LLC  112 Rainier Ave S, Renton, WA  182305‐9208 CITY OF SEATTLE    Rainier Ave S, Renton, WA  182305‐9067 RENTON 2020 LLC    144 Rainier Ave S, Renton, WA  182305‐9171 PARAGON DENTAL ARTS LLC 134 Rainier Ave S, Renton, WA  182305‐9112 SIGROHA INVESTMENTS II LLC 128 Rainier Ave S, Renton, WA  182305‐9125 ROBERT E AND PRISCILLA R COX 124 Rainier Ave S, Renton, WA   182305‐9077 TMJD INC  110 Rainier Ave S, Renton, WA  182305‐9080 &  722950‐0063  PETER H WILSON    104 Rainier Ave S, Renton, WA  380600‐0110 &  722950‐0030  BARMAR  (Mary Gray)  74 Rainier Ave S, Renton WA   100 Rainier Ave S, Renton, WA   182305‐9245  000720‐0193  BURKHEIMER FAMILY LLC 68 Rainier Ave S, Renton, WA  072305‐9007 CITY OF RENTON 616 Perimeter Road W, Renton, WA  182305‐9079 WALTRUST PROPERTIES INC    275 Rainier Ave S, Renton, WA  182305‐9213 RENTON PROPERTY VENTURES    265 Rainier Ave S, Renton, WA  182305‐9273 RENTON PROPERTY VENTURES    261 Rainier Ave S, Renton, WA  182305‐9013  182305‐9073  J & J WEST BROTHERS LLC    225 Rainier Ave S, Renton, WA  182305‐9090 TWENTY X LLC    2xx Rainier Ave S, Renton, WA  182305‐9074 SLE ENTERPRISES LLC    205 Rainier Ave S, Renton, WA  182305‐9082 AUTOZONE DEVELOPMENT CORP    175 Rainier Ave S, Renton, WA  182305‐9011 KRW INVESTMENT HOLDINGS LLC    151 Rainier Ave S, Renton, WA  182305‐9163 YUBING LIANG‐MAYTON 106 SW Victoria St, Renton, WA  420440‐0261 KRANZ RAINIER AVENUE PROPERTIES, LLC    271 Rainier Ave N, Renton, WA  420440‐0225 PRECISION MOTORS LLC    313 Rainier Ave N, Renton, WA  420440‐0210 FLORINEL AND ANTONELA POLOTANU 333 Rainier Ave N, Renton, WA  182305‐9071,  000720‐0199,  &  000720‐0004  SAFEWAY INC./AKA ACI REAL ESTATE SPE  138, LLC  200 S 3rd ST, Renton, WA  182305‐9087 CARNEY INVESTMENT GROUP 230 Rainier Ave S, Renton, WA  182305‐9234 MCDONALDS CORPORATION 59 Rainier Ave S, Renton, WA  182305‐9227 CORNER INVESTMENT CO 73 Rainier Ave S, Renton, WA  AGENDA ITEM #6. h) Parcel No. 1823059063 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Vader Investments, LLC, a Washington limited liability company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot 1, LLA# LUA-99-089-LLA Rec. No. 20000111900006 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059063 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Vader Investments, LLC, a Washington limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described and depicted in attached Exhibit A, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059063, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070 AGENDA ITEM #6. h) Parcel No. 1823059063 2 DATED this day of , 2021. GRANTOR: Vader Investments, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182305-9063 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL ''A", DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL ''A," SAID CORNER ALSO BEING ON THE NORTH MARGIN OF SOUTH 3RD STREET THENCE NORTH 88 ° 38' 19" WEST ALONG SAID NORTH MARGIN, 103.96 FEET; THENCE NORTHWESTERLY ON A CURVE TO THE RIGHT WHOSE CENTER BEARS NORTH 01 ° 21' 41" EAST, 129.15 FEET, AN ARCE DISTANCE OF 120.46 FEET TO THE EASTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN ON A CURVE TO THE RIGHT WHOSE CENTER BEARS NORTH 78 ° 35' 29" EAST, 771.17 FEET, AN ARC DISTANCE OF 140.42 FEET TO THE NORTHWEST CORNER OF SAID PARCEL ''A"; THENCE SOUTH 88 ° 17' 19" EAST ALONG THE NORTH LINE OF SAID PARCEL "A'', 19.59 FEET; THENCE SOUTHERLY ON A CURVE TO THE LEFT WHOSE CENTER BEARS NORTH 88 ° 11' 06" EAST, 676.50 FEET, AN ARC DISTANCE OF 131.79 FEET; THENCE NORTH 76 ° 56' 19" EAST, 7.00 FEET; THENCE SOUTHERLY ON A CURVE TO THE LEFT WHOSE CENTER BEARS NORTH 77 ° 01' 27" EAST, 669.50 FEET, AN ARC DISTANCE OF 17.04 FEET; THENCE SOUTH 49 ° 14' 45" EAST, 43.89 FEET; THENCE SOUTH 88 ° 38' 19" EAST, 141.00 FEET TO THE EAST LINE OF SAID PARCEL "A"; THENCE SOUTH 00 ° 10' 08" WEST ALONG SAID EAST LINE, 18.50 FEET TO THE POINT OF BEGINNING. CONTAINING 6,788 SQUARE FEET, MORE OR LESS. PARCEL ''A": (PER TITLE RESOURCES GUARANTY COMPANY ORDER NO. 40163780, DATED FEBRUARY 2, 2016) THAT PORTION OF THE H. H. TOBIN DONATION LAND CLAIM NO. 37 AND THAT PORTION OF GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF VACA TED LAKE A VENUE SOUTH PER CITY OF RENTON ORDINANCE NUMBER 4714 AS RECORDED UNDER RECORDING NUMBER 9804220125 AND AMENDED UNDER ORDINANCE NUMBER 4791 RECORDED UNDER RECORDING NUMBER 20000111001489, AND THAT PORTION OF TRACTS 13 AND 14, SECOND SUPPLEMENTAL MAPS OF RENTON SHORELANDS, ADJACENT TO SAID GOVERNMENT LOTS 9 AND 10, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK A VENUE SOUTH (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVENUE); THENCE NORTH 88 °40'50" WEST ALONG SAID NORTH MARGIN, A DISTANCE OF 686.22 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00 °07'37" EAST, A DISTANCE OF 189.91 FEET; 1 ROW.DOCX Page 1 of 2 :K.PG- rAcoMA· SEi\TTLE A AGENDA ITEM #6. h) AGENDA ITEM #6. h) I 40' ROW \ \ N.T.S. \ ;;/ ii Wt---- 19.59' / / SE 1/4, SEC. 18, T. 23 N., R. 5 E., W.M. ___ _J TAX LOT NUMBER 182305-9071 PROPERTY LINE TAX LOT NUMBER I CD 000720-0199 � RIGHT OF WAY AREA = 6788 S.F.± TAX LOT NUMBER 182305-9063 0 3: I") � w :z :::J �) a::: w, a::: a.. ___ N 88'38'19" W EXISTING RIGHT OF WAY <t_ --s 3RD ST '6-Z�-2/ DA TE: APRIL 16, 2020 Interdisciplinary Design 3131 Ell�ttAve 2502Jel!eraonAve Su!e400 Tacoma, WA98402 Seattle, WA 98121 (253)627-0720 (206) 286-1640 www.kpg.com EXHIBIT PARCEL 182305-9063 RIGHT OF WAY ACQUISITION FILE: 1.DWG A AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9063 Grantor(s): Vader Investments, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot 1, LLA# LUA-99-089-LLA Rec. No. 20000111900006 Assessor’s Tax Parcel Number: 182305-9063 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Vader Investments, LLC, a Washington limited liability company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,948 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9063 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a)The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b)The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9063 Dated: , 20___ Grantor: Vader Investments, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9063 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9063 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9063 Page 1 of ( 6 ) Pages Grantor(s): Vader Investments, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot 1, LLA# LUA-99-089-LLA Rec. No. 20000111900006 Assessor’s Tax Parcel Number: 182305-9063 Reference Number of Related Documents: N/A UTILITY/SLOPE EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Vader Investments, LLC, a Washington limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility/slope easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility/Slope Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility/Slope Easement to inspect, construct, reconstruct, grade and slope, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade and slope, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9063 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility/Slope Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility/Slope Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility/Slope Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility/Slope Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility/Slope Easement and the rights, obligations and covenants stated in this Utility/Slope Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility/Slope Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility/Slope Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9063 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Vader Investments, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9063 Page 4 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9063 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9063 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059070 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Renton TT, LLC, a Washington Limited Liability Company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot 1, LLA# LUA-01-108-LLA Rec. No 20011030900009 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059070 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Renton TT, LLC, a Washington Limited Liability Company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059070, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059070 2 DATED this day of , 2021. GRANTOR(S): Renton TT, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182305-9070 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL "A" LYING WESTERLY OF A LINE THAT IS 59.00 FEET EASTERLY OF AND PARALLEL WITH THE CENTERLINE OF RAINIER AVENUE SOUTH. CONTAINING 2,462 SQUARE FEET, MORE OR LESS. PARCEL ''..4": (PER T/COR TITLE COMPANY ORDER NO. 70047223, DATED APRIL 26, 2016) LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-01-108-LLA, RECORDED UNDER RECORDING NUMBER 20011030900009, IN KING COUNTY, WASHINGTON. 4 ROW.DOCX Page 1 of 1 :K.PG-TAcoMA. SEI\ TTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9070 Grantor(s): Renton TT, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot 1, LLA# LUA-01-108-LLA Rec. No 20011030900009 Assessor’s Tax Parcel Number: 182305-9070 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Renton TT LLC, a Washington Limited Liability Company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,095 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9070 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a)The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b)The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9070 Dated: , 20___ Grantor: Renton TT LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9070 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9070 PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9070 Page 1 of ( 6 ) Pages Grantor(s): Renton TT, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot 1, LLA# LUA-01-108-LLA Rec. No 20011030900009 Assessor’s Tax Parcel Number: 182305-9070 Reference Number of Related Documents: N/A UTILITY/SLOPE EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Renton TT LLC, a Washington Limited Liability Company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility/slope easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility/Slope Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility/Slope Easement to inspect, construct, reconstruct, grade and slope, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade and slope, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9070 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility/Slope Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility/Slope Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility/Slope Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility/Slope Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility/Slope Easement and the rights, obligations and covenants stated in this Utility/Slope Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility/Slope Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility/Slope Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9070 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Renton TT LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9070 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9070 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9070 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) '''''''' 3131 Elliott Ave Suite 400 Seattle, WA 98121 (206) 286-1640 2502 Jefferson Ave Tacoma, WA 98402 (253) 627-0720 www.kpg.com Interdisciplinary Design .. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 7 ) Pages Parcel No. 182305-9067 Grantor(s): Renton 2020, LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 SEC 18 T23N R5E WM Assessor’s Tax Parcel Number: 182305-9067 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Renton 2020, LLC, a Colorado limited liability company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 2,063 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9067 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a)The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b)The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9067 Dated: , 20___ Grantor: Renton 2020, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9067 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9067 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9067 Page 1 of ( 7 ) Pages Grantor(s): Renton 2020, LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 SEC 18 T23N R5E WM Assessor’s Tax Parcel Number: 182305-9067 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Renton 2020, LLC, a Colorado limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 2 of ( 7 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 3 of ( 7 ) Pages Dated: , 20___. Grantor: Renton 2020, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 4 of ( 7 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 5 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 6 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9067 Page 7 of ( 7 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059067 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Renton 2020, LLC, a Colorado limited liability company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Gov Lot 4 SEC 18 T23N R5E WM Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059067 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Renton 2020, LLC, a Colorado limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059067, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059067 2 DATED this day of , 2021. GRANTOR: Renton 2020, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9171 Grantor(s): Paragon Dental Arts LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 & Ptn Tract 6 Assessor’s Tax Parcel Number: 182305-9171 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Paragon Dental Arts LLC, a Washington limited liability company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,194 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9171 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9171 Dated: , 20___ Grantor: Paragon Dental Arts LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9171 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9171 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9171 Page 1 of ( 7 ) Pages Grantor(s): Paragon Dental Arts LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 & Ptn Tract 6 Assessor’s Tax Parcel Number: 182305-9171 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Paragon Dental Arts LLC, a Washington limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 2 of ( 7 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 3 of ( 7 ) Pages Dated: , 20___. Grantor: Paragon Dental Arts LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 4 of ( 7 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 5 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 6 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9171 Page 7 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9112 Grantor(s): Sigroha Investments II, LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4, SEC. 18-23-5 Assessor’s Tax Parcel Number: 182305-9112 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Sigroha Investments II, LLC, a Washington Limited Liability Company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 945 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9112 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9112 Dated: , 20___ Grantor: Sigroha Investments II, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9112 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9112 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9125 Grantor(s): Robert E. Cox and Priscilla R. Cox Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 Sec 18 T23N R5E WM Assessor’s Tax Parcel Number: 182305-9125 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Robert E. Cox and Priscilla R. Cox, husband and wife, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,160 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9125 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9125 Dated: , 20___ Grantor: Robert E. Cox and Priscilla R. Cox By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9125 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me ______________________________________, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9125 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9077 Grantor(s): TMJD, Inc. Grantee(s): City of Renton Legal Description: Ptn of Lot Ptn of Gov Lot 4, 8-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9077 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between TMJD Inc., a Washington corporation, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,193 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9077 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9077 Dated: , 20___ Grantor: TMJD Inc. By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9077 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9077 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9077 Page 1 of ( 6 ) Pages Grantor(s): TMJD, Inc. Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4, 8-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9077 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), TMJD Inc., a Washington corporation, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9077 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9077 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: TMJD Inc. By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9077 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9077 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9077 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059080 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Peter H. Wilson, as his separate estate Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Gov Lot 4 and a ptn of Tract 6, Second Supplemental Maps of Renton Shore Lands, STR 18-23N-5E, W.M. Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059080 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Peter H. Wilson, as his separate estate, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059080, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059080 2 DATED this day of , 2021. GRANTOR: By: Peter H. Wilson (Individual) STATE OF WASHINGTON } } SS. COUNTY OF KING } I hereby certify that I know or have satisfactory evidence that ____________________, is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it to be his/her free and voluntary, act for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9080 Grantor(s): Peter H. Wilson Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 and a ptn of Tract 6, Second Supplemental Maps of Renton Shore Lands, STR 18-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9080 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Peter H. Wilson, as his separate estate (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,367 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9080 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9080 Dated: , 20___ Grantor: Peter H. Wilson By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9080 INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me ______________________________________, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9080 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9080 Page 1 of ( 6 ) Pages Grantor(s): Peter H. Wilson Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4 and a ptn of Tract 6, Second Supplemental Maps of Renton Shore Lands, STR 18-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9080 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Peter H. Wilson, as his separate estate, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9080 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9080 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Peter H. Wilson By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9080 Page 4 of ( 6 ) Pages INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me ______________________________________, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9080 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9080 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 3806000110 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Barmar Limited Liability Company, a Washington Limited Liability Company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot 6, Block 2, Victoria A. Kelly Addition Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 3806000110 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Barmar Limited Liability Company, a Washington Limited Liability Company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 3806000110, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 3806000110 2 DATED this day of , 2021. GRANTOR: Barmar Limited Liability Company By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 380600-0110 Grantor(s): Barmar Limited Liability Company Grantee(s): City of Renton Legal Description: Ptn of Lot 6, Block 2, Victoria A. Kelly Addition Assessor’s Tax Parcel Number: 380600-0110 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Barmar Limited Liability Company, a Washington Limited Liability Company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,135 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 380600-0110 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 380600-0110 Dated: , 20___ Grantor: Barmar Limited Liability Company By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 380600-0110 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 380600-0110 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 Grantor(s): Burkheimer Family LLC Grantee(s): City of Renton Legal Description: Ptn of Lot Subdivision: Ptn of NE of 18-23-5 and Ptn DLC No. 37 APN/Parcel ID(s): 182305-9245 182305-9237 000720-0193 Assessor’s Tax Parcel Numbers: 182305-9245 & 000720-0193 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Burkheimer Family LLC, a Washington limited liability company (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 628 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 Dated: , 20___ Grantor: Burkheimer Family LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 6 ) Pages Parcel Nos. 182305-9245 & 000720-0193 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9245 Page 1 of ( 7 ) Pages Grantor(s): Burkheimer Family LLC Grantee(s): City of Renton Legal Description: Subdivision: Ptn of NE of 18-23-5 and Ptn DLC No. 37 APN/Parcel ID(s): 182305-9245 182305-9237 000720-0193 Assessor’s Tax Parcel Number: 182305-9245 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Burkheimer Family LLC, a Washington limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 2 of ( 7 ) Pages or liability therefore. THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 3 of ( 7 ) Pages Dated: , 20___. Grantor: Burkheimer Family LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 4 of ( 7 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 5 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 6 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9245 Page 7 of ( 7 ) Pages AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9079 Grantor(s): Waltrust Properties, Inc. Grantee(s): City of Renton Legal Description: Ptn NE¼ SW¼ SECT. 18-23N-5E Assessor’s Tax Parcel Number: 182305-9079 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Waltrust Properties Inc., a Delaware corporation, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,773 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9079 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9079 Dated: , 20___ Grantor: Waltrust Properties, Inc. By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9079 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9079 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9079 Page 1 of ( 8 ) Pages Grantor(s): Waltrust Properties, Inc. Grantee(s): City of Renton Legal Description: Ptn NE¼ SW¼ SECT. 18-23N-5E Assessor’s Tax Parcel Number: 182305-9079 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Waltrust Properties Inc., a Delaware corporation, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 2 of ( 8 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 3 of ( 8 ) Pages Dated: , 20___. Grantor: Waltrust Properties, Inc. By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 4 of ( 8 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 5 of ( 8 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 6 of ( 8 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 7 of ( 8 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9079 Page 8 of ( 8 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9213 Page 1 of ( 6 ) Pages Grantor(s): Renton Property Ventures Grantee(s): City of Renton Legal Description: Ptn of Lot 1 Subdivision: KCSP NO W-209-78 REC NO 7810049011 Assessor’s Tax Parcel Number: 182305-9213 Reference Number of Related Documents: N/A UTILITY/WALL EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Renton Property Ventures, a joint venture, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility/wall easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility/Wall Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility/Wall Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), and for the purpose of constructing a retaining wall, and appurtenant work in any part of the easement, including the right to repair, replace and maintain the retaining wall, and for any reconstruction of such facilities within the area of the easement together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9213 Page 2 of ( 6 ) Pages therefore. THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities, construction of the retaining wall and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility/Wall Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility/Wall Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility/Wall Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility/Wall Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. It is understood by the Grantor that the retaining wall constructed hereunder shall, in every respect be a public retaining wall and all the property abutting thereon shall have a right to connect therewith under the same conditions as if the retaining wall were a public street. The Grantee, or any abutting property owners upon permit from the Grantee, shall have the right at all times to enter upon the Easement Area and the retaining wall as if it were in a public street; and the Grantee, or any abutting property owners upon permit from the Grantee, shall have the right at all times to enter upon the Easement Area for the purpose of making any necessary repairs to or renewals or replacemnts of the retaining wall. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area so long as the same are to constructed as not to impair the strength or stability of, or interfere with the use and maintenance of, said retaining wall. 4. This Utility/Wall Easement and the rights, obligations and covenants stated in this Utility/Wall Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility/Wall Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility/Wall Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9213 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Renton Property Ventures By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9213 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9213 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9213 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059213 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Renton Property Ventures, a joint venture Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot 1 Subdivision: KCSP NO W-209-78 REC NO 7810049011 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059213 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Renton Property Ventures, a joint venture, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059213, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059213 2 DATED this day of , 2021. GRANTOR: Renton Property Ventures By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) % AGENDA ITEM #6. h) Parcel No. 1823059273 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Renton Property Ventures, a joint venture Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot 2, King County Short Subdivision No. W- 209-78, Rec. No. 7810049011, being a ptn of NE1/4 of SW1/4 of (Government Lot 1), STR 18-23N-5E, W.M. Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059273 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Renton Property Ventures, a joint venture, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059273, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059273 2 DATED this day of , 2021. GRANTOR: Renton Property Ventures By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9273 Grantor(s): Renton Property Ventures Grantee(s): City of Renton Legal Description: Ptn of Lot 2, King County Short Subdivision No. W-209-78, Rec. No. 7810049011, being a ptn of NE1/4 of SW1/4 of (Government Lot 1), STR 18-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9273 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Renton Property Ventures, a joint venture, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 1,844 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9273 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9273 Dated: , 20___ Grantor: Renton Property Ventures By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9273 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9273 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9273 Page 1 of ( 6 ) Pages Grantor(s): Renton Property Ventures Grantee(s): City of Renton Legal Description: Ptn of Lot 2, King County Short Subdivision No. W-209-78, Rec. No. 7810049011, being a ptn of NE1/4 of SW1/4 of (Government Lot 1), STR 18-23N-5E, W.M. Assessor’s Tax Parcel Number: 182305-9273 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Renton Property Ventures, a joint venture, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9273 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9273 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Renton Property Ventures By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9273 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9273 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9273 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel Nos. 1823059013 & 1823059073 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: J & J West Brothers, LLC, a Washington Limited Liability Company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Gov Lot 4, SEC 18 - T23N - R5E & PTN SEC 18 - T23N - R5E, SE 1/4, NW 1/4 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059013 & 1823059073 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), J & J West Brothers, LLC, a Washington Limited Liability Company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel Nos. 1823059013 & 1823059073, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel Nos. 1823059013 & 1823059073 2 DATED this day of , 2021. GRANTOR: J & J West Brothers, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel Nos. 182305-9013 & 182305-9073 Page 1 of ( 5 ) Pages Grantor(s): J & J West Brothers, LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4, SEC 18 - T23N - R5E & PTN SEC 18 - T23N - R5E, SE 1/4, NW 1/4 Assessor’s Tax Parcel Numbers: 182305-9013 & 182305-9073 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between J & J West Brothers, LLC, a Washington Limited Liability Company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 2,719 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 2 of ( 5 ) Pages by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 3 of ( 5 ) Pages It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. Dated: , 20___ Grantor: J & J West Brothers, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 4 of ( 5 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 5 of ( 5 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel Nos. 182305-9013 & 182305-9073 Page 1 of ( 7 ) Pages Grantor(s): J & J West Brothers, LLC Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4, SEC 18 - T23N - R5E & PTN SEC 18 - T23N - R5E, SE 1/4, NW 1/4 Assessor’s Tax Parcel Numbers: 182305-9013 & 182305-9073 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), J & J West Brothers, LLC, a Washington Limited Liability Company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 2 of ( 7 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 3 of ( 7 ) Pages Dated: , 20___. Grantor: J & J West Brothers, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 4 of ( 7 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 5 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 6 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel Nos. 182305-9013 & 182305-9073 Page 7 of ( 7 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059090 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Twenty X, LLC, a Washington limited liability company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn SE 1/4, NW 1/4, GOVT LT 4, SEC 18 - T23N - R5E, W.M. Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059090 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Twenty X, LLC, a Washington limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059090, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059090 2 DATED this day of , 2021. GRANTOR: Twenty X, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9090 Grantor(s): Twenty X LLC Grantee(s): City of Renton Legal Description: Ptn SE 1/4, NW 1/4, GOVT LT 4, SEC 18 - T23N - R5E, W.M. Assessor’s Tax Parcel Number: 182305-9090 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Twenty X, LLC, a Washington limited liability company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 2,670 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9090 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9090 Dated: , 20___ Grantor: Twenty X, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9090 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9090 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9090 Page 1 of ( 6 ) Pages Grantor(s): Twenty X LLC Grantee(s): City of Renton Legal Description: Ptn SE 1/4, NW 1/4, GOVT LT 4, SEC 18 - T23N - R5E, W.M. Assessor’s Tax Parcel Number: 182305-9090 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Twenty X, LLC, a Washington limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9090 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9090 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Twenty X, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9090 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9090 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9090 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059074 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: SLE Enterprises, LLC, a Washington limited liability company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn SE 1/4 NW1/4 Gov Lot 4 Section 18-23-5 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059074 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), SLE Enterprises, LLC, a Washington limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059074, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059074 2 DATED this day of , 2021. GRANTOR: SLE Enterprises, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9074 Grantor(s): SLE Enterprises LLC Grantee(s): City of Renton Legal Description: Ptn SE 1/4 NW1/4 Gov Lot 4 Section 18-23-5 Assessor’s Tax Parcel Number: 182305-9074 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between SLE Enterprises, LLC, a Washington limited liability company, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 126 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9074 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9074 Dated: , 20___ Grantor: SLE Enterprises, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9074 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9074 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9074 Page 1 of ( 6 ) Pages Grantor(s): SLE Enterprises LLC Grantee(s): City of Renton Legal Description: Ptn SE 1/4 NW1/4 Gov Lot 4 Section 18-23-5 Assessor’s Tax Parcel Number: 182305-9074 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), SLE Enterprises, LLC, a Washington limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9074 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9074 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: SLE Enterprises, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9074 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9074 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9074 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9082 Grantor(s): Autozone Development Corporation Grantee(s): City of Renton Legal Description: Ptn of Lot Ptn of Lot C, CITY OF RENTON, LLA NO. LUA-10-022-LLA, LND-30- 0355, REC NO. 20100907900001, BEING PTN. GOVT LT 4, SEC 18-23-5E, W.M. Assessor’s Tax Parcel Number: 182305-9082 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Autozone Development Corporation, a Nevada Corporation, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 3,306 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9082 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9082 Dated: , 20___ Grantor: Autozone Development Corporation By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9082 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9082 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9082 Page 1 of ( 6 ) Pages Grantor(s): Autozone Development Corporation Grantee(s): City of Renton Legal Description: Ptn of Lot C, CITY OF RENTON, LLA NO. LUA-10-022-LLA, LND-30-0355, REC NO. 20100907900001, BEING PTN. GOVT LT 4, SEC 18-23-5E, W.M. Assessor’s Tax Parcel Number: 182305-9082 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Autozone Development Corporation, a Nevada Corporation, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9082 Page 2 of ( 6 ) Pages or liability therefore. THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9082 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Autozone Development Company By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9082 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9082 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9082 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 182305-9011 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: KRW Investment Holdings, LLC, a Washington Limited Liability Company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Lot Ptn of Lot A, City of Renton LLA LUA-10- 022-LAA, LND-30-0355, Rec No. 2010090790001 Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059011 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), KRW Investment Holdings, LLC, a Washington Limited Liability Company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059011, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 182305-9011 2 DATED this day of , 2021. GRANTOR: KRW Investment Holdings, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182305-9011 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL ''A" LYING EASTERLY AND NORTHEASTERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF SAID PARCEL ''A" AND A LINE THAT IS 47. 00 FEET WESTERLY OF AND PARALLEL WITH THE CENTERLINE OF RAINIER AVENUE SOUTH; THENCE NORTHERLY ALONG SAID PARALLEL LINE ON A CURVE TO THE LEFT, WHOSE CENTER BEARS NORTH 89 ° 30' 33" WEST, 5683.00 FEET, AN ARC DISTANCE OF 190.06 FEET; THENCE NORTH 52 ° 54' 42" WEST, 23. 14 FEET TO THE SOUTHERLY MARGIN OF SOUTHWEST VICTORIA STREET AND TERMINUS OF SAID LINE DESCRIPTION. CONTAINING 1,010 SQUARE FEET, MORE OR LESS. PARCEL ''A": (PER TICOR TITLE COMPANY ORDER NO. 70047222, DA TED APRIL 25, 2016) LOT A, CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-10-022-LLA, RECORDED UNDER RECORDING NUMBER 20100907900001, SAID LOT LINE ADJUSTMENT BEING A RECONFIGURA T/ON OF PORTIONS OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, AND OF GOVERNMENT LOT 4, IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON. 25 ROW.DOCX Page 1 of 1 :ICPG- T/\co1v1A· SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9011 Grantor(s): KRW Investment Holdings, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot Ptn of Lot A, City of Renton LLA LUA-10-022-LAA, LND-30-0355, Rec No. 2010090790001 Assessor’s Tax Parcel Number: 182305-9011 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between KRW Investment Holdings, LLC, a Washington Limited Liability Company (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 3,851 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9011 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9011 Dated: , 20___ Grantor: KRW Investment Holdings, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9011 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9011 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9011 Page 1 of ( 7 ) Pages Grantor(s): KRW Investment Holdings, LLC Grantee(s): City of Renton Legal Description: Ptn of Lot A, City of Renton LLA LUA-10-022-LAA, LND-30-0355, Rec No. 2010090790001 Assessor’s Tax Parcel Number: 182305-9011 Reference Number of Related Documents: N/A UTILITY/WALL EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), KRW Investment Holdings, LLC, a Washington Limited Liability Company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility/wall easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility/Wall Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility/Wall Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), and for the purpose of constructing a retaining wall, and appurtenant work in any part of the easement, including the right to repair, AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 2 of ( 7 ) Pages replace and maintain the retaining wall, and for any reconstruction of such facilities within the area of the easement together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities, construction of the retaining wall and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility/Wall Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility/Wall Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility/Wall Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility/Wall Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. It is understood by the Grantor that the retaining wall constructed hereunder shall, in every respect be a public retaining wall and all the property abutting thereon shall have a right to connect therewith under the same conditions as if the retaining wall were a public street. The Grantee, or any abutting property owners upon permit from the Grantee, shall have the right at all times to enter upon the Easement Area and the retaining wall as if it were in a public street; and the Grantee, or any abutting property owners upon permit from the Grantee, shall have the right at all times to enter upon the Easement Area for the purpose of making any necessary repairs to or renewals or replacemnts of the retaining wall. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area so long as the same are to constructed as not to impair the strength or stability of, or interfere with the use and maintenance of, said retaining wall. 4. This Utility/Wall Easement and the rights, obligations and covenants stated in this Utility/Wall Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility/Wall Easement shall be recorded with the King County Recorder’s Office. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 3 of ( 7 ) Pages 5. It is understood and agreed that delivery of this Utility/Wall Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. Dated: , 20___. Grantor: KRW Investment Holdings, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 4 of ( 7 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 5 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 6 of ( 7 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/WALL EASEMENT Parcel No. 182305-9011 Page 7 of ( 7 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059163 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Yubing Liang-Mayton, As her separate estate Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Gov Lot 4, SEC 18-23-5E, W.M. Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 1823059163 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Yubing Liang-Mayton, as her separate estate, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059163, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059163 2 DATED this day of , 2021. GRANTOR: Yubing Liang-Mayton By: ______________________________ (Individual) STATE OF WASHINGTON } } SS. COUNTY OF KING } I hereby certify that I know or have satisfactory evidence that ____________________, is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it to be his/her free and voluntary, act for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182305-9163 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL "A" DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL ''A", SAID CORNER ALSO BEING THE INTERSECTION OF THE NORTHERLY MARGIN OF SOUTHWEST VICTORIA STREET AND THE WESTERLY MARGIN OF HA YES PLACE SOUTHWEST; THENCE NORTH 87° 22' 07" WEST ALONG SAID NORTHERLY MARGIN OF SOUTHWEST VICTORIA STREET, 10.51 FEET; THENCE EASTERLY, NORTHEASTERLY, AND NORTHERLY ON A CURVE TO THE LEFT WHOSE CENTER BEARS NORTH 02° 37' 53" EAST, 8.00 FEET, AN ARC DISTANCE OF 14.90 FEET TO SAID WESTERLY MARGIN OF HA YES PLACE SOUTHWEST; THENCE SOUTHERLY ALONG SAID WESTERLY MARGIN OF HA YES PLACE SOUTHWEST ON A CURVE TO THE RIGHT WHOSE CENTER BEARS SOUTH 75 ° 53' 21" WEST, 236.94 FEET, AN ARC DISTANCE OF 10.69 FEET TO THE POINT OF BEGINNING. CONTAINING 26 SQUARE FEET, MORE OR LESS. PARCEL "A": (PER TICOR TITLE COMPANY ORDER NO. 70047231, DATED APRIL 28, 2016) PORTIONS OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND GOVERNMENT LOT 4 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF THE NORTHERLY LINE OF VACATED RENTON AVENUE, FORMERLY KNOWN AS GOODWIN ROAD, VACATED BY THE BOARD OF KING COUNTY COMMISSIONERS JANUARY 14, 1946, AS DESCRIBED IN COMMISSIONERS RECORDS VOLUME 44, PAGE 22, WITH THE SOUTHWESTERLY LINE OF 91 ST PLACE SOUTH, FORMERLY KNOWN AS D C MITCHELL EXTENSION ROAD; THENCE SOUTH 41 °28'50" EAST ALONG THE SOUTHWESTERLY LINE OF SAID 91 ST PLACE EXTENSION, SOUTH 71.94 FEET; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE, FOLLOWING CURVE TO THE RIGHT HAVING A RADIUS OF 236.94 FEET, A DISTANCE OF 10. 79 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHWESTERLY LINE ALONG SAID CURVE TO RIGHT A DISTANCE OF 104.10 FEET TO THE NORTH LINE OF SOUTH 133RD PLACE; THENCE ALONG SAID NORTH LINE SOUTH 89 °47'45" WEST 114.24 FEET,· THENCE NORTH 4 °26' 15'' WEST 56.03 FEE'r to A POINT PROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 62°59'45" EAST A DISTANCE OF 81.77 FEET; THENCE NORTH 62°59'45" EAST 81. 77 FEET TO THE TRUE POINT OF BEGINNING. 26 ROWDOCX Page 1 of1 :K.PG- TAcoMA· SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 182305-9163 Grantor(s): Yubing Liang-Mayton Grantee(s): City of Renton Legal Description: Ptn of Gov Lot 4, SEC 18-23-5E, W.M. Assessor’s Tax Parcel Number: 182305-9163 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Yubing Liang-Mayton, as her separate estate (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 120 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 182305-9163 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 182305-9163 Dated: , 20___ Grantor: Yubing Liang-Mayton By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 182305-9163 INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me Yubing Liang-Mayton, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 182305-9163 AGENDA ITEM #6. h) Parcel No. 420440026 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Kranz Rainier Avenue Properties, LLC, a Washington Limited Liability Company Organized by Grantors Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of Block 53, N.H. Latimer's Lake Washington Plat Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 4204400261 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Kranz Rainier Avenue Properties, LLC, a Washington Limited Liability Company Organized by Grantors, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 4204400261, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 420440026 2 DATED this day of , 2021. GRANTOR: Kranz Rainier Avenue Properties LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 420440-0261 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL'�" DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID PARCEL '�", SAID CORNER ALSO BEING ON THE WESTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE NORTH 88° 47' 25" WEST ALONG THE NORTH LINE OF SAID PARCEL '�", 2.60 FEET TO A LINE THAT IS 45.00 FEET WESTERLY OF AND PARALLEL WITH THE CENTERLINE OF SAID RAINIER AVENUE SOUTH; THENCE SOUTHERLY ALONG SAID PARALLEL LINE ON A CURVE TO THE LEFT WHOSE CENTER BEARS NORTH 84 ° 03' 31" EAST, 5775.00 FEET, AN ARC DISTANCE OF 19.01 FEET TO SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE NORTH 01 ° 48' 37" EAST ALONG SAID WESTERLY MARGIN OF RAINIER AVENUE SOUTH, 18.86 FEET TO THE POINT OF BEGINNING. CONTAINING 25 SQUARE FEET, MORE OR LESS. PARCEL "A": (PER TICOR TITLE COMPANY ORDER NO. 70047247, DATED MAY 120, 2016) THAT PORTION OF THE NORTH 130 FEET OF BLOCK 53, N.H. LA TIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 70, IN KING COUNTY, WASHINGTON, AS MEASURED ALONG THE EAST LINE OF SAID BLOCK, LYING EASTERLY OF 91 ST PLACE SOUTH; TOGETHER WITH THE SOUTH HALF OF THAT PORTION OF VACATED SOUTH 130TH STREET ADJOINING SAID BLOCK 53 ON THE NORTH, LYING BETWEEN THE EASTERLY LINE OF 91ST PLACE SOUTH AND THE EAST LINE OF SAID BLOCK 53 PRODUCED NORTHERLY; EXCEPT THAT PORTION, IF ANY, OF SAID VACATED STREET WITHIN PRIMARY STATE HIGHWAY NO. 5. S"-)Cf-20 35 ROWDOCX Page 1 of1 ::KPG- TAcoMA• SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 6 ) Pages Parcel Nos. 420440-0261 & 420440-0262 Grantor(s): Kranz Rainier Avenue Properties, LLC Grantee(s): City of Renton Legal Description: Ptn of Block 53, N.H. Latimer's Lake Washington Plat Assessor’s Tax Parcel Numbers: 420440-0261 and 420440-0262 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Kranz Rainier Avenue Properties, LLC, a Washington Limited Liability Company Organized by Grantors, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 2,849 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 6 ) Pages Parcel Nos. 420440-0261& 420440-0262 by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 6 ) Pages Parcel Nos. 420440-0261& 420440-0262 Dated: , 20___ Grantor: Kranz Rainier Avenue Properties LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 6 ) Pages Parcel Nos. 420440-0261& 420440-0262 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 6 ) Pages Parcel Nos. 420440-0261& 420440-0262 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 6 ) Pages Parcel Nos. 420440-0261& 420440-0262 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 420440-0261 Page 1 of ( 6 ) Pages Grantor(s): Kranz Rainier Avenue Properties, LLC Grantee(s): City of Renton Legal Description: Ptn of Block 53, N.H. Latimer's Lake Washington Plat Assessor’s Tax Parcel Number: 420440-0261 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Kranz Rainier Avenue Properties, LLC, a Washington Limited Liability Company Organized by Grantors, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0261 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0261 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Kranz Rainier Avenue Properties LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0261 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0261 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0261 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) Parcel No. 4204400225 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Precision Motors, LLC, a Washington Limited Liability Company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn BLOCK 48 NH LATIMERS LAKE WASHINGTON PLAT Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 4204400225 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Precision Motors, LLC, a Washington Limited Liability Company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 4204400225, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 4204400225 2 DATED this day of , 2021. GRANTOR: Precision Motors, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 420440-0225 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL ''A" LYING EASTERLY OF A LINE THAT JS 45.00 FEET WESTERLY OF AND PARALLEL WITH THE CENTERLINE OF RAINIER AVENUE SOUTH. CONTAINING 802 SQUARE FEET, MORE OR LESS. PARCEL ''A": (PER T/COR TITLE COMPANY ORDER NO. 70047245, DATED MAY 10, 2016) THAT PORTION OF BLOCK 48, N.H. LA TIMER'S LAKE WASHINGTON PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 70, IN KING COUNTY, WASHINGTON, AND OF VACATED SOUTH 130TH STREET, FORMERLY JUDSON STREET, ADJOINING DESCRIBED AS FOLLOWS: BEGINNING AT INTERSECTION OF CENTER LINE OF SOUTH 130TH STREET WITH WESTERLY LINE OF PRESENT PRIMARY STATE HIGHWAY NO. 5; THENCE NORTHERLY ALONG SAID WESTERLY LINE TO ITS INTERSECT/ON WITH THE EASTERLY LINE OF 91ST PLACE SOUTH, FORMERLY RAINIER BOULEVARD; THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO SAID CENTER LINE OF SOUTH 130TH STREET; THENCE EAST ALONG SAID CENTER LINE TO BEGINNING. 4 -Z°l-2-0 36ROW.DOCX Page 1 of 1 :K'.PG- TAcoMA· SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 420440-0225 Grantor(s): Precision Motors, LLC Grantee(s): City of Renton Legal Description: Ptn BLOCK 48 NH LATIMERS LAKE WASHINGTON PLAT Assessor’s Tax Parcel Number: 420440-0225 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Precision Motors, LLC, a Washington Limited Liability Company (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 856 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 5 ) Pages Parcel No. 420440-0225 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 420440-0225 Dated: , 20___ Grantor: Precision Motors, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 420440-0225 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 420440-0225 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 420440-0225 Page 1 of ( 6 ) Pages Grantor(s): Precision Motors, LLC Grantee(s): City of Renton Legal Description: Ptn BLOCK 48 NH LATIMERS LAKE WASHINGTON PLAT Assessor’s Tax Parcel Number: 420440-0225 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Precision Motors, LLC, a Washington Limited Liability Company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit “A”, (the “Utility Easement”) and depicted in Exhibit “B”, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0225 Page 2 of ( 6 ) Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1. Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2. Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3. The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4. This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5. It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0225 Page 3 of ( 6 ) Pages Dated: , 20___. Grantor: Precision Motors, LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0225 Page 4 of ( 6 ) Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0225 Page 5 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 420440-0225 Page 6 of ( 6 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 5 ) Pages Parcel No. 420440-0210 Grantor(s): Florinel & Antonela Polotanu Grantee(s): City of Renton Legal Description: Ptn of Blk 48, N.H. Latimer’s Lake Washington Plat, Vol. 6, P. 70, King County also Known as Lot 2, LLA No. LLA-018-80, Rec. 8012160467 Assessor’s Tax Parcel Number: 420440-0210 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Florinel Polotanu, who also appears of record as Florin Polotanu and Florinel F. Polotanu and Antonela Polotanu, husband and wife (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, does hereby grant to the City, a 456 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “A”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. Page 2 of ( 5 ) Pages Parcel No. 420440-0210 TEMPORARY CONSTRUCTION EASEMENT by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a)The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b)The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 5 ) Pages Parcel No. 420440-0210 Dated: , 20___ Grantor: Florinel Polotanu By Its Accepted and Approved City of Renton By Its Date INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me ______________________________________, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 5 ) Pages Parcel No. 420440-0210 Grantor: Antonela Polotanu By Its Accepted and Approved City of Renton By Its Date INDIVIDUAL ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ On this day personally appeared before me ______________________________________, to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 5 ) Pages Parcel No. 420440-0210 AGENDA ITEM #6. h) Parcel Nos. 182305-9071; 000720-0199; 000720-0004 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Safeway Inc., a Delaware corporation ACI Real Estate SPE 138, LLC, a Delaware limited liability company Grantee: City of Renton, a municipal corporation of the State of Washington Abbreviated Legal Description: Ptn of HH Tobin Donation Claim No. 37, Ptn Tr. 14 Renton Shorlands. S18 T23N R5E W.M.; Ptn of Lot 2, City of Renton Lot Line Adjustment No. LLA-010-82 under Rec. No. 8211239011; Ptn of the E ½ of S18, T23N R5E W.M. Additional Legal(s) Exhibit A Assessor’s Tax Parcel ID#: 182305-9071; 000720-0199; 000720-0004 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), Safeway Inc., a Delaware corporation, and ACI Real Estate SPE 138, LLC, a Delaware limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. AGENDA ITEM #6. h) Parcel Nos. 182305-9071; 000720-0199; 000720-0004 2 Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel Nos. 182305-9071; 000720-0199; 000720-0004, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. DATED this day of , 2021. GRANTOR: Safeway Inc. By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: AGENDA ITEM #6. h) Parcel Nos. 182305-9071; 000720-0199; 000720-0004 3 GRANTOR: ACI Real Estate SPE 138, LLC By: ______________________________ (Corporation) STATE OF WASHINGTON } } SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By: Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182305-9071 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL "A", DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 1 PER CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-010-82 RECORDED UNDER KING COUNTY RECORDING NUMBER 8211239011, SAID CORNER ALSO BEING THE NORTHWEST CORNER OF LOT 2 OF SAID LOT LINE ADJUSTMENT THAT ABUTS THE EASTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE SOUTH 88 ° 17' 19" EAST ALONG THE NORTH LINE OF SAID LOT 2, 19.33 FEET; THENCE SOUTHERLY ON A CURVE TO THE LEFT WHOSE CENTER BEARS NORTH 89 ° 52' 51" EAST, 676.50 FEET, AN ARC DISTANCE OF 20.02 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE NORTH 88 ° 17' 19" WEST ALONG SAID SOUTH LINE, 19.59 FEET TO SAID EASTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE ALONG SAID EASTERLY MARGIN NORTHERLY ON A CURVE TO THE RIGHT WHOSE CENTER BEARS NORTH 89 ° 01' 27" EAST, 771.17 FEET, AN ARC DISTANCE OF 20.01 FEET TO THE POINT OF BEGINNING. CONTAINING 389 SQUARE FEET, MORE OR LESS. PARCEL "A": (PER RAINIER TITLE COMPANY ORDER NO. 798553, DATED AUGUST 24, 2021) LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-010-82, OF LOT LINE ADJUSTMENT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8211239011, BEING A PORTION OF GOVERNMENT LOT 10 AND TRACTS 10 AND 11 OF RENTON SHORELANDS 2ND SUPPLEMENTAL, ALL IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN; TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH ADJOINING, PURSUANT TO CITY OF RENTON ORDINANCE NO. 4640 RECORDED UNDER RECORDING NO. 9611150135; 10-Iz.-zI 2ROWDOCX Page 1 of1 :ICPG- TAcoMA· SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 Grantor(s): Safeway Inc. ACI Real Estate SPE 138, LLC Grantee(s): City of Renton Abbreviated Legal Description: Ptn of HH Tobin Donation Claim No. 37, Ptn Tr. 14 Renton Shorlands. S18 T23N R5E W.M.; Ptn of Lot 2, City of Renton Lot Line Adjustment No. LLA-010-82 under Rec. No. 8211239011; Ptn of the E ½ of S18, T23N R5E W.M. Full Legal Description on pages: 6 – 11 Assessor’s Tax Parcel Numbers: 182305-9071; 000720-0199; 000720-0004 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Safeway Inc., a Delaware corporation and ACI Real Estate SPE 138, LLC, a Delaware limited liability company, (collectively “Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, as owner of that certain real property described on Exhibits A-1, A-2, and A-3, does hereby grant to the City, a 340 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property and depicted on Exhibit B-1 for 182305-9071; a 1,741 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit B-2 for 000720-0199; and a 772 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit B-3 for 000720-0004, which are attached hereto and incorporated by this reference, for the purpose of completing roadway AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. Dated: , 20___ Grantor: Safeway Inc. By Its Grantor: ACI Real Estate SPE 138, LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 EXHIBIT A-1 FULL LEGAL DESCRIPTION OF PARCEL NO. 182305-9071 (PER RAINIER TITLE COMPANY ORDER NO. 798553, DATED AUGUST 24, 2021) LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-010-82, OF LOT LINE ADJUSTMENT SURVEY RECORDED UNDER KING COUNTY RECORDING NO. 8211239011, BEING A PORTION OF GOVERNMENT LOT 10 AND TRACTS 10 AND 11 OF RENTON SHORELANDS 2ND SUPPLEMENTAL, ALL IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN; TOGETHER WITH THAT PORTION OF VACATED LAKE AVENUE SOUTH ADJOINING, PURSUANT TO CITY OF RENTON ORDINANCE NO. 4640 RECORDED UNDER RECORDING NO. 9611150135; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 7 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 8 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 EXHIBIT A-2 FULL LEGAL DESCRIPTION OF PARCEL NO. 000720-0199 (PER RAINIER TITLE COMPANY ORDER NO. 798553, DATED AUGUST 24, 2021) THAT PORTION OF THE H.H. TOBIN DONATION CLAIM NO. 37, AND THAT PORTION OF GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF TRACTS 12, 13 AND 14 OF RENTON SHORELANDS, SECOND SUPPLEMENTAL MAPS, ADJACENT TO SAID GOVERNMENT LOTS 9 AND 10, AND THAT PORTION OF VACATED LAKE AVENUE, PER CITY OF RENTON ORDINANCE NO. 4714, RECORDED UNDER KING COUNTY RECORDING NO. 9804220125, ALL SITUATED IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE WEST MARGIN OF SHATTUCK AVE (FORMERLY SHATTUCK STREET) AND THE NORTH MARGIN OF SOUTH 3RD STREET (FORMERLY 3RD AVE); THENCE NORTH 88°40'50" WEST ALONG SAID NORTH MARGIN, A DISTANCE OF 577.61 FEET, TO THE TRUE POINT OF BEGINNING; THENCE NORTH 01°19'10" EAST, A DISTANCE OF 140.00 FEET; THENCE NORTH 88°40'50" WEST, A DISTANCE OF 8.98 FEET TO A POINT ON THE SOUTHEASTERLY MARGIN OF LAKE STREET, ACCORDING TO SAID RENTON SHORELANDS MAPS, SAID POINT BEING ON A CURVE, THE CENTER OF WHICH BEARS NORTH 57°59'28" WEST; THENCE NORTH 57°59'28" WEST 30.00 FEET TO A POINT ON THE CENTERLINE OF SAID LAKE STREET, SAID POINT BEING ON A CURVE, THE CENTER OF WHICH BEARS NORTH 57°59'28" WEST HAVING A RADIUS OF 224.69 FEET; THENCE ALONG SAID CENTERLINE CURVE NORTHERLY AND EASTERLY AN ARC DISTANCE OF 24.56 FEET THROUGH A CENTRAL ANGLE OF 06°15'45"; THENCE RADIALLY NORTH 64°15'13" WEST 30.00 FEET TO A POINT ON THE NORTHERLY MARGIN OF SAID LAKE AVENUE; THENCE NORTH 88°19'25" WEST 61.83 FEET; THENCE SOUTH 00°07'37" WEST 189.91 FEET TO A POINT ON THE NORTH MARGIN OF SAID SOUTH 3RD STREET; THENCE SOUTH 88°40'50" EAST 108.61 FEET ALONG SAID NORTH MARGIN TO THE TRUE POINT OF BEGINNING; (NOW KNOWN AS LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-089- LLA, RECORDED UNDER RECORDING NO. 20000111900006). SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 9 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 10 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 EXHIBIT A-3 FULL LEGAL DESCRIPTION OF PARCEL NO. 000720-0004 (PER RAINIER TITLE COMPANY ORDER NO. 798553, DATED AUGUST 24, 2021) LOT C, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-03-090-LLA, RECORDED UNDER RECORDING NO. 20031117900011, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 11 of ( 11 ) Pages Parcel No. 182305-9071; 000720-0199; 000720-0004 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 1 of ( 10 ) Pages Grantor(s): Safeway Inc. ACI Real Estate SPE 138, LLC Grantee(s): City of Renton Abbrev. Legal Description: Ptn of HH Tobin Donation Claim No. 37, Ptn Tr. 14 Renton Shorlands. S18 T23N R5E W.M.; Ptn of Lot 2, City of Renton Lot Line Adjustment No. LLA-010-82 under Rec. No. 8211239011; Ptn of the E ½ of S18, T23N R5E W.M. Full Legal Description on pages 5-10 Assessor’s Tax Parcel Number: 182305-9071; 000720-0199; 000720-0004 Reference Number of Related Documents: N/A UTILITY/SLOPE EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), Safeway Inc., a Delaware corporation, and ACI Real Estate SPE 138, LLC, a Delaware limited liability company for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility/slope easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit A, (the “Utility/Slope Easement”) and depicted in Exhibit B, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility/Slope Easement to inspect, construct, reconstruct, grade and slope, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade and slope, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 2 of ( 10 ) Pages owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1.Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2.Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility/Slope Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility/Slope Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility/Slope Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility/Slope Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3.The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4.This Utility/Slope Easement and the rights, obligations and covenants stated in this Utility/Slope Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility/Slope Easement shall be recorded with the King County Recorder’s Office. 5.It is understood and agreed that delivery of this Utility/Slope Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 3 of ( 10 ) Pages Dated: , 20___. Grantor: Safeway Inc. By _____________________________________ Its CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 4 of ( 10 ) Pages Grantor: ACI Real Estate SPE 138, LLC By _____________________________________ Its CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 5 of ( 10 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 6 of ( 10 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 7 of ( 10 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 8 of ( 10 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 9 of ( 10 ) Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY/SLOPE EASEMENT Parcel No. 182305-9071; 000720-0199; 000720-0004 Page 10 of ( 10 ) Pages AGENDA ITEM #6. h) Parcel No. 1823059087 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Grantee: Abbreviated Legal Description: Additional Legal(s) Assessor’s Tax Parcel ID#: The Carney Investment Group LLC, a limited liability company City of Renton, a municipal corporation of the State of Washington Ptn of NE¼ SE¼ Section 18-23N-5E Exhibit A 1823059087 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), The Carney Investment Group LLC, a limited liability company, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 1823059087, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 1823059087 2 DATED this day of , 2021. GRANTOR: The Carney Investment Group LLC By: ______________________________ Its: ______________________________ (Corporation) STATE OF WASHINGTON } }SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By:Date: AGENDA ITEM #6. h) EXHIBIT PARCEL NO. 182350-9087 RIGHT OF WAY ACQUISITION THAT PORTION OF THE HEREINAFTER DESCRIBED PARCEL "A", DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL "A", SAID CORNER ALSO BEING ON THE EASTERLY MARGIN OF RAINIER AVENUE SOUTH; THENCE SOUTH 88 ° 17' 19" EAST ALONG THE NORTH LINE OF SAID PARCEL 'W', 19.01 FEET; THENCE SOUTH 03 ° 57' 35" WEST, 14.32 FEET,· THENCE SOUTH 12 ° 50' 53" WEST, 32.36 FEET,· THENCE SOUTH 03 ° 57' 35" WEST, 32.51 FEET,· THENCE SOUTHERLY ON A CURVE TO THE LEFT WHOSE CENTER BEARS SOUTH 86 ° 02' 27" EAST, 757.17 FEET, AN ARC DISTANCE OF 29.85 FEET; THENCE SOUTH 17 ° 15' 35" EAST, 16.92 FEET TO THE SOUTH LINE OF SAID PARCEL "A"; THENCE NORTH 88 ° 17' 19" WEST ALONG SAID SOUTH LINE, 19.33 FEET TO SAID EASTERLY MARGIN OF RAINIER A VENUE SOUTH; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN OF RAINIER AVENUE SOUTH ON A CURVE TO THE RIGHT WHOSE CENTER BEARS SOUTH 89 ° 29' 20" EAST, 771.17 FEET, AN ARC DISTANCE OF 46.41 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN OF RAINIER A VENUE SOUTH NORTH 03 ° 57' 35" EAST, 78.05 FEET TO THE POINT OF BEGINNING. CONTAINING 1,936 SQUARE FEET, MORE OR LESS. PARCEL "A": (PER RAINIER TITLE COMPANY ORDER NO. 794671, DATED MAY 26,2021) THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 5, 129.5 FEET SOUTH OF THE SOUTHERLY LINE OF CEDAR RIVER PIPE LINE, SAID POINT BEING 2721.62 FEET EAST AND 16.8 FEET NORTH OF THE WESTERLY QUARTER CORNER OF SAID SECTION; THENCE SOUTH 88 °17'25" EAST 225.16 FEET,· THENCE SOUTH 03 °57'35" WEST 124.49 FEET; THENCE NORTH 88 °17'25" WEST 223. 76 FEET TO THE EASTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHEASTERLY ALONG SAID MARGIN TO THE POINT OF BEGINNING; (ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. 10-82, RECORDED UNDER RECORDING NUMBER 8211239011). 3ROWDOCX Page 1 of1 :K.PG- rAcoMA· SEATTLE A AGENDA ITEM #6. h) B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 6 ) Pages Parcel No. 182305-9087 Grantor(s): The Carney Investment Group LLC Grantee(s): City of Renton Abbrev. Legal Description: Ptn of NE¼ SE¼ Section 18-23N-5E Full Legal Description on page 5 Assessor’s Tax Parcel Number: 182305-9087 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between The Carney Investment Group LLC, a limited liability company (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, as owner of that certain real property described on Exhibit A, does hereby grant to the City, a 1,623 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit B, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 6 ) Pages Parcel No. 182305-9087 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 6 ) Pages Parcel No. 182305-9087 Dated: , 20___ Grantor: The Carney Investment Group LLC By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 6 ) Pages Parcel No. 182305-9087 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 6 ) Pages Parcel No. 182305-9087 EXHIBIT A FULL LEGAL DESCRIPTION OF PARCEL NO. 182305-9087 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 5, 129.5 FEET SOUTH OF THE SOUTHERLY LINE OF CEDAR RIVER PIPE LINE, SAID POINT BEING 2721.62 FEET EAST AND 16.8 FEET NORTH OF THE WESTERLY QUARTER CORNER OF SAID SECTION; THENCE SOUTH 88°17'25" EAST 225.16 FEET; THENCE SOUTH 03°57'35" WEST 124.49 FEET; THENCE NORTH 88°17'25" WEST 223.76 FEET TO THE EASTERLY MARGIN OF STATE HIGHWAY NO. 5; THENCE NORTHEASTERLY ALONG SAID MARGIN TO THE POINT OF BEGINNING; (ALSO KNOWN AS LOT 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. 10-82, RECORDED UNDER RECORDING NUMBER 8211239011); SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 6 ) Pages Parcel No. 182305-9087 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Parcel No. 182305-9087 Page 1 of 7 Pages Grantor(s): The Carney Investment Group LLC Grantee(s): City of Renton Abbrev. Legal Description: Ptn of NE¼ SE¼ Section 18-23N-5E Full Legal Description on pages 5 - 6 Assessor’s Tax Parcel Number: 182305-9087 Reference Number of Related Documents: N/A UTILITY EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project The Grantor(s), The Carney Investment Group LLC, a limited liability company, for and in consideration of $10.00 and other valuable consideration, receipt of which is hereby acknowledged, does hereby grant(s) and convey(s) unto the City of Renton, a municipal corporation, and its successors and assigns (the Grantee), a utility easement, for the purposes described below, over, in, on, along, across, through, below and upon, the property legally described in Exhibit A, (the “Utility Easement”) and depicted in Exhibit B, which are attached hereto and incorporated by this reference. The Grantee and its agents, designees and/or assigns, shall have the right at such times as deemed necessary by Grantee, to enter upon, over, under and across the Utility Easement to inspect, construct, reconstruct, grade, operate, use, maintain, repair, replace and enlarge the utilities contained within the easement area for all public purposes, including but not limited to, grade, street lights, utilities (including without limitation water, sewer, storm water, electric, gas, telecommunications, cable and fiber optics, either owned or operated by Grantee or those utilities which provide service to Grantee or its citizens and are operated by permission of Grantee through franchise or permit), together with the right of ingress and egress thereto without prior institution of any suit or proceedings and without incurring any legal obligation or liability therefore. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 2 of 7 Pages THIS EASEMENT is executed and delivered and said easement is granted upon the following conditions to wit: 1.Grantee, its agents and employees, assigns and successors shall, as soon as practicable, after installation of the utilities and all subsequent alterations and repairs thereto, restore all property to the Grantor to a neat and presentable condition. 2.Grantor shall not interfere in any manner with the easement rights granted to Grantee and the public in this Utility Easement. Without limitation, Grantor shall not (1) erect or maintain any buildings, structures, or improvements within the Utility Easement; (2) disturb the lateral or subjacent support of the utilities and other improvements and uses of the Utility Easement by Grantee, or undertake any form of construction or other activity that may disturb or damage the utilities, or other improvements or uses of the Utility Easement by Grantee; or (3) plant trees, shrubs, or other vegetation having deep root patterns that may cause damage to or interfere with the use of the utilities. 3.The rights granted herein shall not be construed to interfere with or restrict the Grantor, its heirs, executors, administrators, successors and assigns from the use of the Property outside of the Easement Area for the construction and maintenance of property improvements outside of the Easement Area. 4.This Utility Easement and the rights, obligations and covenants stated in this Utility Easement shall run with the land and shall be binding upon and shall inure to the benefit of the Grantor and Grantee. This Utility Easement shall be recorded with the King County Recorder’s Office. 5.It is understood and agreed that delivery of this Utility Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon City of Renton unless and until approved hereon in writing by City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 3 of 7 Pages Dated: , 20___. Grantor: The Carney Investment Group LLC By _____________________________________ Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 4 of 7 Pages CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 5 of 7 Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 6 of 7 Pages AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. UTILITY EASEMENT Parcel No. 182305-9087 Page 7 of 7 Pages AGENDA ITEM #6. h) Parcel No. 182305-9234 1 After Recording, Return to: City of Renton City Clerk’s Office 1055 S. Grady Way Renton, WA 98057 STATUTORY WARRANTY DEED Grantors: Grantee: Abbreviated Legal Description: Additional Legal(s) Assessor’s Tax Parcel ID#: McDonald’s Corporation, a Delaware corporation City of Renton, a municipal corporation of the State of Washington Ptn of SEC 18, T23N, R5E, W.M. Exhibit A 182305-9234 Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project THE GRANTOR(S), McDonald’s Corporation, a Delaware corporation, for and in consideration of sum of Ten Dollars ($10.00) and other good and valuable consideration, receipt of which is hereby acknowledged, hereby convey(s) and warrant(s) to the City of Renton, a Washington municipal corporation of the State of Washington, its successors and assigns, for the use of the public, the real property described in attached Exhibit A and depicted in attached Exhibit B, situated in the City of Renton, in King County, Washington. Also, the Grantor requests the Assessor and Treasurer of said County to set over to the remainder of Tax Parcel No. 182305-9234, the lien of all unpaid taxes, if any, affecting the real estate herein conveyed, as provided by RCW 84.60.070. AGENDA ITEM #6. h) Parcel No. 182305-9234 2 DATED this day of , 2021. GRANTOR: McDonald’s Corporation By: ______________________________ Its: ______________________________ (Corporation) STATE OF WASHINGTON } }SS. COUNTY OF KING } I certify that I know or have satisfactory evidence that ______________________ is the person who appeared before me, and said person acknowledged that she/he signed this instrument, on oath stated that she/he is authorized to execute the instrument and acknowledged it as the _______________________ of __________________________, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated: Signature: Notary Public in and for the State of Washington Notary (print name): Residing at: ACCEPTED BY: CITY OF RENTON a Municipal Corporation of the State of Washington By:Date: AGENDA ITEM #6. h) A AGENDA ITEM #6. h) 30 B AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 6 ) Pages Parcel No. 182305-9234 Grantor(s): McDonald’s Corporation Grantee(s): City of Renton Abbrev. Legal Description: Ptn of SEC 18, T23N, R5E, W.M. Full Legal Description on page 5 Assessor’s Tax Parcel Number: 182305-9234 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between McDonald’s Corporation, a Delaware corporation (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, as owner of that certain real property described on Exhibit A, does hereby grant to the City, a 487 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit B, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 6 ) Pages Parcel No. 182305-9234 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a) The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b) The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 6 ) Pages Parcel No. 182305-9234 Dated: , 20___ Grantor: McDonald’s Corporation By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 6 ) Pages Parcel No. 182305-9234 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 6 ) Pages Parcel No. 182305-9234 EXHIBIT A FULL LEGAL DESCRIPTION OF PARCEL NO. 182305-9234 (PER RAINIER TITLE COMPANY ORDER NUMBER 794657, DATED MAY 26, 2021) THAT PORTION OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, WITHIN THE BED AND SHORES OF BLACK RIVER, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON A LINE DRAWN PARALLEL WITH AND 50 FEET SOUTHEASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTER LINE OF SAID ACCESS ROAD, RENTON AVENUE EXTENSION, A DISTANCE OF 150 FEET, MEASURED ALONG SAID PARALLEL LINE, FROM ITS INTERSECTION WITH A LINE DRAWN PARALLEL WITH AND 75 FEET WESTERLY, WHEN MEASURED AT RIGHT ANGLES FROM THE CENTER LINE OF PRIMARY STATE HIGHWAY NO. 5, SEATTLE TO RENTON; THENCE NORTHEASTERLY 150 FEET, ALONG SAID 50 FOOT PARALLEL LINE TO SAID 75 FOOT PARALLEL LINE; THENCE SOUTHERLY ALONG SAID 75 FOOT PARALLEL LINE 150 FEET; THENCE WESTERLY AT RIGHT ANGLES TO SAID 75 FOOT PARALLEL LINE 105 FEET, MORE OR LESS, TO A POINT FROM WHICH THE POINT OF BEGINNING BEARS NORTH 26°10'00" WEST; THENCE NORTH 26°10'00" WEST 86 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 6 ) Pages Parcel No. 182305-9234 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE After recording return document to: City of Renton City Clerk’s Office 1055 South Grady Way Renton, WA 98057 Page 1 of ( 6 ) Pages Parcel No. 182305-9227 Grantor(s): Corner Investment Co. Grantee(s): City of Renton Legal Description: Ptn of SEC18, T23N, R5E, W.M. (Full Description on Page 5) Assessor’s Tax Parcel Number: 182305-9227 Reference Number of Related Documents: N/A TEMPORARY CONSTRUCTION EASEMENT Rainier Ave S Corridor Improvements Phase 4 (S 3rd St to NW 3rd Pl) Project This Temporary Construction Easement (the “Construction Easement”), is made and entered into this day of , 20___, by and between Corner Investment Co., a Washington corporation, (“Grantor”), and the City of Renton, a municipal corporation (“City” or “Grantee”), its successors and assigns. For Good and Valuable Consideration, receipt of which is hereby acknowledged, Grantor, as the owner of that certain real property legally described on Exhibit “A” – Entire Parcel, attached hereto and incorporated by this reference, does hereby grant to the City, a 375 square foot temporary easement area for minor clearing and grubbing and excavation and fill and construction purposes in, on, over, through and across the property depicted on Exhibit “B”, which is attached hereto and incorporated by this reference, for the purpose of completing roadway improvements; protecting existing public and private improvements in the immediate vicinity of the Project area; and repairing, restoring and/or reestablishing any improvements disturbed while undertaking the Project activities described above. The temporary rights granted in this Construction Easement shall be effective upon execution by the parties. Grantee and/or its contractors shall provide forty-eight (48) hours notice to the Grantor of its intent to commence construction. The temporary rights granted to the Grantee shall automatically terminate and be null and void (i) thirty six (36) months after the execution of this easement or (ii) upon restoration of any existing improvements disturbed by the Grantee within the temporary easement area, whichever is later, but in no event later than December 31, 2024. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 2 of ( 6 ) Pages Parcel No. 182305-9227 The Grantee agrees to hold harmless, indemnify and defend the Grantor from and against any and all claims, losses or liability, for injuries, sickness or death of persons, including employees of the Grantee, or damage to property, arising out of the exercise of Grantee’s rights under this Construction Easement or any willful misconduct or negligent act, error, or omission of the Grantee, its officers, agents, contractors, subcontractors, licensees, or employees, in connection with the Grantee’s activities authorized by this Construction Easement, provided, however, that: (a)The Grantee’s obligations to indemnify, defend and hold harmless shall not extend to injuries, sickness, death or damage caused by or resulting from the sole willful misconduct or sole negligence of the Grantor; and (b)The Grantee’s obligations to indemnify, defend and hold harmless for injuries, sickness, death or damage caused by or resulting from the concurrent negligence or willful misconduct of the Grantee and the Grantor, or of the Grantee and a third party other than an officer, agent, contractor or employee of the Grantee, shall apply only to the extent of the negligence or willful misconduct of the Grantee (including an officer, agent, contractor or employee of the Grantee). Grantee shall, at its sole cost and upon completion of the work within the Easement Area, fully restore the surface and subsurface of the Easement Area and any public or private improvements disturbed by or destroyed during the execution of the work, as nearly as practicable, to the conditions as of the effective date of this easement. It is the intention of the parties that this document be strictly limited to and for the purposes expressed. This Construction Easement and covenants herein shall be recorded with the King County Recorder, shall run with the land described herein, and shall be binding upon the parties, their successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above-described property and has authority to convey such easement. It is understood and agreed that delivery of this Construction Easement is hereby tendered and that the terms and obligations hereof shall not become binding upon the City of Renton, unless and until accepted and approved hereon in writing by the City of Renton. AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 3 of ( 6 ) Pages Parcel No. 182305-9227 Dated: , 20___ Grantor: Corner Investment Co. By Its Accepted and Approved City of Renton By Its Date AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 4 of ( 6 ) Pages Parcel No. 182305-9227 CORPORATE ACKNOWLEDGMENT STATE OF ______________ ss. COUNTY OF ____________ I certify that I know or have satisfactory evidence that _____________________________________ is the person who appeared before me, and said person acknowledged that they signed this instrument, on oath stated that they were authorized to execute the instrument and acknowledged it as the ______________________________ of _______________________________________, to be their free and voluntary act of such party for the uses and purposes mentioned in the instrument. DATED this _____ day of _________________, 20____. (SEAL) _____________________________________ Notary Public _____________________________________ Printed Name Residing at____________________________ My appointment expires _________________ AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 5 of ( 6 ) Pages Parcel No. 182305-9227 EXHIBIT A LEGAL DESCRIPTION APN/Parcel ID: 182305-9227 AGENDA ITEM #6. h) PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. PLEASE MAKE NO MARK IN THE MARGIN SPACE - RESERVED FOR COUNTY RECORDER’S USE ONLY. TEMPORARY CONSTRUCTION EASEMENT Page 6 of ( 6 ) Pages Parcel No. 182305-9227 AGENDA ITEM #6. h) AB - 2978 City Council Regular Meeting - 01 Nov 2021 SUBJECT/TITLE: Interagency Agreement (IAA) No. C2200051 with Department of Ecology for Pollution Prevention Assistance RECOMMENDED ACTION: Refer to Finance Committee DEPARTMENT: Public Works Utility Systems Division STAFF CONTACT: Kristina Lowthian, Surface Water Utility Engineer EXT.: 7249 FISCAL IMPACT SUMMARY: This interagency agreement provides $175,000 of funding from the Department of Ecology’s (DOE) Model Toxics Control Operating Account and Model Toxics Control Capital Account. The agreement does not require any city matching funds. City staff will manage the agreement with $5,000 of the funds, while the remaining amount of $170,000 will be allocated to a Pollution Prevention Assistance specialist to perform the work associated with the interagency agreement, subject to City Council approval of a separate contract agreement with the DOE later this month. Incurred costs are eligible for reimbursement from July 1, 202 1 through June 30, 2023. The Surface Water Utility also requests a budget adjustment to appropriate $175,000 of the interagency agreement funding to new operating revenue and expenditure accounts to be included in the next quarterly city budget adjustment . SUMMARY OF ACTION: The City of Renton has been awarded $175,000 in funding from the State of Washington Department of Ecology Hazardous Waste and Toxics Reduction Program to provide Pollution Prevention Assistance (PPA). The purpose of the interagency agreement is to assist businesses with reducing or eliminating dangerous waste and other pollutants at the source through best management practices that prevent spills and discharges to ground, air, and water, especially to industrial wastewater and stormwater. A PPA specialist, to be contracted by the city separately, will provide technical assistance and educational outreach to small businesses in an effort to prevent pollution of Renton’s surface waters. The contractor will conduct source control site visits at businesses, develop and participate in training, train city staff, and develop training and outreach materials. City staff will manage the state reporting and invoicing requirements of this interagency agreement. The agreement stipulates payment of 50% of the funding in the first year, and based on performance and available funding, 50% of the funding in the second year. EXHIBITS: A. Interagency Agreement B. Resolution STAFF RECOMMENDATION: Adopt the resolution authorizing the execution of the Interagency Agreement (IAA No. C2200051) with the Department of Ecology in the amount of $175,000 for Pollution Prevention Assistance between the State of Washington, Department of Ecology and the City of Renton. In addition, approve a budget adjustment appropriating $175,000 of new funding to a new operations revenue and expenditure account to be identified in the city’s next quarterly budget adjustment. AGENDA ITEM #6. i) 1 Version 5/20/2020 IAA No. C2200051 INTERAGENCY AGREEMENT (IAA) BETWEEN THE STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY AND CITY OF RENTON THIS INTERAGENCY AGREEMENT (“Agreement” or “IAA”) is made and entered into by and between the state of Washington, Department of Ecology, hereinafter referred to as “ECOLOGY,” and the City of Renton, hereinafter referred to as the “CONTRACTOR,” pursuant to the authority granted by Chapter 39.34 RCW. THE PURPOSE OF THIS AGREEMENT is for the CONTRACTOR to provide Pollution Prevention Assistance (PPA) Specialists who will provide technical assistance and education outreach to small businesses in an effort to prevent pollution of waters of the state as part of the Pollution Prevention Assistance Partnership (formerly known as the Local Source Control (LSC) Partnership). WHEREAS, ECOLOGY has legal authority (RCW 70A.214 and RCW 70A.300) and the CONTRACTOR has legal authority (RCW 70A.214, RCW 70A.300, Renton Municipal Code 4-6- 030) that allows each party to undertake the actions in this agreement. THEREFORE, IT IS MUTUALLY AGREED THAT: 1) SCOPE OF WORK The CONTRACTOR shall furnish the necessary personnel, equipment, material and/or service(s) and otherwise do all things necessary for or incidental to the performance of the work set forth in Appendix A, Statement of Work, and Appendix B, Budget Detail, attached hereto and incorporated herein. 2) PERIOD OF PERFORMANCE The period of performance of this IAA will commence on July 1, 2021, and be completed by June 30, 2023, unless the Agreement is terminated sooner as provided herein. Amendments extending the period of performance, if any, shall be at the sole discretion of ECOLOGY. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 2 Version 5/20/2020 3) COMPENSATION Compensation for the work provided in accordance with this IAA has been established under the terms of RCW 39.34.130 and RCW 39.26.180(3). This is a performance-based agreement, under which payment is based on the successful completion of expected deliverables and compliance with all terms and conditions. Compensation for this agreement will be released in two 1-year phases. Phase One is limited to 50 percent of the project budget and Phase Two can be up to the remaining percentage of the project budget. On or before August 15, 2022, ECOLOGY will evaluate available funding and the CONTRACTOR’s performance and progress towards meeting contract deliverables and spending. To release the second year funding the CONTRACTOR, by June 30, 2022, must: 1. Complete a minimum of 40% of the total site visit deliverables, and 2. Utilize 40% of the total compensation award. If performance obligations have been met and funding is available per ECOLOGY’s determination, the full year 2 budget award will be considered available. Should the CONTRACTOR fail to make satisfactory progress or funding is limited, ECOLOGY will determine the appropriate additional funding to release for year 2 of the contract. ECOLOGY will consider various factors in determining year 2 funding including, but not limited to, available funding, performance to date, staff vacancies, time and costs spent on unique program elements, and potential circumstances beyond the CONTRACTOR’s control. The source of funds for this IAA is Model Toxics Control Operating Account (23P), Model Toxics Control Capital Account (23N). Both parties agree to comply with all applicable rules and regulations associated with these funds. The parties have determined that the cost of accomplishing the work identified herein will not exceed one hundred seventy-five thousand dollars and zero cents ($175,000.00), including any indirect charges. Payment for satisfactory performance of the work shall not exceed this amount unless the parties mutually agree via an amendment to a higher amount. Compensation for services shall be based on the terms and tasks set forth in Appendix A, Statement of Work. ECOLOGY will not make payment until it has reviewed and accepted the work. Travel expenses (meals, lodging, and mileage) will be reimbursed according to current state rates at the time of travel, not to exceed the budget (see Appendix B, Budget Detail). Purchase of source control tools or equipment (e.g. spill kits, plastic drum covers) and promotional items for distribution to businesses under this contract must be listed in Goods and Services budget or Equipment budget in Appendix B. Any purchases of equipment or goods and services over $1,000.00 not specifically listed in Appendix B must be pre-approved by ECOLOGY. When the agreement expires, or when the equipment is no longer needed for the originally authorized purpose (whichever comes first) the disposition of equipment shall be at ECOLOGY’s sole discretion. Indirect rates will be paid as indicated in Appendix B, Budget Detail. Changes to the indirect rate may be considered by ECOLOGY. CONTRACTOR shall provide supporting documentation necessitating the change to ECOLOGY. ECOLOGY’s approval will be communicated by e-mail. An increase in indirect rate does not increase the total contract award. Changes are handled by adjusting the budget between categories listed in Appendix B. Changes to the total budget cost of the contract shall require an amendment. The budget referenced in Appendix B may be adjusted between categories (with the exception of the voucher program budget category), with ECOLOGY’s preapproval, and as long as the total budget is not exceeded. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 3 Version 5/20/2020 ECOLOGY may, at its sole discretion, withhold payments claimed by the CONTRACTOR for services rendered, if the CONTRACTOR fails to satisfactorily comply with any term or condition of this Agreement. 4) BILLING AND PAYMENT PROCEDURE Payment requests shall be submitted on state form, Invoice Voucher A19-1A. Invoice voucher shall reference the Agreement (IAA) number and clearly identify those items that relate to performance under this Agreement. Invoices shall describe and document to ECOLOGY’s satisfaction a description of the work performed, the progress of the work, and related costs. Each invoice shall bill for actual hours worked during the quarter. The actual hours billed may be higher (as long as the total budget compensation award is not exceeded) or lower than the FTE estimate in Appendix A, Statement of Work. Attach supporting documentation to the invoice. See Appendix A, sections IV, V, and X for additional information (and section XI, Voucher Program if applicable). Send invoices to: State of Washington Department of Ecology Hazardous Waste & Toxics Reduction Program Attn: Elaine Snouwaert 4601 N. Monroe Street Spokane, WA 99205 Or Electronically submit invoices to Elaine Snouwaert at Elaine.Snouwaert@ecy.wa.gov Payment requests will be submitted on a quarterly basis. Invoices must be submitted by the dates outlined in Appendix A, section X. Upon expiration of this Agreement, any claim for payment not already made shall be submitted to ECOLOGY within 30 days after the expiration date or the end of the fiscal year, whichever is earlier. Payment will be made within thirty (30) days of submission of a properly completed invoice (form A19- 1A) with supportive documentation. All expenses invoiced shall be supported with copies of invoices paid. Payment will be issued through Washington State’s Office of Financial Management’s Statewide Payee Desk. To receive payment, CONTRACTOR must register as a statewide vendor by submitting a statewide vendor registration form and an IRS W-9 form at website, https://ofm.wa.gov/it-systems/statewide- vendorpayee-services. For questions about the vendor registration process, contact Statewide Payee Help Desk at (360) 407-8180 or email PayeeRegistration@ofm.wa.gov. 5) ALTERATIONS AND AMENDMENTS This Agreement may be amended by mutual agreement of the parties. Such amendments shall not be binding unless they are in writing and signed by personnel authorized to bind each of the parties. 6) ASSIGNMENT The work to be provided under this Agreement, and any claim arising thereunder, is not assignable or delegable by either party in whole or in part, without the express prior written consent of the other party, which consent shall not be unreasonably withheld. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 4 Version 5/20/2020 7) ASSURANCES Parties to this Agreement agree that all activity pursuant to this agreement will be in accordance with all the applicable current federal, state, and local laws, rules, and regulations. 8) CONFORMANCE If any provision of this Agreement violates any statute or rule of law of the state of Washington, it is considered modified to conform to that statute or rule of law. 9) DISPUTES Parties to this Agreement shall employ every effort to resolve a dispute themselves without resorting to litigation. In the event that a dispute arises under this Agreement that cannot be resolved among the parties, it shall be determined by a Dispute Board in the following manner. Each party to this Agreement shall appoint one member to the Dispute Board. The members so appointed shall jointly appoint an additional member to the Dispute Board. The Dispute Board shall review the facts, agreement terms, and applicable statutes and rules, and then make a determination of the dispute. The determination of the Dispute Board shall be final and binding on the parties hereto, unless restricted by law. The cost of resolution will be borne by each party paying its own cost. As an alternative to this process, if state agencies, either of the parties may request intervention by the Governor, as provided by RCW 43.17.330, in which event the Governor's process will control. The parties may mutually agree to a different dispute resolution process. 10) FUNDING AVAILABILITY ECOLOGY’s ability to make payments is contingent on availability of funding. In the event funding from state, federal, or other sources is withdrawn, reduced, or limited in any way after the effective date and prior to completion or expiration date of this Agreement, ECOLOGY, at its sole discretion, may elect to terminate the Agreement, in whole or part, for convenience or to renegotiate the Agreement subject to new funding limitations and conditions. ECOLOGY may also elect to suspend performance of the Agreement until ECOLOGY determines the funding insufficiency is resolved. ECOLOGY may exercise any of these options with no notification restrictions, although ECOLOGY will make a reasonable attempt to provide notice. In the event of termination or suspension, ECOLOGY will reimburse eligible costs incurred by the CONTRACTOR through the effective date of termination or suspension. Reimbursed costs must be agreed to by ECOLOGY and the CONTRACTOR. In no event shall ECOLOGY’s reimbursement exceed ECOLOGY’s total responsibility under the agreement and any amendments. 11) GOVERNING LAW AND VENUE This Agreement is entered into pursuant to and under the authority granted by the laws of the state of Washington and any applicable federal laws. The provisions of this Agreement shall be construed to conform to those laws. This Agreement shall be construed and interpreted in accordance with the laws of the state of Washington, and the venue of any action brought hereunder shall be the Superior Court for Thurston County. 12) INDEPENDENT CAPACITY The employees or agents of each party who are engaged in the performance of this Agreement shall continue to be employees or agents of that party and shall not be considered for any purpose to be employees or agents of the other party. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 5 Version 5/20/2020 13) ORDER OF PRECEDENCE In the event of an inconsistency in the terms of this Agreement, or between its terms and any applicable statute or rule, the inconsistency shall be resolved by giving precedence in the following order: a. Applicable federal and state of Washington statutes, regulations, and rules. b. Mutually agreed upon written amendments to this Agreement. c. This Agreement, number C2200051. d. Appendix A, Statement of Work. e. Appendix B, Budget Detail. f. Appendix C, Special Terms and Conditions. g. Any other provisions or term of this Agreement, including materials incorporated by reference or otherwise incorporated. 14) RECORDS MAINTENANCE The parties to this Agreement shall each maintain books, records, documents, and other evidence that sufficiently and properly reflect all direct and indirect costs expended by either party in the performance of the service(s) described herein. These materials shall be subject to inspection, review, or audit by personnel of both parties, other personnel duly authorized by either party, the Office of the State Auditor, and federal officials so authorized by law. All books, records, documents, and other materials relevant to this Agreement must be retained for six years after expiration of this Agreement. The Office of the State Auditor, federal auditors, and any persons duly authorized by the parties shall have full access and the right to examine any of these materials during this period. Each party will utilize reasonable security procedures and protections for all materials related to this Agreement. All materials are subject to state public disclosure laws. 15) RESPONSIBILITIES OF THE PARTIES Each party of this Agreement hereby assumes responsibility for claims and/or damages to persons and/or property resulting from any act or omissions on the part of itself, its employees, its officers, and its agents. Neither party will be considered the agent of the other party to this Agreement. 16) RIGHTS IN DATA Unless otherwise provided, data which originates from this Agreement shall be "work made for hire" as defined by the United States Copyright Act, Title 17 U.S.C. section 101 and shall be owned by state of Washington, ECOLOGY. Data shall include, but not be limited to, reports, documents, pamphlets, advertisements, books magazines, surveys, studies, computer programs, films, tapes, and/or sound reproductions. Ownership includes the right to copyright, patent, and register these items, and the ability to transfer these rights. 17) SEVERABILITY If any provision of this Agreement or any provision of any document incorporated by reference shall be held invalid, such invalidity shall not affect the other provisions of this Agreement which can be given effect without the invalid provision, if such remainder conforms to the requirements of applicable law and the fundamental purpose of this Agreement, and to this end the provisions of this Agreement are declared to be severable. 18) SUBCONTRACTORS CONTRACTOR agrees to take complete responsibility for all actions of any Subcontractor used under this Agreement for the performance. When federal funding is involved there will be additional contractor and subcontractor requirements and reporting. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 6 Version 5/20/2020 Prior to performance, all subcontractors who will be performing services under this Agreement must be identified, including their name, the nature of services to be performed, address, telephone, WA State Department of Revenue Registration Tax number (UBI), federal tax identification number (TIN), and anticipated dollar value of each subcontract. Provide such information to ECOLOGY’s Agreement manager. 19) SUSPENSION FOR CONVENIENCE ECOLOGY may suspend this Agreement or any portion thereof for a temporary period by providing written notice to the CONTRACTOR a minimum of seven (7) calendar days before the suspension date. CONTRACTOR shall resume performance on the first business day following the suspension period unless another day is specified in writing by ECOLOGY prior to the expiration of the suspension period. 20) TERMINATION FOR CAUSE If for any cause, either party does not fulfill in a timely and proper manner its obligations under this Agreement, or if either party violates any of these terms and conditions, the aggrieved party will give the other party written notice of such failure or violation. The responsible party will be given the opportunity to correct the violation or failure within fifteen (15) business days. If failure or violation is not corrected, this Agreement may be terminated immediately by written notice of the aggrieved party to the other. 21) TERMINATION FOR CONVENIENCE Either party may terminate this Agreement without cause upon thirty (30) calendar day prior written notification to the other party. If this Agreement is so terminated, the parties shall be liable only for performance rendered or costs incurred in accordance with the terms of this Agreement prior to the effective date of termination. 22) WAIVER A failure by either party to exercise its rights under this Agreement shall not preclude that party from subsequent exercise of such rights and shall not constitute a waiver of any other rights under this Agreement unless stated to be such in a written amendment to this Agreement signed by an authorized representative of the parties. 23) AGREEMENT MANAGEMENT The representative for each of the parties shall be responsible for and shall be the contact person for all communications, notifications, and billings questions regarding the performance of this Agreement. The parties agree that if there is a change in representatives, they will promptly notify the other party in writing of such change, such changes do not need an amendment. The ECOLOGY Representative is: The CONTRACTOR Representative is: Name: Elaine Snouwaert Address: 4601 N. Monroe Street Spokane, WA 99205 Phone: (509) 329-3503 office (509) 385-5169 cell Email: Elaine.Snouwaert@ecy.wa.gov Name: Kristina Lowthian Address: 1055 S Grady Way Renton, WA 98057 Phone: (425) 430-7249 Email: klowthian@rentonwa.gov Fax: (425) 430-7241 AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 7 Version 5/20/2020 24) ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto. The signatories to this Agreement represent that they have the authority to bind their respective organizations to this Agreement. IN WITNESS WHEREOF, the parties below, having read this Agreement in its entirety, including all attachments, do agree in each and every particular as indicated by their signatures below. State of Washington Department of Ecology By: City of Renton By: Signature Date Signature Date Darin Rice Armondo Pavone Hazardous Waste and Toxics Reduction Program Manager Mayor AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 8 Version 5/20/2020 APPENDIX A STATEMENT OF WORK City of Renton Section I. Introduction This Statement of Work is for the 2021-2023 biennial Interagency Agreement (IAA) for the Pollution Prevention Assistance (PPA) Partnership, which is overseen by the Washington State Department of Ecology (ECOLOGY), Hazardous Waste and Toxics Reduction Program. The mission of the Pollution Prevention Assistance Partnership is: “We protect Washington’s residents and environment by helping small businesses reduce toxic chemical use, safely manage dangerous waste, and keep stormwater free of pollutants.” The CONTRACTOR, through their Pollution Prevention Assistance (PPA) program, will conduct multimedia source control site visits and pollution prevention activities to businesses that are small quantity generators (SQGs) of dangerous waste. In this context an SQG is any business, non-profit, facility, school, or other organization that generates less than 220 pounds of dangerous waste per calendar month and less than 2.2 pounds of extremely hazardous waste per calendar year. The site visits, along with other pollution prevention activities conducted by the CONTRACTOR, will be designed to reduce or eliminate dangerous waste and other pollutants at the source through best management practices that prevent spills and discharges to ground, air, and water (especially to industrial wastewater and stormwater). To further facilitate the reduction or elimination of toxic chemical use at the source, the CONTRACTOR will seek and discuss opportunities to assist businesses with switching processes, products, or equipment to use effective safer-alternatives. This program will be known as the “Product Replacement Program” or PRP. The PPA work is expected to fall within these general proportions: Technical Assistance (TA) visits (approximately 10-15% of TA visits will involve PRP) (see Section III) 65% Unique Program Elements (see Section II) 25% Training (see Section VIII) 5% Other (admin, staff meetings, etc.) 5% AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 9 Version 5/20/2020 The CONTRACTOR is expected to: • Interact with other partners within the PPA Partnership to provide technical assistance and training, and share resources and experiences. • Set up alerts to receive notifications when requests for information have been made on the PPA Partnership SharePoint Discussion Board. • Ensure at least one staff member is available to provide timely information and feedback to ECOLOGY’s PPA Coordinator and to attend mandatory meetings and trainings. Feedback on Partnership goals, direction, and projects will occasionally be requested via online surveys and email requests. • Act in a professional and ethical manner, and shall avoid any conflict of interest that might influence the CONTRACTOR’s actions or judgment. • Disclose immediately to ECOLOGY any interest, direct or indirect, that might be construed as prejudicial in any way to the professional judgment of the CONTRACTOR in rendering service under this Agreement. Key staff, estimated FTE, and their roles are identified in Table 1. Please note, this is an estimate of time dedicated to this contract over the full two years of the contract; quarterly invoicing must reflect actual hours worked even if hours are higher or lower than the FTE estimate. Table 1: Key Staff Staff Name Estimated FTE Role Kristina Lowthian 0.05 Contract Management ECOSS 1 PPA Specialist Kristina Lowthian 0.0 Billing ECOSS 0.0 (included above) Outreach/Support & Train Staff when hired. Section II. Unique Program Elements The CONTRACTOR will conduct the unique elements for their PPA program, outlined in Table 2. Table 2: Unique Program Elements Program Element Deliverable(s) All-Staff Planning Committee - Four separate committees (one for each training event) made up of PPA specialists and Ecology. Work with one or two other jurisdictions to plan 1 All-Staff Training Event (virtually or in-person) With other committee members determine a lead to schedule planning meetings, track tasks, and finalize the agenda. Arrange for meeting logistics (venue, food and beverage if in person) and speakers. Video Outreach Development Committee – PPA specialists will collaborate to develop videos for Participate on a committee to develop short videos or other electronic messaging to communicate messages about BMPs and advertise PPA services to businesses (in other languages as appropriate). AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 10 Version 5/20/2020 business sector audiences under the guidance of Ecology staff. Work with the other members of the committee and Ecology to draft and finalize a work plan. This work plan should describe the roles and responsibilities of participants and outline the tasks to be completed. Participate in at least 90% of the workgroup meetings. If you are unable to attend the meeting, give the RCW lead as much notice as possible, and follow up with any assignments or document review as soon as possible. Review all materials. Section III. Technical Assistance Visits The CONTRACTOR will conduct technical assistance site visits to small quantity generators of dangerous wastes, and to businesses or organizations that have the potential to pollute stormwater. Approximately 60% of the visits will be Initial Visits. If Initial Visits fall below 60%, combined Initial Visits and Follow-up Visits must account for at least 80% of the total visits. While necessary, efforts should be made to minimize Screening Visits. • An Initial Visit occurs at the actual site and results in a completed ‘checklist’ (or enough data gathered to complete data entry into the LSC database). It will either be the first complete visit to a site OR the first visit in two or more years. • A Screening Visit is an attempted visit to the site, but the business declined or put off the visit, OR you were interrupted during the visit and were unable to gather complete data, OR you discover that the facility does not exist anymore OR you discover that the business does not qualify for a visit under the PPA program (e.g. it is a medium or large quantity generator). • A Follow-Up Visit should occur within 90 days of the Initial Visit. Follow-up should generally be done through an on-site visit. However, a phone conversation, mail or email exchange may count as a Follow-Up Visit if it includes confirmation that the issues that were identified in the initial visit were resolved. Follow-up Visits must be conducted to resolve High Priority Environmental Issues (See section below). Table 3: Number of Technical Assistance Visits Number of Total Visits 300 Target for Initial Visits 175 Target for Follow-up Visits 100 Business sectors, organizations, waste streams, and/or geographical area that will provide a focus for the 2021-2023 technical assistance visits are listed in Table 4. Table 4: Technical Assistance Targets Target Rationale for selecting Automotive, Light Industrial, Dry Cleaning, Distribution Centers Focus on those business sectors with a high risk of creating stormwater pollution or having/accumulating hazardous wastes. Awareness of liability if businesses have a spill. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 11 Version 5/20/2020 Food Service, Grocery Stores, Mini-marts, and Retail Common sources of pollution such cars and trucks, loading/unloading, and cleaning products will be addressed here. Awareness of liability if businesses have a spill. Property Management and Services Common sources of pollution including shared areas, dumpsters/compactors, cleaning, and loading/unloading will be addressed here. Awareness of liability if businesses have a spill. ECOLOGY may direct a portion of technical assistance visits toward specific priority sources or contaminants. High Priority Environmental Issues The below list is ECOLOGY’s high priority environmental issues because they have the potential to directly impact human health and/or the environment. If one or more of these issues are found during a site visit, a Follow-up visit is justified but not necessarily required. The severity of the issue will help determine if a Follow-up visit is necessary. A Follow-up visit to a business for other (non-high priority) issues is at the discretion of the CONTRACTOR. When unable to resolve high priority environmental issues, the Pollution Prevention Specialist will refer the issue to ECOLOGY or other appropriate agency. Serious concerns about impacts to human health and/or the environment warrant a consultation with ECOLOGY or other regulatory agencies to determine whether or not the issue needs to be referred. • Hazardous waste being improperly designated • Hazardous waste being improperly disposed • Hazardous products/wastes being improperly stored • Compromised dangerous waste containers need to be repaired or replaced • Illegal plumbing connection • Illicit discharge of wastewater to storm drain • Improperly stored containerized materials • Improperly stored non-containerized materials • Leaks and spills in dangerous waste storage areas Visit Guidance The following guidance applies to technical assistance visits, unless otherwise discussed with ECOLOGY: 1. Prior to the visit: • Coordinate with other entities that may be conducting business visits in the area to reduce potential “inspection fatigue.” • Check with ECOLOGY Urban Waters staff (where applicable) to ensure that the business is not currently being visited by Urban Waters staff. • Research site and issues prior to the visit using a combination of data sources such as LSC Database for previous visits or visits to similar businesses, industry resources, news articles, etc. • To the extent possible, verify the site is not a medium or large quantity generator. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 12 Version 5/20/2020 • Check to see if a sector specific Checklist or Tip Sheet is available on the PPA Partnership SharePoint site to help guide the visit. 2. During the visit: • Provide technical assistance on proper management of dangerous waste, prevention of stormwater pollution, spill prevention, and reduction of hazardous substance use (when applicable). • Ensure, at a minimum, all items on the basic Checklist are reviewed. If while at the site, it becomes apparent the business is a medium or large quantity generator, either complete the visit and count it as a screening visit, OR formally refer the dangerous waste portion to ECOLOGY to count it as a full initial visit. This site should not be scheduled for future visits, unless it is likely their generator status has changed to qualify as an SQG. • If appropriate, encourage businesses to participate in local green business programs, such as the EnviroStars business certification program. • If a Product Replacement Program (PRP) opportunity exists for the business, discuss the opportunity, terms and conditions, and steps to qualify as outlined in Section V. • Discuss spill response preparedness and offer spill kit for developing a plan. Funds can be used to purchase spill kits to provide to businesses. Occasionally ECOLOGY will provide spill kits through a bulk order, if funding is available. • If possible, photograph observed issues for before and after success stories. • Activities that may be beneficial during the visit include, but are not limited to, walking the site (interior and exterior), checking storm drains, checking for illicit connections, checking dumpster and waste storage, providing handouts, and ensuring necessary permits are in place. 3. At the end of the visit or after the visit: • Provide written follow-up to document the results of the visit. This can be done by leaving a copy of the ‘Checklist’ or other documentation with the business at the end of the visit, by using a commitment postcard (format available in Branding Documents on PPA Partnership SharePoint), by sending a follow-up letter/email, or alternatively by sending a ‘thank you’ postcard if no issues were identified. • If necessary, coordinate with other agencies (e.g. the fire marshal, code enforcement, stormwater, wastewater treatment, and/or moderate risk waste staff) to ensure that the information you are providing is consistent with the other agency’s regulations and/or best management practices. • The PPA Specialists will make referrals to ECOLOGY as needed and report results. Section IV. Partnership Branding and Outreach When unique outreach or educational materials are developed by the CONTRACTOR using PPA Partnership funds, a draft must be sent to ECOLOGY for review and approval. To the extent feasible, the CONTRACTOR must utilize the Partnership’s branding tools and templates available to produce these materials. The intent of this requirement is to facilitate a unified image and consistent messaging across the Partnership. The Partnership logo and other branding resources are available on the PPA Partnership SharePoint site. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 13 Version 5/20/2020 It may be appropriate to include funding acknowledgement on some outreach materials. The CONTRACTOR will consult with ECOLOGY’s PPA Partnership Coordinator to determine whether funding acknowledgement is required. Finalized materials which may be useful to other Partnership contractors should be provided for upload to the resource Document Library on the PPA Partnership SharePoint Site. Each CONTRACTOR must maintain a PPA webpage which meets the minimum requirements developed by the 2020 Resource Consistency Workgroup. See PPA Partnership SharePoint Site for requirements. The incorporation of the minimum webpage requirements should be completed by June 30, 2022 unless otherwise approved by ECOLOGY. Section V. Product Replacement Program (PRP) The Product Replacement Program is designed to eliminate Persistent Bioaccumulative Toxic (PBT) chemicals from use in commerce. The PRP removes and replaces PBT chemicals present in products, processes, or technologies to help prevent toxics from entering the environment. One of the best and most effective ways to prevent further environmental contamination, protect water quality, and reduce human health risk is to eliminate these toxic chemicals at the source. The PRP assists businesses with switching to safer alternatives. PPA contractors are integral to the PRP. The CONTRACTOR will seek and discuss opportunities to assist businesses with switching processes, products, or equipment to use effective safer-alternatives. For technical assistance visits, where PRP is discussed, CONTRACTOR will record in the LSC Database the type of product or equipment replacement opportunity the business is interested in and other required information. The CONTRACTOR will assist ECOLOGY with the following programs: 1. Replacement of dry cleaning technology that uses perchloroethylene by visiting dry cleaners, discussing the program, assisting with required paperwork, and completing the final visit after new machine installation. Guidelines for this program are outlined in separate documents and posted on the PPA Partnership SharePoint. 2. Promoting awareness of the national mercury thermostat takeback program at appropriate businesses. Additional takeback and replacement programs ECOLOGY is exploring for addition to the PRP include, but are not limited to: 1. PFAS-containing firefighting foam takeback program. Currently ECOLOGY is working directly with fire departments, but this program may be expanded to businesses with PFAS-containing fire suppression systems. 2. Flame retardants in foam and equipment at gymnasiums, play centers, and recreation facilities. 3. Degreasers and solvents in parts washing systems in multiple business sectors. 4. PCB-containing light ballasts in schools. 5. Additional chemicals and products may also be added to this list. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 14 Version 5/20/2020 ECOLOGY, in collaboration with the PPA Partnership, will develop procedures and criteria, which must be met for a business to receive reimbursement for any of the above chemicals or products. PRP payments for reimbursement to the business will come directly from ECOLOGY and are not included within the CONTRACTOR’s funding compensation associated with this contract. The PRP reimbursement payment will be made through direct disbursement from ECOLOGY to the business implementing the product or equipment replacement. In order to facilitate these payments, the CONTRACTOR must assist ECOLOGY in maintaining records indicating how the business qualified for the PRP reimbursement per the PRP program’s eligibility criteria. Eligibility criteria will be developed by ECOLOGY and the Product Replacement Program Committee for each type of reimbursement offered. The CONTRACTOR will provide technical assistance to the business to help ensure the business qualifies for a PRP reimbursement payment from ECOLOGY by completing the following steps, unless otherwise specified in guidelines developed specific to an individual reimbursement. Specific requirements for individual reimbursement programs will be maintained on the PPA Partnerweb SharePoint site. 1. CONTRACTOR conducts technical assistance visit and provides business with recommendations to reduce or eliminate a qualifying chemical or product. These recommendations must be recorded in the LSC Database. 2. CONTRACTOR must communicate to the business that it may take up to 4 months to receive payment from ECOLOGY after purchase and that the business must respond to inquiries from ECOLOGY or the Office of Financial Management (OFM) in a timely manner to avoid delays in payment. 3. CONTRACTOR assists business as needed with paperwork required to apply for reimbursement, including a state payee registration form. 4. Business purchases approved product or equipment and converts fully to utilization of new product or equipment in accordance with the eligibility criteria for the PRP reimbursement. 5. Business submits receipts for the product or equipment purchase and installation to ECOLOGY’s PRP Coordinator. This submittal may be facilitated through the CONTRACTOR’s representative for some PRP projects. 6. CONTRACTOR may be requested by ECOLOGY to verify through a site visit and review of records that product or equipment has been installed per PPA Specialist or ECOLOGY recommendations, old product or equipment has been legally disposed of or decommissioned, and all other eligibility criteria have been met. For information about an optional voucher program that the CONTRACTOR can provide directly to a business, see Section XI. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 15 Version 5/20/2020 Section VI. Timeline Table 5: Timeline Time Period Goal for number of Site Visits Unique Program Element activities Technical Assistance Target activities July 1, 2021 – December 31, 2021 0 • Video Outreach Development Committee N/A January 1, 2022 – June 30, 2022 75 • Video Outreach Development Committee Automotive, Light Industrial, Dry Cleaning, Distribution Centers July 1, 2022 – December 31, 2022 75 • Video Outreach Development Committee • All-Staff Planning Committee Food Service, Grocery Stores, Mini-marts, and Retail January 1, 2023 – June 30, 2023 150 • None All business sectors Section VII. Local Source Control (LSC) Database Information gathered during technical assistance visits by the CONTRACTOR must include all of the elements that are listed in the most up-to-date PPA Checklist (check PPA Partnership SharePoint site for details) and be entered into ECOLOGY’s LSC database. The following guidance applies to all technical assistance visits, unless otherwise discussed with ECOLOGY: • Collect enough information to complete all of the applicable fields in ECOLOGY’s LSC database and enter it into the database within 15 work days of the visit. • If you make a referral to a regulatory agency, enter the information about the referral into the database within 15 work days of the referral. • Ensure that data entry is complete and accurate. • At a minimum all elements on the most recent version of ECOLOGY’s PPA Checklist must be checked at each business visit. Specialists must attest that they have verified all elements. o Additional sector specific checklists are available on the ECOLOGY PPA Partnership SharePoint Site. o CONTRACTOR may substitute use of their own version(s) of the checklist(s) as long as it contains all elements on ECOLOGY’s most recent checklist (See PPA Partnership SharePoint for details), and has been reviewed and approved by ECOLOGY staff. • Refer to the LSC database instructions posted in the database interface, or contact ECOLOGY PPA staff, for assistance with database entry. • If using paper checklists or equivalent documentation, maintain originals in accordance with your local public disclosure laws. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 16 Version 5/20/2020 Section VIII. Training ECOLOGY expects that the CONTRACTOR will provide basic training to the Pollution Prevention Assistance Specialists on topics relevant to their position. ECOLOGY will provide additional training to ensure that CONTRACTOR's staff are properly trained and supported to conduct PPA activities, and that experienced staff are exposed to new information, and have opportunities to share their expertise for the benefit of the PPA Partnership. The following types of training are provided. Table 6 below contains a tentative training schedule; ECOLOGY will communicate the final schedule to the CONTRACTOR. New PPA Specialist Mentoring and Training ECOLOGY staff and experienced PPA Specialists will provide a variety of training support to new PPA staff. ECOLOGY will provide new hires a “welcome email” within the first two weeks of work as a PPA Specialist. This email will provide instructions for accessing the PPA Partnership SharePoint, LSC Database, and guidance on resources and training. All Specialists are expected to create an “alert” for the PPA Partnership SharePoint Discussion Board to receive email alerts at least once per week when topics are posted. 1. New PPA Specialist Training & SharePoint Resources New PPA specialist training is provided in the form of self-paced online modules available through ECOLOGY’s PartnerWeb SharePoint site, and web-based discussion panels. The web-based discussion panels will be planned and conducted by ECOLOGY staff and include new specialists and experienced PPA specialists who can offer suggestions and feedback to new specialists. The discussion panels are scheduled for the second Thursday of every other month from 10:30 to 12:00. On occasion these meetings will need to be rescheduled to accommodate panelists or new specialists who cannot make the originally scheduled date. ECOLOGY staff will provide as much notice as possible when these panels are rescheduled. Schedule: 2. Field Mentoring & Training Review The CONTRACTOR will provide training to their new staff to ensure they can perform the work. In addition, ECOLOGY will assign two experienced PPA Specialists as mentors to provide field training and support to a new hire. If available, one mentor will be from the CONTRACTOR’s organization and the other mentor from another PPA contractor (partner) jurisdiction in as close proximity as possible. Mentors will be assigned within two weeks of notifying ECOLOGY of new staff hires. Field mentoring will involve a series of accompanied field visits designed by the mentor and ECOLOGY staff to support the needs of the new hire. When the mentor and new hire determine they Discussion Panel Schedule – July 2021 thru June 2023 2021 2022 2023 August 12, 2021 February 10, 2022 February 9, 2023 October 14, 2021 April 14, 2022 April 13, 2023 December 9, 2021 June 9, 2022 June 8, 2023 August 11, 2022 October 13, 2022 December 8, 2022 Attendance Requirement: All new specialists who have not yet attended six (6) discussion panels are required to attend. Panelists are required to attend all discussion panels. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 17 Version 5/20/2020 are ready, an ECOLOGY staff will accompany the new hire on a few technical assistance visits, to ensure that they are providing accurate information on proper waste management, spill prevention, storm water pollution prevention, and toxics reduction opportunities. All-Staff Trainings for all PPA Specialists All-Staff Trainings will be planned and conducted by teams of PPA Specialists from two to three PPA contractors (partners). When appropriate these trainings will be held in-person to facilitate interaction and networking between PPA Specialists, ECOLOGY, and invited presenters. Depending on current situations related to the COVID-19 pandemic or other health and safety concurs, All Staff Trainings may be held virtually via an online platform. Training topics are intended to help new staff become more competent in their work, and experienced staff to gain greater technical depth on relevant topics. ECOLOGY staff will determine the teams, provide initial guidance, review agendas, and provide support for planning and logistics. Schedule: Typically, these trainings are held the second Wednesday in September and March or April. The trainings are usually scheduled between 8:30 a.m. and 3:30 p.m. with overnight travel allowed for jurisdictions if needed (see state travel rules). ECOLOGY must pre-approve overnight travel if it is being charged to the PPA budget. When training is held virtually online, the training will be scheduled across two half-days. If staff and resources become available, ECOLOGY will add an additional All Staff Training event. An additional training event would likely be held in June. Attendance Requirement: Unless prior approval has been given by ECOLOGY, it is mandatory for at least one PPA specialist per jurisdiction to attend the All Staff Trainings. This person is responsible for disseminating information back to the PPA specialists from that jurisdiction. Managers are welcome but not required to attend. Generally, training substitutions are not allowed for the All Staff Trainings, however, exceptions may apply. ECOLOGY staff must approve non- emergency absences or training substitutions at least two weeks prior to the training. Webinar Trainings ECOLOGY conducts Webinars during most of the months that do not have All Staff Trainings. These sessions are intended to expose PPA Specialists to new information or technical topics relevant to their work. Suggestions on topics and speakers are welcomed from PPA contractors (partners). ECOLOGY will also ask PPA contractors to present on case studies. Schedule: These are one and a half hour sessions, held on the second Wednesday of the month. Occasionally these sessions will need to be scheduled at alternative times to accommodate speaker availability. Up to eight Webinars will be scheduled each year. Attendance Requirement: Each PPA Specialist must attend at least six of the eight Webinars each year. Another type of training that is relevant to PPA Specialists’ work may be substituted for up to two of the Webinars. Notification of the substitution must be provided to and pre-approved by ECOLOGY at least two weeks in advance of the Webinar. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 18 Version 5/20/2020 Table 6: Tentative Training Schedule (subject to change) Date Type Date Type July, 2021 No training July, 2022 No training August 11, 2021 Webinar August 10, 2022 Webinar September 8-9, 2021 Webinar or All-Staff* September 14-15, 2022 Webinar or All-Staff* October 13-14, 2021 Webinar or All-Staff* October 12-13, 2022 Webinar or All-Staff* November 10, 2021 Webinar November 9, 2022 Webinar December 8, 2021 Webinar December 14, 2022 Webinar January 12, 2022 Webinar January 11, 2023 Webinar February 9, 2022 Webinar February 8, 2023 Webinar March 9-10, 2022 Webinar or All-Staff* March 8-9, 2023 Webinar or All-Staff* April 13-14, 2022 Webinar or All-Staff* April 12-13, 2023 Webinar or All-Staff* May 11, 2022 Webinar May 10, 2023 Webinar June 8, 2022 Webinar June 14, 2021 Webinar * When possible an in-person All Staff Training will be held in conjunction with the NW Chapter Annual Conference. Section IX. Reporting and Contract Changes Quarterly Progress Reports A brief progress report shall be submitted quarterly with each invoice (see schedule in Section X, Table 7). This report should indicate the work completed during the quarter and billed on the invoice, including the type and number of visits conducted, progress on Unique Program Elements, and any other information regarding contract performance that should be brought to ECOLOGY’s attention. The Progress report must also include the number of visits where the PRP was presented and discussed. The Progress report should only include the status of the work conducted during the quarter and NOT include a roll-up of progress to-date since it services as backup documentation for the expenses included in the quarterly invoicing, see Section X. Annual Reports Annual reports are used to briefly summarize contract status to-date including: number of site visits performed, Unique Program Element activities conducted, Technical Assistance Target activities conducted, lessons learned, and budget status. Annual reports shall be provided to ECOLOGY by July 31, 2022 and July 31, 2023. The report shall include two to three ‘case studies’ of a business or organization that benefitted from a PPA site visit. Photographs of the business before and after the visit, showing the beneficial changes should be provided, if at all possible. The second year annual report should capture details for the full contract period as ECOLOGY will use these reports to create a biennial report on the Partnership. ECOLOGY will make report templates available on the PPA Partnership SharePoint. ECOLOGY will request, with advanced notice, that PPA CONTRACTORs provide presentations on their case studies at Webinars and All-Staff meetings. Contract Changes Any of the following changes shall be reported to the ECOLOGY PPA Partnership Coordinator within 10 business days: • Key personnel changes (staff or manager leaving, new hires, etc.) AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 19 Version 5/20/2020 • Initiation of or changes to a subcontract (see Section 18 of the Interagency Agreement for specific information that is required regarding subcontractors) Section X. Invoicing Invoice (billing) procedures are outlined in the Interagency Agreement, (see Section 4). In addition, the following information is provided: • See also Appendix A, Statement of Work, Section V. • The Invoice Voucher (form A19-1A) must have a wet signature or scanned if submitted electronically. If submitting a scanned copy, the CONTRACTOR will retain original signed A- 19-1A in CONTRACTOR’s records per record retention requirements. • Support documents may be submitted via email. • Each invoice shall only bill for actual hours worked during the quarter which may be higher or lower than the FTE estimate in Section I, Table 1 of Appendix A, Statement of Work. • Quarterly invoicing will follow the schedule in Table 7. Table 7: Invoicing Schedule Quarter Months Due Date 1 July, August, September 2021 November 10, 2021 2 October, November, December 2021 February 10, 2022 3 January, February, March 2022 May 10, 2022 4 April, May, June 2022 July 31, 2022 (earlier Due Date due to end of fiscal year requirements) 5 July, August, September 2022 November 10, 2022 6 October, November, December 2022 February 10, 2023 7 January, February, March 2023 May 10, 2023 8 April, May, June 2023 July 31, 2023 (earlier Due Date due to end of biennium requirements) AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 20 Version 5/20/2020 Section XII. Resources The following are resources to materials referenced in this contract. Links to and the resources listed are subject to change. • PPA Partnership SharePoint: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/SitePages/Home.aspx • LSC Database: http://ecyaphwtr/lsc/Home.aspx • Invoice Voucher A19-1A: https://des.wa.gov/sites/default/files/public/documents/HRPayroll/SACS/A-19- 1AForm.doc?=5c82f • Partnership Report Templates: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/Templates/Forms/AllItems.aspx • Checklists & Tip Sheets: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/_layouts/15/start.aspx#/Checklist%20%20 Tip%20Sheets/Forms/AllItems.aspx • New Specialist Training modules: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/_layouts/15/start.aspx#/New%20Specialist %20Training/Forms/AllItems.aspx • Travel Per Diem Rates: https://www.ofm.wa.gov/sites/default/files/public/resources/travel/colormap.pdf AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 21 Version 5/20/2020 APPENDIX B BUDGET DETAIL See sections #3, Compensation, and #4, Billing and Payment Procedures, for additional instructions. Category Amount Salaries $4,000.00 Benefits $1,000.00 Subcontracts $170,000.00 Goods & Services (see Table A) $0.00 Equipment (see Table B) $0.00 Travel/Training $0.00 Voucher Program (Section XI) $0.00 Subtotal Direct Costs $175,000.00 Indirect Costs* Rate (%) n/a Indirect amount $0.00 Total Award $175,000 Table A. Goods & Services (items over $1000 must be listed here or approved by ECOLOGY prior to reimbursement) Estimated Cost Table B. Equipment (items over $1000 must be listed here or approved by ECOLOGY prior to reimbursement) Estimated Cost AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 22 Version 5/20/2020 APPENDIX C SPECIAL TERMS AND CONDITIONS 1) Certification Regarding Suspension, Debarment, Ineligibility or Voluntary Exclusion a) CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. b) CONTRACTOR shall provide immediate written notice to ECOLOGY if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. c) The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact ECOLOGY for assistance in obtaining a copy of those regulations. d) CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction. e) CONTRACTOR further agrees by signing this agreement, that it will include this clause titled “CERTIFICATION REGARDING SUSPENSION, DEBARMENT, INELIGIBILITY OR VOLUNTARY EXCLUSION” without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. f) Pursuant to 2CFR180.330, the CONTRACTOR is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. g) CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. h) CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier CONTRACTORS or subcontractors, are not suspended or debarred, and will make this proof available to ECOLOGY before requests for reimbursements will be approved for payment. CONTRACTOR must run a search in http://www.sam.gov and print a copy of completed searches to document proof of compliance. AGENDA ITEM #6. i) 1  CITY OF RENTON, WASHINGTON    RESOLUTION NO. _______    A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE  MAYOR AND CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH THE  STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY REGARDING POLLUTION  PREVENTION ASSISTANCE ENTITLED IAA NO. C2200051 INTERAGENCY  AGREEMENT BETWEEN THE STATE OF WASHINGTON, DEPARTMENT OF  ECOLOGY AND CITY OF RENTON.     WHEREAS, the City and the State of Washington, Department of Ecology are authorized,  pursuant to RCW Chapter 39.34, the Interlocal Cooperation Act, to enter into an interlocal  government cooperative agreement; and   WHEREAS, the City and the Department of Ecology desire to provide outreach and  technical assistance to help businesses and organizations reduce pollution; and  WHEREAS, the City was awarded $175,000 from the Department of Ecology, Hazardous  Waste and Toxics Reduction Program for the State Fiscal Year 2021‐2023 Biennium to participate  in the Pollution Prevention Assistance Partnership; and    WHEREAS, the City will hire a consultant to provide technical assistance and educational  outreach to approximately three hundred small businesses and organizations in an effort to  prevent pollution of Renton’s surface waters;   NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  RESOLVE AS FOLLOWS:  SECTION I. The Mayor and City Clerk are hereby authorized to enter into an interlocal  agreement with the State of Washington, Department of Ecology regarding pollution prevention  assistance entitled IAA No. C2200051 Interagency Agreement between the State of Washington,  AGENDA ITEM #6. i) RESOLUTION NO. _______  2  Department of Ecology and City of Renton, attached hereto as Exhibit “A” and incorporated by  this reference.   PASSED BY THE CITY COUNCIL this ______ day of _____________________, 2021.        ______________________________  Jason A. Seth, City Clerk      APPROVED BY THE MAYOR this ______ day of _____________________, 2021.        ______________________________   Armondo Pavone, Mayor             Approved as to form:      ______________________________  Shane Moloney, City Attorney    RES.1893:10/19/21     AGENDA ITEM #6. i) RESOLUTION NO. _______  3                  EXHIBIT “A”  INTERAGENCY AGREEMENT (IAA) BETWEEN THE STATE OF  WASHINGTON, DEPARTMENT OF ECOLOGY AND CITY OF  RENTON    AGENDA ITEM #6. i) 1 Version 5/20/2020 IAA No. C2200051 INTERAGENCY AGREEMENT (IAA) BETWEEN THE STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY AND CITY OF RENTON THIS INTERAGENCY AGREEMENT (“Agreement” or “IAA”) is made and entered into by and between the state of Washington, Department of Ecology, hereinafter referred to as “ECOLOGY,” and the City of Renton, hereinafter referred to as the “CONTRACTOR,” pursuant to the authority granted by Chapter 39.34 RCW. THE PURPOSE OF THIS AGREEMENT is for the CONTRACTOR to provide Pollution Prevention Assistance (PPA) Specialists who will provide technical assistance and education outreach to small businesses in an effort to prevent pollution of waters of the state as part of the Pollution Prevention Assistance Partnership (formerly known as the Local Source Control (LSC) Partnership). WHEREAS, ECOLOGY has legal authority (RCW 70A.214 and RCW 70A.300) and the CONTRACTOR has legal authority (RCW 70A.214, RCW 70A.300, Renton Municipal Code 4-6- 030) that allows each party to undertake the actions in this agreement. THEREFORE, IT IS MUTUALLY AGREED THAT: 1) SCOPE OF WORK The CONTRACTOR shall furnish the necessary personnel, equipment, material and/or service(s) and otherwise do all things necessary for or incidental to the performance of the work set forth in Appendix A, Statement of Work, and Appendix B, Budget Detail, attached hereto and incorporated herein. 2) PERIOD OF PERFORMANCE The period of performance of this IAA will commence on July 1, 2021, and be completed by June 30, 2023, unless the Agreement is terminated sooner as provided herein. Amendments extending the period of performance, if any, shall be at the sole discretion of ECOLOGY. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 2 Version 5/20/2020 3) COMPENSATION Compensation for the work provided in accordance with this IAA has been established under the terms of RCW 39.34.130 and RCW 39.26.180(3). This is a performance-based agreement, under which payment is based on the successful completion of expected deliverables and compliance with all terms and conditions. Compensation for this agreement will be released in two 1-year phases. Phase One is limited to 50 percent of the project budget and Phase Two can be up to the remaining percentage of the project budget. On or before August 15, 2022, ECOLOGY will evaluate available funding and the CONTRACTOR’s performance and progress towards meeting contract deliverables and spending. To release the second year funding the CONTRACTOR, by June 30, 2022, must: 1. Complete a minimum of 40% of the total site visit deliverables, and 2. Utilize 40% of the total compensation award. If performance obligations have been met and funding is available per ECOLOGY’s determination, the full year 2 budget award will be considered available. Should the CONTRACTOR fail to make satisfactory progress or funding is limited, ECOLOGY will determine the appropriate additional funding to release for year 2 of the contract. ECOLOGY will consider various factors in determining year 2 funding including, but not limited to, available funding, performance to date, staff vacancies, time and costs spent on unique program elements, and potential circumstances beyond the CONTRACTOR’s control. The source of funds for this IAA is Model Toxics Control Operating Account (23P), Model Toxics Control Capital Account (23N). Both parties agree to comply with all applicable rules and regulations associated with these funds. The parties have determined that the cost of accomplishing the work identified herein will not exceed one hundred seventy-five thousand dollars and zero cents ($175,000.00), including any indirect charges. Payment for satisfactory performance of the work shall not exceed this amount unless the parties mutually agree via an amendment to a higher amount. Compensation for services shall be based on the terms and tasks set forth in Appendix A, Statement of Work. ECOLOGY will not make payment until it has reviewed and accepted the work. Travel expenses (meals, lodging, and mileage) will be reimbursed according to current state rates at the time of travel, not to exceed the budget (see Appendix B, Budget Detail). Purchase of source control tools or equipment (e.g. spill kits, plastic drum covers) and promotional items for distribution to businesses under this contract must be listed in Goods and Services budget or Equipment budget in Appendix B. Any purchases of equipment or goods and services over $1,000.00 not specifically listed in Appendix B must be pre-approved by ECOLOGY. When the agreement expires, or when the equipment is no longer needed for the originally authorized purpose (whichever comes first) the disposition of equipment shall be at ECOLOGY’s sole discretion. Indirect rates will be paid as indicated in Appendix B, Budget Detail. Changes to the indirect rate may be considered by ECOLOGY. CONTRACTOR shall provide supporting documentation necessitating the change to ECOLOGY. ECOLOGY’s approval will be communicated by e-mail. An increase in indirect rate does not increase the total contract award. Changes are handled by adjusting the budget between categories listed in Appendix B. Changes to the total budget cost of the contract shall require an amendment. The budget referenced in Appendix B may be adjusted between categories (with the exception of the voucher program budget category), with ECOLOGY’s preapproval, and as long as the total budget is not exceeded. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 3 Version 5/20/2020 ECOLOGY may, at its sole discretion, withhold payments claimed by the CONTRACTOR for services rendered, if the CONTRACTOR fails to satisfactorily comply with any term or condition of this Agreement. 4) BILLING AND PAYMENT PROCEDURE Payment requests shall be submitted on state form, Invoice Voucher A19-1A. Invoice voucher shall reference the Agreement (IAA) number and clearly identify those items that relate to performance under this Agreement. Invoices shall describe and document to ECOLOGY’s satisfaction a description of the work performed, the progress of the work, and related costs. Each invoice shall bill for actual hours worked during the quarter. The actual hours billed may be higher (as long as the total budget compensation award is not exceeded) or lower than the FTE estimate in Appendix A, Statement of Work. Attach supporting documentation to the invoice. See Appendix A, sections IV, V, and X for additional information (and section XI, Voucher Program if applicable). Send invoices to: State of Washington Department of Ecology Hazardous Waste & Toxics Reduction Program Attn: Elaine Snouwaert 4601 N. Monroe Street Spokane, WA 99205 Or Electronically submit invoices to Elaine Snouwaert at Elaine.Snouwaert@ecy.wa.gov Payment requests will be submitted on a quarterly basis. Invoices must be submitted by the dates outlined in Appendix A, section X. Upon expiration of this Agreement, any claim for payment not already made shall be submitted to ECOLOGY within 30 days after the expiration date or the end of the fiscal year, whichever is earlier. Payment will be made within thirty (30) days of submission of a properly completed invoice (form A19- 1A) with supportive documentation. All expenses invoiced shall be supported with copies of invoices paid. Payment will be issued through Washington State’s Office of Financial Management’s Statewide Payee Desk. To receive payment, CONTRACTOR must register as a statewide vendor by submitting a statewide vendor registration form and an IRS W-9 form at website, https://ofm.wa.gov/it-systems/statewide- vendorpayee-services. For questions about the vendor registration process, contact Statewide Payee Help Desk at (360) 407-8180 or email PayeeRegistration@ofm.wa.gov. 5) ALTERATIONS AND AMENDMENTS This Agreement may be amended by mutual agreement of the parties. Such amendments shall not be binding unless they are in writing and signed by personnel authorized to bind each of the parties. 6) ASSIGNMENT The work to be provided under this Agreement, and any claim arising thereunder, is not assignable or delegable by either party in whole or in part, without the express prior written consent of the other party, which consent shall not be unreasonably withheld. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 4 Version 5/20/2020 7) ASSURANCES Parties to this Agreement agree that all activity pursuant to this agreement will be in accordance with all the applicable current federal, state, and local laws, rules, and regulations. 8) CONFORMANCE If any provision of this Agreement violates any statute or rule of law of the state of Washington, it is considered modified to conform to that statute or rule of law. 9) DISPUTES Parties to this Agreement shall employ every effort to resolve a dispute themselves without resorting to litigation. In the event that a dispute arises under this Agreement that cannot be resolved among the parties, it shall be determined by a Dispute Board in the following manner. Each party to this Agreement shall appoint one member to the Dispute Board. The members so appointed shall jointly appoint an additional member to the Dispute Board. The Dispute Board shall review the facts, agreement terms, and applicable statutes and rules, and then make a determination of the dispute. The determination of the Dispute Board shall be final and binding on the parties hereto, unless restricted by law. The cost of resolution will be borne by each party paying its own cost. As an alternative to this process, if state agencies, either of the parties may request intervention by the Governor, as provided by RCW 43.17.330, in which event the Governor's process will control. The parties may mutually agree to a different dispute resolution process. 10) FUNDING AVAILABILITY ECOLOGY’s ability to make payments is contingent on availability of funding. In the event funding from state, federal, or other sources is withdrawn, reduced, or limited in any way after the effective date and prior to completion or expiration date of this Agreement, ECOLOGY, at its sole discretion, may elect to terminate the Agreement, in whole or part, for convenience or to renegotiate the Agreement subject to new funding limitations and conditions. ECOLOGY may also elect to suspend performance of the Agreement until ECOLOGY determines the funding insufficiency is resolved. ECOLOGY may exercise any of these options with no notification restrictions, although ECOLOGY will make a reasonable attempt to provide notice. In the event of termination or suspension, ECOLOGY will reimburse eligible costs incurred by the CONTRACTOR through the effective date of termination or suspension. Reimbursed costs must be agreed to by ECOLOGY and the CONTRACTOR. In no event shall ECOLOGY’s reimbursement exceed ECOLOGY’s total responsibility under the agreement and any amendments. 11) GOVERNING LAW AND VENUE This Agreement is entered into pursuant to and under the authority granted by the laws of the state of Washington and any applicable federal laws. The provisions of this Agreement shall be construed to conform to those laws. This Agreement shall be construed and interpreted in accordance with the laws of the state of Washington, and the venue of any action brought hereunder shall be the Superior Court for Thurston County. 12) INDEPENDENT CAPACITY The employees or agents of each party who are engaged in the performance of this Agreement shall continue to be employees or agents of that party and shall not be considered for any purpose to be employees or agents of the other party. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 5 Version 5/20/2020 13) ORDER OF PRECEDENCE In the event of an inconsistency in the terms of this Agreement, or between its terms and any applicable statute or rule, the inconsistency shall be resolved by giving precedence in the following order: a. Applicable federal and state of Washington statutes, regulations, and rules. b. Mutually agreed upon written amendments to this Agreement. c. This Agreement, number C2200051. d. Appendix A, Statement of Work. e. Appendix B, Budget Detail. f. Appendix C, Special Terms and Conditions. g. Any other provisions or term of this Agreement, including materials incorporated by reference or otherwise incorporated. 14) RECORDS MAINTENANCE The parties to this Agreement shall each maintain books, records, documents, and other evidence that sufficiently and properly reflect all direct and indirect costs expended by either party in the performance of the service(s) described herein. These materials shall be subject to inspection, review, or audit by personnel of both parties, other personnel duly authorized by either party, the Office of the State Auditor, and federal officials so authorized by law. All books, records, documents, and other materials relevant to this Agreement must be retained for six years after expiration of this Agreement. The Office of the State Auditor, federal auditors, and any persons duly authorized by the parties shall have full access and the right to examine any of these materials during this period. Each party will utilize reasonable security procedures and protections for all materials related to this Agreement. All materials are subject to state public disclosure laws. 15) RESPONSIBILITIES OF THE PARTIES Each party of this Agreement hereby assumes responsibility for claims and/or damages to persons and/or property resulting from any act or omissions on the part of itself, its employees, its officers, and its agents. Neither party will be considered the agent of the other party to this Agreement. 16) RIGHTS IN DATA Unless otherwise provided, data which originates from this Agreement shall be "work made for hire" as defined by the United States Copyright Act, Title 17 U.S.C. section 101 and shall be owned by state of Washington, ECOLOGY. Data shall include, but not be limited to, reports, documents, pamphlets, advertisements, books magazines, surveys, studies, computer programs, films, tapes, and/or sound reproductions. Ownership includes the right to copyright, patent, and register these items, and the ability to transfer these rights. 17) SEVERABILITY If any provision of this Agreement or any provision of any document incorporated by reference shall be held invalid, such invalidity shall not affect the other provisions of this Agreement which can be given effect without the invalid provision, if such remainder conforms to the requirements of applicable law and the fundamental purpose of this Agreement, and to this end the provisions of this Agreement are declared to be severable. 18) SUBCONTRACTORS CONTRACTOR agrees to take complete responsibility for all actions of any Subcontractor used under this Agreement for the performance. When federal funding is involved there will be additional contractor and subcontractor requirements and reporting. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 6 Version 5/20/2020 Prior to performance, all subcontractors who will be performing services under this Agreement must be identified, including their name, the nature of services to be performed, address, telephone, WA State Department of Revenue Registration Tax number (UBI), federal tax identification number (TIN), and anticipated dollar value of each subcontract. Provide such information to ECOLOGY’s Agreement manager. 19) SUSPENSION FOR CONVENIENCE ECOLOGY may suspend this Agreement or any portion thereof for a temporary period by providing written notice to the CONTRACTOR a minimum of seven (7) calendar days before the suspension date. CONTRACTOR shall resume performance on the first business day following the suspension period unless another day is specified in writing by ECOLOGY prior to the expiration of the suspension period. 20) TERMINATION FOR CAUSE If for any cause, either party does not fulfill in a timely and proper manner its obligations under this Agreement, or if either party violates any of these terms and conditions, the aggrieved party will give the other party written notice of such failure or violation. The responsible party will be given the opportunity to correct the violation or failure within fifteen (15) business days. If failure or violation is not corrected, this Agreement may be terminated immediately by written notice of the aggrieved party to the other. 21) TERMINATION FOR CONVENIENCE Either party may terminate this Agreement without cause upon thirty (30) calendar day prior written notification to the other party. If this Agreement is so terminated, the parties shall be liable only for performance rendered or costs incurred in accordance with the terms of this Agreement prior to the effective date of termination. 22) WAIVER A failure by either party to exercise its rights under this Agreement shall not preclude that party from subsequent exercise of such rights and shall not constitute a waiver of any other rights under this Agreement unless stated to be such in a written amendment to this Agreement signed by an authorized representative of the parties. 23) AGREEMENT MANAGEMENT The representative for each of the parties shall be responsible for and shall be the contact person for all communications, notifications, and billings questions regarding the performance of this Agreement. The parties agree that if there is a change in representatives, they will promptly notify the other party in writing of such change, such changes do not need an amendment. The ECOLOGY Representative is: The CONTRACTOR Representative is: Name: Elaine Snouwaert Address: 4601 N. Monroe Street Spokane, WA 99205 Phone: (509) 329-3503 office (509) 385-5169 cell Email: Elaine.Snouwaert@ecy.wa.gov Name: Kristina Lowthian Address: 1055 S Grady Way Renton, WA 98057 Phone: (425) 430-7249 Email: klowthian@rentonwa.gov Fax: (425) 430-7241 AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 7 Version 5/20/2020 24) ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto. The signatories to this Agreement represent that they have the authority to bind their respective organizations to this Agreement. IN WITNESS WHEREOF, the parties below, having read this Agreement in its entirety, including all attachments, do agree in each and every particular as indicated by their signatures below. State of Washington Department of Ecology By: City of Renton By: Signature Date Signature Date Darin Rice Armondo Pavone Hazardous Waste and Toxics Reduction Program Manager Mayor AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 8 Version 5/20/2020 APPENDIX A STATEMENT OF WORK City of Renton Section I. Introduction This Statement of Work is for the 2021-2023 biennial Interagency Agreement (IAA) for the Pollution Prevention Assistance (PPA) Partnership, which is overseen by the Washington State Department of Ecology (ECOLOGY), Hazardous Waste and Toxics Reduction Program. The mission of the Pollution Prevention Assistance Partnership is: “We protect Washington’s residents and environment by helping small businesses reduce toxic chemical use, safely manage dangerous waste, and keep stormwater free of pollutants.” The CONTRACTOR, through their Pollution Prevention Assistance (PPA) program, will conduct multimedia source control site visits and pollution prevention activities to businesses that are small quantity generators (SQGs) of dangerous waste. In this context an SQG is any business, non-profit, facility, school, or other organization that generates less than 220 pounds of dangerous waste per calendar month and less than 2.2 pounds of extremely hazardous waste per calendar year. The site visits, along with other pollution prevention activities conducted by the CONTRACTOR, will be designed to reduce or eliminate dangerous waste and other pollutants at the source through best management practices that prevent spills and discharges to ground, air, and water (especially to industrial wastewater and stormwater). To further facilitate the reduction or elimination of toxic chemical use at the source, the CONTRACTOR will seek and discuss opportunities to assist businesses with switching processes, products, or equipment to use effective safer-alternatives. This program will be known as the “Product Replacement Program” or PRP. The PPA work is expected to fall within these general proportions: Technical Assistance (TA) visits (approximately 10-15% of TA visits will involve PRP) (see Section III) 65% Unique Program Elements (see Section II) 25% Training (see Section VIII) 5% Other (admin, staff meetings, etc.) 5% AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 9 Version 5/20/2020 The CONTRACTOR is expected to: • Interact with other partners within the PPA Partnership to provide technical assistance and training, and share resources and experiences. • Set up alerts to receive notifications when requests for information have been made on the PPA Partnership SharePoint Discussion Board. • Ensure at least one staff member is available to provide timely information and feedback to ECOLOGY’s PPA Coordinator and to attend mandatory meetings and trainings. Feedback on Partnership goals, direction, and projects will occasionally be requested via online surveys and email requests. • Act in a professional and ethical manner, and shall avoid any conflict of interest that might influence the CONTRACTOR’s actions or judgment. • Disclose immediately to ECOLOGY any interest, direct or indirect, that might be construed as prejudicial in any way to the professional judgment of the CONTRACTOR in rendering service under this Agreement. Key staff, estimated FTE, and their roles are identified in Table 1. Please note, this is an estimate of time dedicated to this contract over the full two years of the contract; quarterly invoicing must reflect actual hours worked even if hours are higher or lower than the FTE estimate. Table 1: Key Staff Staff Name Estimated FTE Role Kristina Lowthian 0.05 Contract Management ECOSS 1 PPA Specialist Kristina Lowthian 0.0 Billing ECOSS 0.0 (included above) Outreach/Support & Train Staff when hired. Section II. Unique Program Elements The CONTRACTOR will conduct the unique elements for their PPA program, outlined in Table 2. Table 2: Unique Program Elements Program Element Deliverable(s) All-Staff Planning Committee - Four separate committees (one for each training event) made up of PPA specialists and Ecology. Work with one or two other jurisdictions to plan 1 All-Staff Training Event (virtually or in-person) With other committee members determine a lead to schedule planning meetings, track tasks, and finalize the agenda. Arrange for meeting logistics (venue, food and beverage if in person) and speakers. Video Outreach Development Committee – PPA specialists will collaborate to develop videos for Participate on a committee to develop short videos or other electronic messaging to communicate messages about BMPs and advertise PPA services to businesses (in other languages as appropriate). AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 10 Version 5/20/2020 business sector audiences under the guidance of Ecology staff. Work with the other members of the committee and Ecology to draft and finalize a work plan. This work plan should describe the roles and responsibilities of participants and outline the tasks to be completed. Participate in at least 90% of the workgroup meetings. If you are unable to attend the meeting, give the RCW lead as much notice as possible, and follow up with any assignments or document review as soon as possible. Review all materials. Section III. Technical Assistance Visits The CONTRACTOR will conduct technical assistance site visits to small quantity generators of dangerous wastes, and to businesses or organizations that have the potential to pollute stormwater. Approximately 60% of the visits will be Initial Visits. If Initial Visits fall below 60%, combined Initial Visits and Follow-up Visits must account for at least 80% of the total visits. While necessary, efforts should be made to minimize Screening Visits. • An Initial Visit occurs at the actual site and results in a completed ‘checklist’ (or enough data gathered to complete data entry into the LSC database). It will either be the first complete visit to a site OR the first visit in two or more years. • A Screening Visit is an attempted visit to the site, but the business declined or put off the visit, OR you were interrupted during the visit and were unable to gather complete data, OR you discover that the facility does not exist anymore OR you discover that the business does not qualify for a visit under the PPA program (e.g. it is a medium or large quantity generator). • A Follow-Up Visit should occur within 90 days of the Initial Visit. Follow-up should generally be done through an on-site visit. However, a phone conversation, mail or email exchange may count as a Follow-Up Visit if it includes confirmation that the issues that were identified in the initial visit were resolved. Follow-up Visits must be conducted to resolve High Priority Environmental Issues (See section below). Table 3: Number of Technical Assistance Visits Number of Total Visits 300 Target for Initial Visits 175 Target for Follow-up Visits 100 Business sectors, organizations, waste streams, and/or geographical area that will provide a focus for the 2021-2023 technical assistance visits are listed in Table 4. Table 4: Technical Assistance Targets Target Rationale for selecting Automotive, Light Industrial, Dry Cleaning, Distribution Centers Focus on those business sectors with a high risk of creating stormwater pollution or having/accumulating hazardous wastes. Awareness of liability if businesses have a spill. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 11 Version 5/20/2020 Food Service, Grocery Stores, Mini-marts, and Retail Common sources of pollution such cars and trucks, loading/unloading, and cleaning products will be addressed here. Awareness of liability if businesses have a spill. Property Management and Services Common sources of pollution including shared areas, dumpsters/compactors, cleaning, and loading/unloading will be addressed here. Awareness of liability if businesses have a spill. ECOLOGY may direct a portion of technical assistance visits toward specific priority sources or contaminants. High Priority Environmental Issues The below list is ECOLOGY’s high priority environmental issues because they have the potential to directly impact human health and/or the environment. If one or more of these issues are found during a site visit, a Follow-up visit is justified but not necessarily required. The severity of the issue will help determine if a Follow-up visit is necessary. A Follow-up visit to a business for other (non-high priority) issues is at the discretion of the CONTRACTOR. When unable to resolve high priority environmental issues, the Pollution Prevention Specialist will refer the issue to ECOLOGY or other appropriate agency. Serious concerns about impacts to human health and/or the environment warrant a consultation with ECOLOGY or other regulatory agencies to determine whether or not the issue needs to be referred. • Hazardous waste being improperly designated • Hazardous waste being improperly disposed • Hazardous products/wastes being improperly stored • Compromised dangerous waste containers need to be repaired or replaced • Illegal plumbing connection • Illicit discharge of wastewater to storm drain • Improperly stored containerized materials • Improperly stored non-containerized materials • Leaks and spills in dangerous waste storage areas Visit Guidance The following guidance applies to technical assistance visits, unless otherwise discussed with ECOLOGY: 1. Prior to the visit: • Coordinate with other entities that may be conducting business visits in the area to reduce potential “inspection fatigue.” • Check with ECOLOGY Urban Waters staff (where applicable) to ensure that the business is not currently being visited by Urban Waters staff. • Research site and issues prior to the visit using a combination of data sources such as LSC Database for previous visits or visits to similar businesses, industry resources, news articles, etc. • To the extent possible, verify the site is not a medium or large quantity generator. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 12 Version 5/20/2020 • Check to see if a sector specific Checklist or Tip Sheet is available on the PPA Partnership SharePoint site to help guide the visit. 2. During the visit: • Provide technical assistance on proper management of dangerous waste, prevention of stormwater pollution, spill prevention, and reduction of hazardous substance use (when applicable). • Ensure, at a minimum, all items on the basic Checklist are reviewed. If while at the site, it becomes apparent the business is a medium or large quantity generator, either complete the visit and count it as a screening visit, OR formally refer the dangerous waste portion to ECOLOGY to count it as a full initial visit. This site should not be scheduled for future visits, unless it is likely their generator status has changed to qualify as an SQG. • If appropriate, encourage businesses to participate in local green business programs, such as the EnviroStars business certification program. • If a Product Replacement Program (PRP) opportunity exists for the business, discuss the opportunity, terms and conditions, and steps to qualify as outlined in Section V. • Discuss spill response preparedness and offer spill kit for developing a plan. Funds can be used to purchase spill kits to provide to businesses. Occasionally ECOLOGY will provide spill kits through a bulk order, if funding is available. • If possible, photograph observed issues for before and after success stories. • Activities that may be beneficial during the visit include, but are not limited to, walking the site (interior and exterior), checking storm drains, checking for illicit connections, checking dumpster and waste storage, providing handouts, and ensuring necessary permits are in place. 3. At the end of the visit or after the visit: • Provide written follow-up to document the results of the visit. This can be done by leaving a copy of the ‘Checklist’ or other documentation with the business at the end of the visit, by using a commitment postcard (format available in Branding Documents on PPA Partnership SharePoint), by sending a follow-up letter/email, or alternatively by sending a ‘thank you’ postcard if no issues were identified. • If necessary, coordinate with other agencies (e.g. the fire marshal, code enforcement, stormwater, wastewater treatment, and/or moderate risk waste staff) to ensure that the information you are providing is consistent with the other agency’s regulations and/or best management practices. • The PPA Specialists will make referrals to ECOLOGY as needed and report results. Section IV. Partnership Branding and Outreach When unique outreach or educational materials are developed by the CONTRACTOR using PPA Partnership funds, a draft must be sent to ECOLOGY for review and approval. To the extent feasible, the CONTRACTOR must utilize the Partnership’s branding tools and templates available to produce these materials. The intent of this requirement is to facilitate a unified image and consistent messaging across the Partnership. The Partnership logo and other branding resources are available on the PPA Partnership SharePoint site. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 13 Version 5/20/2020 It may be appropriate to include funding acknowledgement on some outreach materials. The CONTRACTOR will consult with ECOLOGY’s PPA Partnership Coordinator to determine whether funding acknowledgement is required. Finalized materials which may be useful to other Partnership contractors should be provided for upload to the resource Document Library on the PPA Partnership SharePoint Site. Each CONTRACTOR must maintain a PPA webpage which meets the minimum requirements developed by the 2020 Resource Consistency Workgroup. See PPA Partnership SharePoint Site for requirements. The incorporation of the minimum webpage requirements should be completed by June 30, 2022 unless otherwise approved by ECOLOGY. Section V. Product Replacement Program (PRP) The Product Replacement Program is designed to eliminate Persistent Bioaccumulative Toxic (PBT) chemicals from use in commerce. The PRP removes and replaces PBT chemicals present in products, processes, or technologies to help prevent toxics from entering the environment. One of the best and most effective ways to prevent further environmental contamination, protect water quality, and reduce human health risk is to eliminate these toxic chemicals at the source. The PRP assists businesses with switching to safer alternatives. PPA contractors are integral to the PRP. The CONTRACTOR will seek and discuss opportunities to assist businesses with switching processes, products, or equipment to use effective safer-alternatives. For technical assistance visits, where PRP is discussed, CONTRACTOR will record in the LSC Database the type of product or equipment replacement opportunity the business is interested in and other required information. The CONTRACTOR will assist ECOLOGY with the following programs: 1. Replacement of dry cleaning technology that uses perchloroethylene by visiting dry cleaners, discussing the program, assisting with required paperwork, and completing the final visit after new machine installation. Guidelines for this program are outlined in separate documents and posted on the PPA Partnership SharePoint. 2. Promoting awareness of the national mercury thermostat takeback program at appropriate businesses. Additional takeback and replacement programs ECOLOGY is exploring for addition to the PRP include, but are not limited to: 1. PFAS-containing firefighting foam takeback program. Currently ECOLOGY is working directly with fire departments, but this program may be expanded to businesses with PFAS-containing fire suppression systems. 2. Flame retardants in foam and equipment at gymnasiums, play centers, and recreation facilities. 3. Degreasers and solvents in parts washing systems in multiple business sectors. 4. PCB-containing light ballasts in schools. 5. Additional chemicals and products may also be added to this list. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 14 Version 5/20/2020 ECOLOGY, in collaboration with the PPA Partnership, will develop procedures and criteria, which must be met for a business to receive reimbursement for any of the above chemicals or products. PRP payments for reimbursement to the business will come directly from ECOLOGY and are not included within the CONTRACTOR’s funding compensation associated with this contract. The PRP reimbursement payment will be made through direct disbursement from ECOLOGY to the business implementing the product or equipment replacement. In order to facilitate these payments, the CONTRACTOR must assist ECOLOGY in maintaining records indicating how the business qualified for the PRP reimbursement per the PRP program’s eligibility criteria. Eligibility criteria will be developed by ECOLOGY and the Product Replacement Program Committee for each type of reimbursement offered. The CONTRACTOR will provide technical assistance to the business to help ensure the business qualifies for a PRP reimbursement payment from ECOLOGY by completing the following steps, unless otherwise specified in guidelines developed specific to an individual reimbursement. Specific requirements for individual reimbursement programs will be maintained on the PPA Partnerweb SharePoint site. 1. CONTRACTOR conducts technical assistance visit and provides business with recommendations to reduce or eliminate a qualifying chemical or product. These recommendations must be recorded in the LSC Database. 2. CONTRACTOR must communicate to the business that it may take up to 4 months to receive payment from ECOLOGY after purchase and that the business must respond to inquiries from ECOLOGY or the Office of Financial Management (OFM) in a timely manner to avoid delays in payment. 3. CONTRACTOR assists business as needed with paperwork required to apply for reimbursement, including a state payee registration form. 4. Business purchases approved product or equipment and converts fully to utilization of new product or equipment in accordance with the eligibility criteria for the PRP reimbursement. 5. Business submits receipts for the product or equipment purchase and installation to ECOLOGY’s PRP Coordinator. This submittal may be facilitated through the CONTRACTOR’s representative for some PRP projects. 6. CONTRACTOR may be requested by ECOLOGY to verify through a site visit and review of records that product or equipment has been installed per PPA Specialist or ECOLOGY recommendations, old product or equipment has been legally disposed of or decommissioned, and all other eligibility criteria have been met. For information about an optional voucher program that the CONTRACTOR can provide directly to a business, see Section XI. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 15 Version 5/20/2020 Section VI. Timeline Table 5: Timeline Time Period Goal for number of Site Visits Unique Program Element activities Technical Assistance Target activities July 1, 2021 – December 31, 2021 0 • Video Outreach Development Committee N/A January 1, 2022 – June 30, 2022 75 • Video Outreach Development Committee Automotive, Light Industrial, Dry Cleaning, Distribution Centers July 1, 2022 – December 31, 2022 75 • Video Outreach Development Committee • All-Staff Planning Committee Food Service, Grocery Stores, Mini-marts, and Retail January 1, 2023 – June 30, 2023 150 • None All business sectors Section VII. Local Source Control (LSC) Database Information gathered during technical assistance visits by the CONTRACTOR must include all of the elements that are listed in the most up-to-date PPA Checklist (check PPA Partnership SharePoint site for details) and be entered into ECOLOGY’s LSC database. The following guidance applies to all technical assistance visits, unless otherwise discussed with ECOLOGY: • Collect enough information to complete all of the applicable fields in ECOLOGY’s LSC database and enter it into the database within 15 work days of the visit. • If you make a referral to a regulatory agency, enter the information about the referral into the database within 15 work days of the referral. • Ensure that data entry is complete and accurate. • At a minimum all elements on the most recent version of ECOLOGY’s PPA Checklist must be checked at each business visit. Specialists must attest that they have verified all elements. o Additional sector specific checklists are available on the ECOLOGY PPA Partnership SharePoint Site. o CONTRACTOR may substitute use of their own version(s) of the checklist(s) as long as it contains all elements on ECOLOGY’s most recent checklist (See PPA Partnership SharePoint for details), and has been reviewed and approved by ECOLOGY staff. • Refer to the LSC database instructions posted in the database interface, or contact ECOLOGY PPA staff, for assistance with database entry. • If using paper checklists or equivalent documentation, maintain originals in accordance with your local public disclosure laws. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 16 Version 5/20/2020 Section VIII. Training ECOLOGY expects that the CONTRACTOR will provide basic training to the Pollution Prevention Assistance Specialists on topics relevant to their position. ECOLOGY will provide additional training to ensure that CONTRACTOR's staff are properly trained and supported to conduct PPA activities, and that experienced staff are exposed to new information, and have opportunities to share their expertise for the benefit of the PPA Partnership. The following types of training are provided. Table 6 below contains a tentative training schedule; ECOLOGY will communicate the final schedule to the CONTRACTOR. New PPA Specialist Mentoring and Training ECOLOGY staff and experienced PPA Specialists will provide a variety of training support to new PPA staff. ECOLOGY will provide new hires a “welcome email” within the first two weeks of work as a PPA Specialist. This email will provide instructions for accessing the PPA Partnership SharePoint, LSC Database, and guidance on resources and training. All Specialists are expected to create an “alert” for the PPA Partnership SharePoint Discussion Board to receive email alerts at least once per week when topics are posted. 1. New PPA Specialist Training & SharePoint Resources New PPA specialist training is provided in the form of self-paced online modules available through ECOLOGY’s PartnerWeb SharePoint site, and web-based discussion panels. The web-based discussion panels will be planned and conducted by ECOLOGY staff and include new specialists and experienced PPA specialists who can offer suggestions and feedback to new specialists. The discussion panels are scheduled for the second Thursday of every other month from 10:30 to 12:00. On occasion these meetings will need to be rescheduled to accommodate panelists or new specialists who cannot make the originally scheduled date. ECOLOGY staff will provide as much notice as possible when these panels are rescheduled. Schedule: 2. Field Mentoring & Training Review The CONTRACTOR will provide training to their new staff to ensure they can perform the work. In addition, ECOLOGY will assign two experienced PPA Specialists as mentors to provide field training and support to a new hire. If available, one mentor will be from the CONTRACTOR’s organization and the other mentor from another PPA contractor (partner) jurisdiction in as close proximity as possible. Mentors will be assigned within two weeks of notifying ECOLOGY of new staff hires. Field mentoring will involve a series of accompanied field visits designed by the mentor and ECOLOGY staff to support the needs of the new hire. When the mentor and new hire determine they Discussion Panel Schedule – July 2021 thru June 2023 2021 2022 2023 August 12, 2021 February 10, 2022 February 9, 2023 October 14, 2021 April 14, 2022 April 13, 2023 December 9, 2021 June 9, 2022 June 8, 2023 August 11, 2022 October 13, 2022 December 8, 2022 Attendance Requirement: All new specialists who have not yet attended six (6) discussion panels are required to attend. Panelists are required to attend all discussion panels. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 17 Version 5/20/2020 are ready, an ECOLOGY staff will accompany the new hire on a few technical assistance visits, to ensure that they are providing accurate information on proper waste management, spill prevention, storm water pollution prevention, and toxics reduction opportunities. All-Staff Trainings for all PPA Specialists All-Staff Trainings will be planned and conducted by teams of PPA Specialists from two to three PPA contractors (partners). When appropriate these trainings will be held in-person to facilitate interaction and networking between PPA Specialists, ECOLOGY, and invited presenters. Depending on current situations related to the COVID-19 pandemic or other health and safety concurs, All Staff Trainings may be held virtually via an online platform. Training topics are intended to help new staff become more competent in their work, and experienced staff to gain greater technical depth on relevant topics. ECOLOGY staff will determine the teams, provide initial guidance, review agendas, and provide support for planning and logistics. Schedule: Typically, these trainings are held the second Wednesday in September and March or April. The trainings are usually scheduled between 8:30 a.m. and 3:30 p.m. with overnight travel allowed for jurisdictions if needed (see state travel rules). ECOLOGY must pre-approve overnight travel if it is being charged to the PPA budget. When training is held virtually online, the training will be scheduled across two half-days. If staff and resources become available, ECOLOGY will add an additional All Staff Training event. An additional training event would likely be held in June. Attendance Requirement: Unless prior approval has been given by ECOLOGY, it is mandatory for at least one PPA specialist per jurisdiction to attend the All Staff Trainings. This person is responsible for disseminating information back to the PPA specialists from that jurisdiction. Managers are welcome but not required to attend. Generally, training substitutions are not allowed for the All Staff Trainings, however, exceptions may apply. ECOLOGY staff must approve non- emergency absences or training substitutions at least two weeks prior to the training. Webinar Trainings ECOLOGY conducts Webinars during most of the months that do not have All Staff Trainings. These sessions are intended to expose PPA Specialists to new information or technical topics relevant to their work. Suggestions on topics and speakers are welcomed from PPA contractors (partners). ECOLOGY will also ask PPA contractors to present on case studies. Schedule: These are one and a half hour sessions, held on the second Wednesday of the month. Occasionally these sessions will need to be scheduled at alternative times to accommodate speaker availability. Up to eight Webinars will be scheduled each year. Attendance Requirement: Each PPA Specialist must attend at least six of the eight Webinars each year. Another type of training that is relevant to PPA Specialists’ work may be substituted for up to two of the Webinars. Notification of the substitution must be provided to and pre-approved by ECOLOGY at least two weeks in advance of the Webinar. AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 18 Version 5/20/2020 Table 6: Tentative Training Schedule (subject to change) Date Type Date Type July, 2021 No training July, 2022 No training August 11, 2021 Webinar August 10, 2022 Webinar September 8-9, 2021 Webinar or All-Staff* September 14-15, 2022 Webinar or All-Staff* October 13-14, 2021 Webinar or All-Staff* October 12-13, 2022 Webinar or All-Staff* November 10, 2021 Webinar November 9, 2022 Webinar December 8, 2021 Webinar December 14, 2022 Webinar January 12, 2022 Webinar January 11, 2023 Webinar February 9, 2022 Webinar February 8, 2023 Webinar March 9-10, 2022 Webinar or All-Staff* March 8-9, 2023 Webinar or All-Staff* April 13-14, 2022 Webinar or All-Staff* April 12-13, 2023 Webinar or All-Staff* May 11, 2022 Webinar May 10, 2023 Webinar June 8, 2022 Webinar June 14, 2021 Webinar * When possible an in-person All Staff Training will be held in conjunction with the NW Chapter Annual Conference. Section IX. Reporting and Contract Changes Quarterly Progress Reports A brief progress report shall be submitted quarterly with each invoice (see schedule in Section X, Table 7). This report should indicate the work completed during the quarter and billed on the invoice, including the type and number of visits conducted, progress on Unique Program Elements, and any other information regarding contract performance that should be brought to ECOLOGY’s attention. The Progress report must also include the number of visits where the PRP was presented and discussed. The Progress report should only include the status of the work conducted during the quarter and NOT include a roll-up of progress to-date since it services as backup documentation for the expenses included in the quarterly invoicing, see Section X. Annual Reports Annual reports are used to briefly summarize contract status to-date including: number of site visits performed, Unique Program Element activities conducted, Technical Assistance Target activities conducted, lessons learned, and budget status. Annual reports shall be provided to ECOLOGY by July 31, 2022 and July 31, 2023. The report shall include two to three ‘case studies’ of a business or organization that benefitted from a PPA site visit. Photographs of the business before and after the visit, showing the beneficial changes should be provided, if at all possible. The second year annual report should capture details for the full contract period as ECOLOGY will use these reports to create a biennial report on the Partnership. ECOLOGY will make report templates available on the PPA Partnership SharePoint. ECOLOGY will request, with advanced notice, that PPA CONTRACTORs provide presentations on their case studies at Webinars and All-Staff meetings. Contract Changes Any of the following changes shall be reported to the ECOLOGY PPA Partnership Coordinator within 10 business days: • Key personnel changes (staff or manager leaving, new hires, etc.) AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 19 Version 5/20/2020 • Initiation of or changes to a subcontract (see Section 18 of the Interagency Agreement for specific information that is required regarding subcontractors) Section X. Invoicing Invoice (billing) procedures are outlined in the Interagency Agreement, (see Section 4). In addition, the following information is provided: • See also Appendix A, Statement of Work, Section V. • The Invoice Voucher (form A19-1A) must have a wet signature or scanned if submitted electronically. If submitting a scanned copy, the CONTRACTOR will retain original signed A- 19-1A in CONTRACTOR’s records per record retention requirements. • Support documents may be submitted via email. • Each invoice shall only bill for actual hours worked during the quarter which may be higher or lower than the FTE estimate in Section I, Table 1 of Appendix A, Statement of Work. • Quarterly invoicing will follow the schedule in Table 7. Table 7: Invoicing Schedule Quarter Months Due Date 1 July, August, September 2021 November 10, 2021 2 October, November, December 2021 February 10, 2022 3 January, February, March 2022 May 10, 2022 4 April, May, June 2022 July 31, 2022 (earlier Due Date due to end of fiscal year requirements) 5 July, August, September 2022 November 10, 2022 6 October, November, December 2022 February 10, 2023 7 January, February, March 2023 May 10, 2023 8 April, May, June 2023 July 31, 2023 (earlier Due Date due to end of biennium requirements) AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 20 Version 5/20/2020 Section XII. Resources The following are resources to materials referenced in this contract. Links to and the resources listed are subject to change. • PPA Partnership SharePoint: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/SitePages/Home.aspx • LSC Database: http://ecyaphwtr/lsc/Home.aspx • Invoice Voucher A19-1A: https://des.wa.gov/sites/default/files/public/documents/HRPayroll/SACS/A-19- 1AForm.doc?=5c82f • Partnership Report Templates: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/Templates/Forms/AllItems.aspx • Checklists & Tip Sheets: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/_layouts/15/start.aspx#/Checklist%20%20 Tip%20Sheets/Forms/AllItems.aspx • New Specialist Training modules: https://partnerweb.ecy.wa.gov/sites/HWTR/LSC2016/_layouts/15/start.aspx#/New%20Specialist %20Training/Forms/AllItems.aspx • Travel Per Diem Rates: https://www.ofm.wa.gov/sites/default/files/public/resources/travel/colormap.pdf AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 21 Version 5/20/2020 APPENDIX B BUDGET DETAIL See sections #3, Compensation, and #4, Billing and Payment Procedures, for additional instructions. Category Amount Salaries $4,000.00 Benefits $1,000.00 Subcontracts $170,000.00 Goods & Services (see Table A) $0.00 Equipment (see Table B) $0.00 Travel/Training $0.00 Voucher Program (Section XI) $0.00 Subtotal Direct Costs $175,000.00 Indirect Costs* Rate (%) n/a Indirect amount $0.00 Total Award $175,000 Table A. Goods & Services (items over $1000 must be listed here or approved by ECOLOGY prior to reimbursement) Estimated Cost Table B. Equipment (items over $1000 must be listed here or approved by ECOLOGY prior to reimbursement) Estimated Cost AGENDA ITEM #6. i) State of Washington, Department of Ecology IAA No. C2200051 City of Renton 22 Version 5/20/2020 APPENDIX C SPECIAL TERMS AND CONDITIONS 1) Certification Regarding Suspension, Debarment, Ineligibility or Voluntary Exclusion a) CONTRACTOR, by signing this agreement, certifies that it is not suspended, debarred, proposed for debarment, declared ineligible or otherwise excluded from contracting with the federal government, or from receiving contracts paid for with federal funds. If the CONTRACTOR is unable to certify to the statements contained in the certification, they must provide an explanation as to why they cannot. b) CONTRACTOR shall provide immediate written notice to ECOLOGY if at any time the CONTRACTOR learns that its certification was erroneous when submitted or had become erroneous by reason of changed circumstances. c) The terms covered transaction, debarred, suspended, ineligible, lower tier covered transaction, participant, person, primary covered transaction, principal, proposal, and voluntarily excluded, as used in this clause, have the meaning set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact ECOLOGY for assistance in obtaining a copy of those regulations. d) CONTRACTOR agrees it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under the applicable Code of Federal Regulations, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction. e) CONTRACTOR further agrees by signing this agreement, that it will include this clause titled “CERTIFICATION REGARDING SUSPENSION, DEBARMENT, INELIGIBILITY OR VOLUNTARY EXCLUSION” without modification in all lower tier covered transactions and in all solicitations for lower tier covered transactions. f) Pursuant to 2CFR180.330, the CONTRACTOR is responsible for ensuring that any lower tier covered transaction complies with certification of suspension and debarment requirements. g) CONTRACTOR acknowledges that failing to disclose the information required in the Code of Federal Regulations may result in the delay or negation of this funding agreement, or pursuance of legal remedies, including suspension and debarment. h) CONTRACTOR agrees to keep proof in its agreement file, that it, and all lower tier CONTRACTORS or subcontractors, are not suspended or debarred, and will make this proof available to ECOLOGY before requests for reimbursements will be approved for payment. CONTRACTOR must run a search in http://www.sam.gov and print a copy of completed searches to document proof of compliance. AGENDA ITEM #6. i) 1  CITY OF RENTON, WASHINGTON    RESOLUTION NO. ________      A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, SETTING A PUBLIC  HEARING DATE REGARDING VACATION OF A PORTION OF CHELAN AVENUE NE  AT APPROXIMATELY THE 1100TH BLOCK OF CHELAN AVENUE NE, NORTH OF NE  10TH STREET. (CHELAN AVE NE STREET VACATION; VAC‐21‐001.)    WHEREAS, a petition was filed with the City Clerk, pursuant to the requirements of  chapter 35.79 RCW, petitioning for the vacation of a portion of Chelan Avenue NE, as hereinafter  more particularly described, and the petition was signed by the owners of more than two‐thirds  (2/3) of the property abutting upon that portion of the street sought to be vacated, and same  being described in Exhibit “A,” and depicted in Exhibit “B,” attached hereto and made a part  hereof as if fully set forth herein:   (A Portion of Chelan Avenue NE at Approximately the 1100th Block of Chelan  Avenue NE, North of NE 10th Street [the “Street”]);   NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  RESOLVE AS FOLLOWS:   SECTION I. That the 22nd day of November, 2021, at the hour of 7:00 P.M., is hereby  fixed as the date and time for a public hearing to consider the above‐mentioned petition for  vacating the Street; which hearing date is not more than sixty (60) nor less than twenty (20) days  from the date of passage of this resolution.  1. The public hearing will be held by means of the Zoom video conferencing web  application which includes a local phone‐in option.  Further information follows.  2. Public hearing testimony will be accommodated through the Zoom platform. The  public is requested to sign up for such testimony by calling 425‐430‐6501 or emailing  cityclerk@rentonwa.gov or jsubia@rentonwa.gov by 10:00 a.m. on the day of the  AGENDA ITEM # 8. a) RESOLUTION NO. ________  2  public hearing. The public may also submit comments in writing to  cityclerk@rentonwa.gov by 5:00 p.m. on the day of the public hearing.  3. To attend the public hearing by Zoom, please:   (A) copy and paste or type the following URL into a web browser:   https://us02web.zoom.us/j/84938072917?pwd=TUNCcnppbjNjbjNRMWpZaXk2b jJnZz09;   or   (B) call‐in to the Zoom public hearing by dialing 253‐215‐8782 and entering 849 3807  2917 and then entering the passcode 156708;   or   (C) by 5:00 p.m. on the day of the public hearing, call 425‐430‐6501 to request an  invitation with a link to the meeting.   SECTION II. The City Clerk is hereby authorized and directed to give notice of the time  and date of the public hearing as provided in RMC 9‐14‐3.A, including instructions on accessing  the hearing via Zoom, if applicable, and/or providing comment, and any and/or all persons  interested therein or objecting to said vacation may then appear and be heard, or they may file  their written objections with the City Clerk at or prior to the time of public hearing on the  vacation.   SECTION III. After the close of the public hearing, the City Council shall determine  whether the vacation of the Street should be granted.  If the City Council determines that the  Street should be vacated, the City reserves the right to retain an easement for public utility and  related purposes.  AGENDA ITEM # 8. a) RESOLUTION NO. ________  3  SECTION IV. If the City Council determines that the Street should be vacated, at a future  date to be determined, the City Council shall determine the classification of the Street to be  vacated and, in accordance with the discretion provided in RCW 35.79.030, the amount of  compensation, if any, to be paid by the petitioner‐owner(s) to the City for such vacation.             PASSED BY THE CITY COUNCIL this ______ day of _______________________, 2021.        ______________________________  Jason A. Seth, City Clerk     APPROVED BY THE MAYOR this ______ day of _______________________, 2021.        ______________________________  Armondo Pavone, Mayor             Approved as to form:      ______________________________  Shane Moloney, City Attorney    RES:1887:10/8/21     AGENDA ITEM # 8. a) RESOLUTION NO. ________  4         AGENDA ITEM # 8. a) RESOLUTION NO. ________  5    AGENDA ITEM # 8. a) 1  CITY OF RENTON, WASHINGTON    ORDINANCE NO.         AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING THE CITY  OF RENTON FISCAL YEARS 2021/2022 BIENNIAL BUDGET AS ADOPTED BY  ORDINANCE NO. 5991 AND AMENDED BY ORDINANCE NOS. 6017 AND 6021, BY  INCREASING THE BUDGETED REVENUES AND EXPENDITURES BY $39,469,098  AND $23,744,620, RESPECTIVELY; AMENDING THE 2021 SALARY TABLE; AND  ESTABLISHING AN EFFECTIVE DATE.    WHEREAS, on November 9, 2020, the City Council adopted Ordinance No. 5991 adopting  the City of Renton’s 2021/2022 Biennial Budget; and  WHEREAS, on May 3, 2021, the City Council adopted Ordinance No. 6017 carrying  forward funds appropriated in 2020, but not expended in 2020 due to capital project  interruptions and delays in invoice payments, which needed to be carried forward and  appropriated for expenditure in 2021 requiring an adjustment to the 2021/2022 Biennial Budget;  and  WHEREAS, Ordinance No. 6017 also adopted an amended City of Renton Salary Table;  and  WHEREAS, on July 19, 2021, the City Council adopted Ordinance No. 6021 making minor  corrections and recognizing grants, contributions and associated costs, and new cost items not  previously included in the budget, which required additional adjustments to the 2021/2022  Biennial Budget; and  WHEREAS, Ordinance No. 6021 also consolidated the Municipal Arts Fund 125 into the  General Fund to be consistent with Generally Accepted Accounting Principles (GAAP) and the  City’s annual financial report; and  AGENDA ITEM # 8. a) ORDINANCE NO. ________  2  WHEREAS, Ordinance No. 6021 also created the following new funds: Housing and  Supporting Services Fund 130, Renton School District Impact Mitigation Fund 310, Issaquah  School District Impact Mitigation Fund 311, and Kent School District Impact Mitigation Fund 312,  to better track the resources and costs of the City; and  WHEREAS, pursuant to Chapter 35A.34 RCW the Council is required to provide for a mid‐ biennial review, and any modification thereto shall occur no sooner than eight months after the  start, but no later than the conclusion of the first year of the biennium; and  WHEREAS, as part of a City‐wide reorganization, Ordinance No. 6023 adopted an  amended 2021 Salary Table, which inadvertently revised a deferred compensation contribution  percentage and it is necessary to amend the 2021 City of Renton Salary Table to correct that  inadvertent revision;  NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  ORDAIN AS FOLLOWS:  SECTION I.   The City of Renton’s 2021/2022 Biennial Budget, originally adopted by  Ordinance No. 5991 and amended by Ordinance Nos. 6017 and 6021, is hereby amended to  increase revenues by $39,469,098, for an amended total revenues of $595,918,061 over the  biennium, and increase expenditures by $23,744,620, for an amended total expenditures of  $698,234,935, over the biennium.  SECTION II.  The City Council hereby adopts the amended 2021/2022 Biennial Budget.  The 2021 Mid‐Biennial Budget Adjustment Summary by Fund is attached as Exhibit A and the  2022 Mid‐Biennial Adjusted Budget Summary by Fund is attached as Exhibit B.  Detailed lists of  adjustments are available for public review in the Office of the City Clerk, Renton City Hall.  AGENDA ITEM # 8. a) ORDINANCE NO. ________  3  SECTION III. The City Council hereby adopts amended job classifications and pay ranges  for City employees as set forth in the 2021 City of Renton Salary Table, attached hereto as  Exhibit  C.  Past payments and contributions made for work in 2021 consistent with the amended 2021  City of Renton Salary Table are hereby ratified.    SECTION IV. This ordinance shall be in full force and effect five (5) days after publication of a summary of this ordinance in the City’s official newspaper.  The summary shall consist of this  ordinance’s title.  PASSED BY THE CITY COUNCIL this _______ day of ___________________, 2021.                              Jason A. Seth, City Clerk    APPROVED BY THE MAYOR this _______ day of _______________________, 2021.                          Armondo Pavone, Mayor            Approved as to form:             Shane Moloney, City Attorney  Date of Publication:      ORD:2185:10/26/21  AGENDA ITEM # 8. a) ORDINANCE NO. _______ 4 Exhibit A:  2021 Mid‐Biennial Budget Adjustment Summary by Fund       2021 Adjustment By FundBEGINNING FUND BALANCE REVENUES EXPENDITURES ENDING FUND BALANCEFund2021 Beg Fund BalChanges2021  Adj Fund Bal2021 Budgeted RevenueChanges2021 Adjusted Revenue2021 Budgeted ExpenditureChanges2021 Adjusted ExpenditureEnding Fund BalanceReserved/ DesignatedAvailable Fund Balance0XX GENERAL FUND54,456,582       ‐                         54,456,582      106,428,899       19,766,574      126,195,474    117,568,754       10,058,856      127,627,610    53,024,445       (27,033,439)     25,991,006       110  SPECIAL HOTEL‐MOTEL TAX893,604             ‐                         893,604            225,000                ‐                          225,000            501,197               95,000              596,197            522,406             522,406             127  CABLE COMMUNICATIONS DEVELOPMENT677,710             ‐                         677,710            97,674                   ‐                          97,674              97,674                   ‐                          97,674              677,710             677,710             130   HOUSING AND SUPPORTIVE SERVICES ‐                           ‐                          ‐                           ‐                             2,640,000        2,640,000         ‐                             1,030,000        1,030,000        1,610,000          1,610,000          135  SPRINGBROOK WETLANDS BANK348,826             ‐                         348,826            24,200                  (133,400)          (109,200)           ‐                             9,586                 9,586                 230,040             230,040             140  POLICE SEIZURE 872,449             ‐                         872,449             ‐                              ‐                           ‐                          872,449                ‐                          872,449             ‐                            ‐                           141  POLICE CSAM SEIZURE 150,637             ‐                         150,637             ‐                              ‐                           ‐                          150,637                ‐                          150,637             ‐                            ‐                           215  GENERAL GOVERNMENT MISC DEBT SVC5,010,629          ‐                         5,010,629         7,493,298             ‐                          7,493,298        7,153,019            2,150                 7,155,169        5,348,758          (2,717,575)       2,631,183          303  COMMUNITY SERVICES IMPACT MITIGATION1,713,833          ‐                         1,713,833         1,571,464             ‐                          1,571,464        2,080,328            715,901            2,796,229        489,068             489,068             305  TRANSPORTATION IMPACT MITIGATION3,154,954          ‐                         3,154,954         200,000                ‐                          200,000            172,869               (70,031)             102,837            3,252,117          3,252,117          308  REET12,042,269          ‐                         2,042,269         2,250,000            1,000,000        3,250,000        2,865,000             ‐                          2,865,000        2,427,269          2,427,269          309  REET23,411,866          ‐                         3,411,866         5,427,680            1,000,000        6,427,680        7,066,705             ‐                          7,066,705        2,772,841          2,772,841          31X SCHOOL DISTRICT IMPACT MITIGATION‐                           ‐                          ‐                           ‐                             995,000            995,000             ‐                             995,000            995,000             ‐                            ‐                           ‐                           316  MUNICIPAL FACILITIES CIP20,298,663       ‐                         20,298,663      9,298,399            4,290,901        13,589,300      29,421,290         4,304,700        33,725,991      161,973             161,973             317  CAPITAL IMPROVEMENT16,792,413       ‐                         16,792,413      30,431,028         39,169              30,470,197      45,420,592         641,875            46,062,467      1,200,143          1,200,143          336  NEW LIBRARY DEVELOPMENT16,679                ‐                         16,679                ‐                              ‐                           ‐                          16,679                   ‐                          16,679               ‐                            ‐                           346  NEW FAMILY FIRST CENTER DEVELOPMENT8,356,704          ‐                         8,356,704         75,000                  1,495,000        1,570,000        872,775               1,577,382        2,450,157        7,476,547          7,476,547          402  AIRPORT OPERATIONS & CIP 7,558,405          ‐                         7,558,405         3,109,929            172,078            3,282,007        9,365,368            222,078            9,587,446        1,252,966          (223,124)           1,029,842          403  SOLID WASTE UTILITY2,771,562          ‐                         2,771,562         22,954,522         69,496              23,024,017      22,902,330          ‐                          22,902,330      2,893,249          (400,000)           2,493,249          404  GOLF COURSE SYSTEM & CAPITAL 476,746             ‐                         476,746            3,126,584             ‐                          3,126,584        2,890,418            (19,257)             2,871,162        732,168             (641,550)           90,619                405  WATER OPERATIONS & CAPITAL 40,776,314       ‐                         40,776,314      17,972,403          ‐                          17,972,403      48,985,805          ‐                          48,985,805      9,762,912          (3,008,354)       6,754,558          406  WASTEWATER OPERATIONS & CAPITAL 23,996,217       ‐                         23,996,217      11,786,486          ‐                          11,786,486      28,637,433          ‐                          28,637,433      7,145,270          (1,575,451)       5,569,819          407  SURFACE WATER OPERATIONS & CAPITAL 21,610,356       ‐                         21,610,356      24,277,267         777,726            25,054,994      31,657,778         (643,786)          31,013,992      15,651,357       (1,810,348)       13,841,009       416  KING COUNTY METRO4,729,749          ‐                         4,729,749         17,607,838          ‐                          17,607,838      17,607,838          ‐                          17,607,838      4,729,749          (380,000)           4,349,749          501  EQUIPMENT RENTAL6,376,259          ‐                         6,376,259         6,463,395             ‐                          6,463,395        5,289,546             ‐                          5,289,546        7,550,108          7,550,108          502  INSURANCE19,860,208       ‐                         19,860,208      3,533,775            2,000,000        5,533,775        3,698,515            544,006            4,242,521        21,151,462       (18,650,158)     2,501,304          503  INFORMATION SERVICES3,939,941          ‐                         3,939,941         6,614,378            591,607            7,205,985        7,374,069            715,618            8,089,687        3,056,239          3,056,239          504  FACILITIES504,167             ‐                         504,167            5,996,730            353,913            6,350,643        6,169,069            353,913            6,522,982        331,828             331,828             505  COMMUNICATIONS151,624             ‐                         151,624            1,155,732            (1,906)               1,153,826        1,152,826            26,486              1,179,312        126,138             126,138             512  HEALTHCARE INSURANCE5,773,429          ‐                         5,773,429         12,477,543          ‐                          12,477,543      12,580,831          ‐                          12,580,831      5,670,141          (3,774,249)       1,895,892          522  LEOFF1 RETIREES HEALTHCARE16,541,245       ‐                         16,541,245      2,705,933             ‐                          2,705,933        1,362,685             ‐                          1,362,685        17,884,493       (17,884,493)      ‐                           304  FIRE IMPACT MITIGATION2,191,452          ‐                         2,191,452         99,000                   ‐                          99,000              436,987                ‐                          436,987            1,853,465          (1,853,465)        ‐                           611  FIREMENS PENSION7,908,312          ‐                         7,908,312         385,000                ‐                          385,000            210,475                ‐                          210,475            8,082,837          (8,082,837)        ‐                             Total Other Funds228,907,223     ‐                         228,907,223    197,360,258       15,289,584      212,649,842    297,013,187       10,500,621      307,513,809    134,043,256     (61,001,605)     73,041,652      TOTAL ALL FUNDS 283,363,805     ‐                         283,363,805    303,789,157       35,056,159      338,845,315    414,581,942       20,559,477      435,141,419    187,067,702     (88,035,043)     99,032,658      AGENDA ITEM # 8. a) ORDINANCE NO. ________ 5    Exhibit B:  2022 Mid‐Biennial Adjusted Budget Summary by Fund   BEGINNING FUND BALANCE REVENUES EXPENDITURES ENDING FUND BALANCEFund 2022 Beg Fund Bal  Changes  2022 Adj.  Fund Bal  2022 Budgeted Revenue  Changes  2022 Adjusted Revenue  2022 Budgeted Expenditure  Changes  2022 Adjusted Expenditure  Ending Fund Balance  Reserved/ Designated  Available Fund Balance 0XX GENERAL FUND43,316,727      9,707,719               53,024,445      106,616,405     625,071            107,241,476    114,404,706     1,146,230                 115,550,935    44,714,986       (26,210,086)    18,504,900       110  SPECIAL HOTEL‐MOTEL TAX617,406            (95,000)                    522,406            200,000              ‐                          200,000             ‐                            ‐                                   ‐                          722,406             722,406             127  CABLE COMMUNICATIONS DEVELOPMENT677,710             ‐                                 677,710            97,674                ‐                          97,674              97,674                ‐                                  97,674              677,710             677,710             130   HOUSING AND SUPPORTIVE SERVICES ‐                          1,610,000               1,610,000          ‐                           2,740,000        2,740,000         ‐                           680,000                    680,000            3,670,000          3,670,000          135  SPRINGBROOK WETLANDS BANK373,026            (142,986)                 230,040             ‐                            ‐                           ‐                           ‐                           40,000                       40,000              190,040             190,040             140  POLICE SEIZURE‐                           ‐                                  ‐                           ‐                            ‐                           ‐                           ‐                            ‐                                   ‐                           ‐                            ‐                           141  POLICE CSAM SEIZURE‐                           ‐                                  ‐                           ‐                            ‐                           ‐                           ‐                            ‐                                   ‐                           ‐                            ‐                           215  GENERAL GOVERNMENT MISC DEBT SVC5,350,908         (2,150)                      5,348,758         4,533,969          ‐                          4,533,969        4,341,920          ‐                                  4,341,920        5,540,807          (2,717,575)      2,823,232          303  COMMUNITY SERVICES IMPACT MITIGATION1,204,969         (715,901)                 489,068            86,500                ‐                          86,500               ‐                            ‐                                   ‐                          575,568             575,568             305  TRANSPORTATION IMPACT MITIGATION3,182,086         70,031                     3,252,117         200,000              ‐                          200,000            200,000              ‐                                  200,000            3,252,117          3,252,117          308  REET 11,427,269         1,000,000               2,427,269         2,300,000          ‐                          2,300,000        2,315,000          ‐                                  2,315,000        2,412,269          2,412,269          309  REET 21,772,841         1,000,000               2,772,841         2,300,000          ‐                          2,300,000        2,750,625          ‐                                  2,750,625        2,322,216          2,322,216          31X SCHOOL DISTRICT IMPACT MITIGATION‐                           ‐                                  ‐                           ‐                           995,000            995,000             ‐                           995,000                    995,000             ‐                            ‐                          ‐                           316  MUNICIPAL FACILITIES CIP175,772            (13,799)                    161,973            2,462,840          ‐                          2,462,840        2,455,962         170,871                    2,626,833        (2,021)                (2,021)                317  CAPITAL IMPROVEMENT1,802,850         (602,706)                 1,200,143         2,200,000          ‐                          2,200,000        583,000              ‐                                  583,000            2,817,143          2,817,143          336  NEW LIBRARY DEVELOPMENT‐                           ‐                                  ‐                           ‐                            ‐                           ‐                           ‐                            ‐                                   ‐                           ‐                            ‐                           346  NEW FAMILY FIRST CENTER DEVELOPMENT7,558,929         (82,382)                    7,476,547          ‐                            ‐                           ‐                           ‐                            ‐                                   ‐                          7,476,547          7,476,547          402  AIRPORT OPERATIONS & CIP 1,302,966         (50,000)                    1,252,966         3,051,767          ‐                          3,051,767        2,932,475          ‐                                  2,932,475        1,372,258          (225,548)          1,146,711          403  SOLID WASTE UTILITY2,823,754         69,496                     2,893,249         23,108,703        ‐                          23,108,703      23,352,023       10,000                       23,362,023      2,639,930          (400,000)          2,239,930          404  GOLF COURSE SYSTEM & CAPITAL 712,911            19,257                     732,168            2,984,655          ‐                          2,984,655        2,757,386         0                                 2,757,386        959,437             (659,742)          299,695             405  WATER OPERATIONS & CAPITAL 9,762,912          ‐                                 9,762,912         19,107,026        ‐                          19,107,026      17,444,473       50,000                       17,494,473      11,375,465       (3,051,788)      8,323,677          406  WASTEWATER OPERATIONS & CAPITAL 7,145,270          ‐                                 7,145,270         12,178,313        ‐                          12,178,313      13,097,281       40,000                       13,137,281      6,186,302          (1,596,541)      4,589,762          407  SURFACE WATER OPERATIONS & CAPITAL 14,229,845      1,421,512               15,651,357      12,835,489        ‐                          12,835,489      17,082,369       (480,000)                   16,602,369      11,884,477       (1,815,212)      10,069,265       416  KING COUNTY METRO4,729,749          ‐                                 4,729,749         17,695,877        ‐                          17,695,877      17,695,877        ‐                                  17,695,877      4,729,749          (380,000)          4,349,749          501  EQUIPMENT RENTAL7,550,108          ‐                                 7,550,108         6,365,614          ‐                          6,365,614        4,370,604          ‐                                  4,370,604        9,545,118          9,545,118          502  INSURANCE19,695,468      1,455,994               21,151,462      3,561,243          ‐                          3,561,243        3,907,955         295,663                    4,203,617        20,509,088       (17,466,112)    3,042,976          503  INFORMATION SERVICES3,180,249         (124,010)                 3,056,239         6,736,779         52,868              6,789,647        6,747,251         171,520                    6,918,771        2,927,114          2,927,114          504  FACILITIES331,828             ‐                                 331,828            6,183,470          ‐                          6,183,470        6,358,106          ‐                                  6,358,106        157,192             157,192             505  COMMUNICATIONS154,530            (28,392)                    126,138            1,187,600          ‐                          1,187,600        1,184,722         65,859                       1,250,582        63,157                63,157                512  HEALTHCARE INSURANCE5,670,141          ‐                                 5,670,141         13,566,817        ‐                          13,566,817      13,683,431        ‐                                  13,683,431      5,553,527          (4,105,029)      1,448,498          522  LEOFF1 RETIREES HEALTHCARE17,884,493       ‐                                 17,884,493      2,710,067          ‐                          2,710,067        1,444,425          ‐                                  1,444,425        19,150,135       (19,150,135)     ‐                           304  FIRE IMPACT MITIGATION1,853,465          ‐                                 1,853,465         99,000                ‐                          99,000              500,634              ‐                                  500,634            1,451,831          (1,451,831)       ‐                           611  FIREMENS PENSION8,082,837          ‐                                 8,082,837         290,000              ‐                          290,000            200,475              ‐                                  200,475            8,172,362          (8,172,362)       ‐                             Total Other Funds129,254,294    4,788,963               134,043,256    146,043,403     3,787,868        149,831,270    145,503,668     2,038,913                 147,542,581    136,331,946     (61,191,875)    75,140,072      TOTAL ALL FUNDS 172,571,020    14,496,682             187,067,702    252,659,808     4,412,939        257,072,746    259,908,373     3,185,143                 263,093,516    181,046,932     (87,401,961)    93,644,971      2 year total556,448,965     39,469,098      595,918,061    674,490,315     23,744,620              698,234,935    181,046,932     (87,401,961)    93,644,971      AGENDA ITEM # 8. a) ORDINANCE NO. _______  6                    EXHIBIT C:    2021 CITY OF RENTON   SALARY TABLE  AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual e10 1030 Mayor (1) 15,059 180,708 15,059 180,708 e09 1005 City Council President (2)(7)2,050 24,600   e09 1000 City Council Members (2) 1,750 21,000   e08 10,397 124,764 10,925 131,100 11,476 137,712 12,057 144,684 12,665 151,980 e11 1020 Municipal Court Judge (6) 15,051 180,614 15,051 180,614 Salary effective July 2020 ‐ June 30, 2022 Salary is 95% of District Court Judge Salary m53 1035 Chief Administrative Officer (3) 13,641 163,692 14,336 172,032 15,059 180,708 15,819 189,828 16,612 199,344 m52 13,307 159,684 13,980 167,760 14,694 176,328 15,438 185,256 16,209 194,508 m51 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 15,819 189,828 m50 12,665 151,980 13,307 159,684 13,980 167,760 14,694 176,328 15,438 185,256 m49 1400 City Attorney (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1102 Parks & Recreation Administrator (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1105 Community & Economic Development Administrato 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1036 Deputy Chief Administrative Officer (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1101 Finance Administrator (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1107 Equity, Housing & Human Services Administrator (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1104 Human Resources & Risk Mgmt Administrator (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1103 Public Works Administrator (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m49 1201 Police Chief (3) 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 15,059 180,708 m48 12,057 144,684 12,665 151,980 13,307 159,684 13,980 167,760 14,694 176,328 m47 11,764 141,168 12,360 148,320 12,983 155,796 13,641 163,692 14,336 172,032 m46 1535 Police Deputy Chief (4) 11,476 137,712 12,057 144,684 12,665 151,980 13,307 159,684 13,980 167,760 m45 1573 Deputy PW Administrator ‐ Transportation (3) 11,197 134,364 11,764 141,168 12,360 148,320 12,983 155,796 13,641 163,692 m44 10,925 131,100 11,476 137,712 12,057 144,684 12,665 151,980 13,307 159,684 m43 10,656 127,872 11,197 134,364 11,764 141,168 12,360 148,320 12,983 155,796 m42 1401 Sr Assistant City Attorney 10,397 124,764 10,925 131,100 11,476 137,712 12,057 144,684 12,665 151,980 m41 10,145 121,740 10,656 127,872 11,197 134,364 11,764 141,168 12,360 148,320 m40 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 12,057 144,684 m39 9,657 115,884 10,145 121,740 10,656 127,872 11,197 134,364 11,764 141,168 m38 2178 Airport Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 2011 City Clerk/Public Records Officer 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1403 Chief Prosecuting Attorney 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1500 Court Services Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 Communications & Engagement Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1575 Development Services Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1501 Economic Development Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 2021 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective January 1, 2021 STEP A STEP B STEP C STEP D STEP E ELECTED OFFICIALS MANAGEMENT & SUPERVISORY (NON‐UNION) AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective January 1, 2021 STEP A STEP B STEP C STEP D STEP E m38 2044 Emergency Management Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1207 Facilities Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1210 Fiscal Services Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1212 Information Technology Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1571 Maintenance Services Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 8084 Parks and Trails Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1208 Parks Planning and Natural Resources Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1502 Planning Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 2031 Police Commander (5) 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1214 Recreation & Neighborhoods Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1570 Utility Systems Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m38 1572 Transportation Systems Director 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 11,476 137,712 m37 9,194 110,328 9,657 115,884 10,145 121,740 10,656 127,872 11,197 134,364 m36 2463 HR Labor Relations & Compensation Manager 8,968 107,616 9,422 113,064 9,899 118,788 10,397 124,764 10,925 131,100 m35 1402 Assistant City Attorney 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 10,656 127,872 m34 2460 Organizational Development  Manager 8,530 102,360 8,968 107,616 9,422 113,064 9,899 118,788 10,397 124,764 m33 5015 Budget & Accounting Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2074 Building Official 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 1578 Community Development & Housing Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2021 Current Planning Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2073 Development Engineering Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2411 Financial Services Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2020 Long Range Planning Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2174 Property & Technical Services Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2176 Transportation Design Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2075 Transportation Operations Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2177 Transportation Planning Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 2172 Utility Engineering Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m33 3072 Water Maintenance Manager 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 10,145 121,740 m32 4480 Capital Projects Manager 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 9,899 118,788 m32 1577 Economic Development Manager 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 9,899 118,788 m32 4470 Parks Planning Manager 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 9,899 118,788 m32 3083 Urban Forestry and Natural Resources Manager 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 9,899 118,788 m31 7,925 95,100 8,325 99,900 8,747 104,964 9,194 110,328 9,657 115,884 m30 2418 Application Support Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 2273 Assistant Development Engineering Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 3073 Fleet Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 2407 GIS Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 2462 Human Resources Benefits Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 2033 Police Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 2409 Risk Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 3071 Street Maintenance Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 3176 Transportation Maintenance  Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m30 3070 Waste Water/Special Operations Manager 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 9,422 113,064 m29 3084 Golf Course Manager 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 9,194 110,328 m29 1522 Human Services Manager 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 9,194 110,328 m29 1404 Prosecuting Attorney 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 9,194 110,328 m29 2087 Recreation & Neighborhoods Manager 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 9,194 110,328 m28 3086 Facilities Manager 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 m28 6031 Financial Operations Manager 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective January 1, 2021 STEP A STEP B STEP C STEP D STEP E m28 8010 Parks Maintenance Manager 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 m28 5254 Permit Services Manager 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 m28 1116 Tax & Licensing Manager 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 8,968 107,616 m27 2204 Census Program Manager 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 m27 3011 Enterprise Content Manager 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 m27 Grants Program Manager 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 m27 2578 Housing Programs Manager 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 8,747 104,964 m26 2202 Communications Manager 7,005 84,060 7,361 88,332 7,732 92,784 8,122 97,464 8,530 102,360 m25 2086 Head Golf Professional 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m25 2562 Senior Benefits Analyst 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m25 2563 Senior Employee Relations Analyst 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m25 2410 Senior Finance Analyst 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m25 2561 Senior Risk Analyst 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m25 2479 Solid Waste Coordinator 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 8,325 99,900 m24 5112 Deputy City Clerk/Public Records Officer 6,671 80,052 7,005 84,060 7,361 88,332 7,732 92,784 8,122 97,464 m23 3562 Benefits Analyst 6,501 78,012 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 m23 3563 Employee Relations Analyst 6,501 78,012 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 m23 2080 Recreation Supervisor 6,501 78,012 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 m23 2461 Risk Analyst 6,501 78,012 6,834 82,008 7,180 86,160 7,538 90,456 7,925 95,100 m22 2404 Community Events Coordinator 6,348 76,176 6,671 80,052 7,005 84,060 7,361 88,332 7,732 92,784 m22 1510 Court Services Supervisor 6,348 76,176 6,671 80,052 7,005 84,060 7,361 88,332 7,732 92,784 m22 8007 Golf Course Supervisor 6,348 76,176 6,671 80,052 7,005 84,060 7,361 88,332 7,732 92,784 m22 2091 Museum Manager 6,348 76,176 6,671 80,052 7,005 84,060 7,361 88,332 7,732 92,784 m21 2218 Tax & Licensing Auditor, Senior 6,191 74,292 6,501 78,012 6,834 82,008 7,180 86,160 7,538 90,456 m20 6,040 72,480 6,348 76,176 6,671 80,052 7,005 84,060 7,361 88,332 m19 6150 City Council Liaison 5,895 70,740 6,191 74,292 6,501 78,012 6,834 82,008 7,180 86,160 m19 6103 Executive Assistant 5,895 70,740 6,191 74,292 6,501 78,012 6,834 82,008 7,180 86,160 m18 5416 Payroll Technician III 5,747 68,964 6,040 72,480 6,348 76,176 6,671 80,052 7,005 84,060 m17 5,610 67,320 5,895 70,740 6,191 74,292 6,501 78,012 6,834 82,008 n16 multiple Administrative Assistants (All Depts) 5,451 65,412 5,726 68,712 6,007 72,084 6,316 75,792 6,631 79,572 n16 5118 Finance Analyst III 5,451 65,412 5,726 68,712 6,007 72,084 6,316 75,792 6,631 79,572 n16 2217 Tax & Licensing Auditor II 5,451 65,412 5,726 68,712 6,007 72,084 6,316 75,792 6,631 79,572 n15  5,309 63,708 5,584 67,008 5,864 70,368 6,162 73,944 6,477 77,724 n14 5,185 62,220 5,451 65,412 5,726 68,712 6,007 72,084 6,316 75,792 n13 5115 Finance Analyst II 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 6,162 73,944 n13 2662 Human Resources Specialist 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 6,162 73,944 n13 5316 Payroll Technician II 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 6,162 73,944 n13 2216 Tax & Licensing Auditor I 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 6,162 73,944 n12 4,938 59,256 5,185 62,220 5,451 65,412 5,726 68,712 6,007 72,084 n11 2488 Assistant Golf Professional 4,813 57,756 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 n11 5139 Human Resources Assistant 4,813 57,756 5,057 60,684 5,309 63,708 5,584 67,008 5,864 70,368 NON‐UNION (CLERICAL, OTHER) AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE NON‐REPRESENTED Effective January 1, 2021 STEP A STEP B STEP C STEP D STEP E n10 5114 Finance Analyst I 4,698 56,376 4,938 59,256 5,185 62,220 5,451 65,412 5,726 68,712 n10 5216 Payroll Technician I 4,698 56,376 4,938 59,256 5,185 62,220 5,451 65,412 5,726 68,712 n09 6151 Administrative Secretary I EX 4,586 55,032 4,813 57,756 5,057 60,684 5,309 63,708 5,584 67,008 n08 4,471 53,652 4,698 56,376 4,938 59,256 5,185 62,220 5,451 65,412 n07 4,363 52,356 4,586 55,032 4,813 57,756 5,057 60,684 5,309 63,708 n06 4,255 51,060 4,471 53,652 4,698 56,376 4,938 59,256 5,185 62,220 n05 4,152 49,824 4,363 52,356 4,586 55,032 4,813 57,756 5,057 60,684 n04 4,053 48,636 4,255 51,060 4,471 53,652 4,698 56,376 4,938 59,256 n03 3,958 47,496 4,152 49,824 4,363 52,356 4,586 55,032 4,813 57,756 n02 3,861 46,332 4,053 48,636 4,255 51,060 4,471 53,652 4,698 56,376 n01 5138 Office Specialist 3,772 45,264 3,958 47,496 4,152 49,824 4,363 52,356 4,586 55,032 $6,262 Completion of 5 Yrs Completion of 10 Yrs Completion of 15 Yrs Completion of 20 Yrs Completion of 25 Yrs Completion of 30 Yrs   (1) In addition to salary receives annual car allowance of $4800 or use of a city vehicle. (2) (3) Not eligible for Longevity/Education or Uniform Allowance (4) Not eligible for Longevity/Education or Uniform Allowance Eligible for 3% cash premium or 3% into deferred compensation per employee's discretion for passing physical fitness. (5) Receive Education/Longevity & Uniform Allowance based on Union Contract plus eligible for 3% deferred compensation for passing physical fitness. (6) 4 year term  (7) Council president to be paid $300/month above council members salary. Council members salary set per Salary Commission effective 4/1/20.  Council receives 2% of salary for deferred comp.  If members are not participating  in PERS, they receive an extra 1.4 % of salary for deferred compensation.   The City contributes 4% of employee's base wage per year to a deferred compensation account  for Management and Non‐Represented employees; except for CAO receives 11% per year. 5% Step a14E $313 per month 6% Step a14E $376 per month 7% Step a14E $438 per month 3% Step a14E $188 per month 4% Step a14E $250 per month 2% Step a14E $125 per month NON‐REPRESENTED LONGEVITY PAY as of 1/1/2021 Step a14, E = AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual a40 9,746 116,952 10,233 122,796 10,752 129,024 11,298 135,576 11,868 142,416 a39 9,525 114,300 9,998 119,976 10,489 125,868 11,022 132,264 11,580 138,960 ‐ a38 9,282 111,384 9,746 116,952 10,233 122,796 10,752 129,024 11,298 135,576 a37 9,069 108,828 9,525 114,300 9,998 119,976 10,489 125,868 11,022 132,264 a36 8,839 106,068 9,282 111,384 9,746 116,952 10,233 122,796 10,752 129,024 a35 8,627 103,524 9,069 108,828 9,525 114,300 9,998 119,976 10,489 125,868 a34 8,417 101,004 8,839 106,068 9,282 111,384 9,746 116,952 10,233 122,796 a33 8,214 98,568 8,627 103,524 9,069 108,828 9,525 114,300 9,998 119,976 a32 2413 Network Systems Manager 8,015 96,180 8,417 101,004 8,839 106,068 9,282 111,384 9,746 116,952 a32 2428 Principal Civil Engineer 8,015 96,180 8,417 101,004 8,839 106,068 9,282 111,384 9,746 116,952 a32 2425 Utility/GIS Engineer 8,015 96,180 8,417 101,004 8,839 106,068 9,282 111,384 9,746 116,952 a31 2078 Assistant Airport Manager 7,813 93,756 8,214 98,568 8,627 103,524 9,069 108,828 9,525 114,300 a30 2512 Client Technology Sys & Support Super. 7,626 91,512 8,015 96,180 8,417 101,004 8,839 106,068 9,282 111,384 a29 2475 Civil Engineer III 7,441 89,292 7,813 93,756 8,214 98,568 8,627 103,524 9,069 108,828 a29 2570 Program Development Coordinator II 7,441 89,292 7,813 93,756 8,214 98,568 8,627 103,524 9,069 108,828 a29 2451 Senior Systems Analyst 7,441 89,292 7,813 93,756 8,214 98,568 8,627 103,524 9,069 108,828 a28 2422 Senior Planner 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 8,839 106,068 a28 2480 Capital Project Coordinator 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 8,839 106,068 a28 2416 Senior Network Systems Specialist 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 8,839 106,068 a27 2452 Senior Business Systems Analyst 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 8,627 103,524 a26 2474 Civil Engineer II 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 a26 2417 Systems Analyst 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 a26 3473 Water Utilities Maintenance Supervisor 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 8,417 101,004 a25 2481 Facilities Coordinator 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 a25 3484 Lead Electrical/Ctrl Systems Technician 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 a25 2470 Program Development Coordinator I 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 a25 2170 Property Services Agent 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 a25 8179 Signal/Electronic Systems Supervisor 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 8,214 98,568 a24 2420 Database Technician 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a24 3450 Lead Building Inspector 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a24 3469 Lead Construction Inspector 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a24 2403 Senior Economic Development Specialist 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a24 2419 Network Systems Specialist 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a24 2476 Transportation Planner 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 8,015 96,180 a23 8475 Airport Ops & Maintenance Supervisor 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 2429 Building Plan Reviewer 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 2021 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E a23 2421 Business Systems Analyst 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 2472 Engineering Specialist III 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 2505 GIS Analyst II 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 8175 Pavement Management Technician 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 2450 Plan Reviewer 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 2484 Property Services Specialist 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 8001 Street Maintenance Services Supervisor 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 8002 Waste Water Maint. Services Supervisor 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 7,813 93,756 a23 8000 Water Maintenance Services Supervisor a22 2473 Civil Engineer I 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 a22 2430 Lead Code Compliance Inspector 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 a22 5197 Neighborhood Program Coordinator 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 7,626 91,512 a21 2424 Associate Planner 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 3452 Building Inspector/Combination 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 3451 Building Inspector/Electrical 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 2200 Communications Specialist II 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 3472 Construction Inspector 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 8008 Custodial Maintenance Supervisor 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 5130 Emergency Management Coordinator 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 3089 Facilities Supervisor 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 5111 GIS Analyst I 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 8006 Parks Maintenance Supervisor 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 3483 Signal/Electronics Systems Technician III 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 8004 Traffic Signage & Marking Supervisor 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a21 8011 Water Meter Technician Services Superv 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 7,441 89,292 a20 2079 Business Coordinator ‐ Airport 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 a20 2402 Economic Development Specialist 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 a20 2487 Housing Repair Coordinator 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 a20 2489 Human Services Coordinator 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 7,257 87,084 a19 6128 Accounting Supervisor 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 2427 Code Compliance Inspector 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 7182 Electrical Technician 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 3453 Energy Plans Reviewer 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 2471 Engineering Specialist II 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 3485 HVAC Systems Technician 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 7172 Lead Vehicle & Equipment Mechanic 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a19 8178 Water Utility Instr./SCADA Technician 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 7,081 84,972 a18 3456 Development Services Representative 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 a18 5195 Farmers Market Coordinator 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 a18 2015 Probation Officer 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 a18 2083 Recreation Program Coordinator 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 6,907 82,884 a17 2423 Assistant Planner 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 8374 Maintenance Buyer 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 5001 Paralegal 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 5012 Public Records Specialist 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 5213 Senior Service Desk Technician 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 3482 Signal/Electronics Systems Technician II 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a17 3470 Water Quality/Treatment Plant Operato 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E a17 2205 Digital Communications Specialist 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 6,739 80,868 a16 8284 Lead Golf Course Maintenance Worker 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 a16 8074 Lead Maintenance Services Worker 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 a16 8080 Lead Parks Maintenance Worker 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 a16 5194 Program Assistant 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 6,575 78,900 a15 4014 City Clerk Specialist II 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 6167 Court Operations Specialist 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 7181 Facilities Technician II 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 7184 Grounds Equipment Mechanic 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 8174 Lift Station Technician 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 5122 Planning Technician 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 5180 Senior Program Specialist 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 8574 Senior Traffic Maintenance Worker 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 7170 Vehicle & Equipment Mechanic 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a15 3474 Water Utility Maintenance Technician 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 6,417 77,004 a14 5161 Asset Management Systems Technician 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 a14 5160 Recreation Systems Technician 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 6,262 75,144 a13 8474 Airport Operations Specialist 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 3471 Engineering Specialist I 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 7180 Facilities Technician I 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 3487 Housing Maintenance Technician 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 6263 Permit Services Specialist 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 7110 Print & Mail Supervisor 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 5179 Program Specialist 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 5214 Service Desk Technician 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a13 3481 Signal/Electronics Systems Technician I 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 6,105 73,260 a12 2201 Communications Specialist I 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a12 8283 Golf Course Maintenance Worker III 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a12 6166 Judicial Specialist II 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a12 8173 Maintenance Services Worker III 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a12 8083 Parks Maintenance Worker III 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a12 8573 Traffic Maintenance Worker II 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 5,956 71,472 a11 8473 Airport Maintenance Worker 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 5014 City Clerk Specialist I 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 7173 Fleet Management Technician 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 8183 Lead Maintenance Custodian 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 6265 Payroll Analyst 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 5007 Public Records Specialist 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a11 2486 Recreation Specialist 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 5,809 69,708 a10 6164 Judicial Specialist/Trainer 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 a10 6165 Legal Assistant 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 a10 6263 Permit Technician 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 a10 6163 Probation Clerk 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 5,673 68,076 a09 6131 Accounting Assistant IV 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 a09 6151 Administrative Secretary I 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 a09 8286 Golf Course Operations Assistant 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual 2021 CITY OF RENTON SALARY TABLE  AFSCME, Local 2170 Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E a09 8070 Mechanic's Assistant 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 a09 2085 Recreation Assistant 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 5,531 66,372 a08 8282 Golf Course Maintenance Worker II 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 7126 Housing Repair Technician 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 6162 Judicial Specialist I 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 6109 Lead Office Assistant 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 8172 Maintenance Services Worker II 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 8082 Parks Maintenance Worker II 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 8375 Purchasing Assistant 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a08 8572 Traffic Maintenance Worker I 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 5,402 64,824 a07 6132 Accounting Assistant III 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 a07 8184 Maintenance Custodian 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 a07 7112 Print & Mail Operator 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 a07 6142 Secretary II 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 a07 8110 Water Meter Technician 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 5,263 63,156 a06 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 5,139 61,668 a05 6134 Accounting Assistant II 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 a05 6130 Office Assistant III 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 a05 6141 Secretary I 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 5,011 60,132 a04 6160 Court Security Officer 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 8281 Golf Course Maintenance Worker I 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 8181 Lead Custodian 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 8171 Maintenance Services Worker I 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 8081 Parks Maintenance Worker I 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 6282 Pro Shop Assistant 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a04 8576 Solid Waste Maintenance Worker 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 4,892 58,704 a03 6136 Accounting Assistant I 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 a03 6120 Office Assistant II 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 a03 8079 Parks Maintenance Assistant II 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 a03 7111 Print & Mail Assistant 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 4,771 57,252 a02 3,831 45,972 4,018 48,216 4,223 50,676 4,431 53,172 4,655 55,860 a01 8182 Custodian 3,731 44,772 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 a01 6281 Golf Course Associate 3,731 44,772 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 a01 6111 Office Assistant I 3,731 44,772 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 a01 7079 Parks Maintenance Assistant I 3,731 44,772 3,920 47,040 4,117 49,404 4,324 51,888 4,541 54,492 $6,262 Completion of 5 Yrs Completion of 10 Yrs Completion of 15 Yrs Completion of 20 Yrs Completion of 25 Yrs Completion of 30 Yrs 3% Step a14E $188 per month  LONGEVITY PAY Step a14, E = 2% Step a14E $125 per month 4% Step a14E $250 per month 5% Step a14E $313 per month The City contributes 4% of employee's base wage per year to a deferred compensation account. (Article 14) 6% Step a14E $376 per month 7% Step a14E $438 per month AGENDA ITEM # 8. a) Grade Code Monthly Annual Monthly Annual Police Chief See Management & Supervisory Matrix, Grade m49 Police Deputy Chief See Management & Supervisory Matrix, Grade m46 Police Commander See Management & Supervisory Matrix, Grade m38 pc61 3035 Sergeant*9,384 112,609 9,853 118,240 (15% over Police Officer)*Step increase at 24 months pc60 4131 Patrol Officer II 6,097 73,165 6,614 79,363 7,134 85,613 7,646 91,747 8,161 97,932 pc59 4130 Patrol Officer I 5,738 68,861 6,225 74,699 6,715 80,575 7,196 86,347 7,681 92,172 Percent      Interpreters ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐3%      Detectives ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      Traffic Assignment‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      Motorcycle Assignment‐‐‐‐‐‐‐‐‐‐‐‐‐ 2%      Canine Officer ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐3%      Corporal Assignment ‐‐‐‐‐‐‐‐‐‐‐‐7.5%      Field Training Officer ‐‐‐‐‐‐‐‐‐‐‐‐4%      Training Officer‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      SWAT Assignment ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%      SRO Assignment‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐4%       Civil Disturbance Unit ‐‐‐‐‐‐‐‐‐‐‐Paid at rate of double time with 3 hrs minimum when called to emergency.     Crisis Communication Unit‐‐‐‐‐‐Paid at rate of double time with 3 hrs minimum when called to emergency. Percentage (of base wage) Percentage (of base wage) ‐ ‐ ‐ ‐ ‐ 2021 CITY OF RENTON SALARY TABLE POLICE DEPARTMENT ‐ Commissioned Officers Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E Position Title HAZARD DUTY AND PREMIUM PAY (Article 6.7 and 6.8) MONTHLY LONGEVITY PAY  (Appendix B) Years of Service Completion of   5 Yrs 2% Completion of 10 Yrs 4% Completion of 15 Yrs 6% Completion of 20 Yrs 10% Completion of 25 Yrs 12% Completion of 30 Yrs 14% MONTHLY EDUCATIONAL INCENTIVE PAY  (Appendix B) Patrol Officer II:  Effective 1‐1‐18 Patrol Officer II and Sergeant had 6.25% added to their base pay to reflect the additional 109  hours worked in a calendar year.  This is reflected in the ranges above. Effective January 1, 2008, Sergeants assigned to Investigation and Traffic Unit will not receive the 3% premium if they have been  in the position of Sergeant for 24 months. NOTE:  Please refer to the current labor agreement for specific information. AA Degree (90 credits) 4% BA Degree/Masters Degree 6% The City contributes 2.0% of employee's wage base toward deferred compensation. (Appendix A.2.3) The City will contribute 3.0% of employee's wage base toward deferred compensation for passing physical fitness. (Article 6.8.4,  and Appendix A.2.4) Beginning 1‐1‐2020 the City will contribute 1% of employee's wage base to a VEBA plan.  (Article 14.11) AGENDA ITEM # 8. a) Grade Code Position Title Monthly Annual Monthly Annual pn58 6178 Police Service Specialist Supv 6,454 77,442 6,776 81,314 Step A(15% above Specialist, Step E)* step increase at 24 months Step E (5% above Supervisor, Step A) pn57 6182 Police Service Specialist Lead 6,032 72,390 6,032 72,390 (7.5% above Specialist, Step E) pn54 4138 Police Community Prgm Coord 4,993 59,916 5,396 64,752 5,928 71,136 6,390 76,680 6,710 80,520 pn54 4120 Crime Analyst 4,993 59,916 5,396 64,752 5,928 71,136 6,390 76,680 6,710 80,520 pn56 4133 Electronic Home Detention Coord 4,926 59,112 5,316 63,792 5,854 70,248 6,436 77,232 6,756 81,072 pn53 3432 Evidence Technician 4,700 56,400 5,073 60,876 5,583 66,996 6,142 73,704 6,458 77,496 pn61 4121 Domestic Violence Victim Advocate 4,661 55,932 5,063 60,756 5,627 67,524 6,186 74,232 6,513 78,156 pn60 4,445 53,340 4,828 57,936 5,364 64,368 5,898 70,776 6,205 74,460 pn52 4135 Animal Control Officer 4,433 53,196 4,793 57,516 5,270 63,240 5,795 69,540 6,086 73,032 pn62 6181 Police Service Specialist 4,088 49,056 4,416 52,992 4,860 58,320 5,346 64,152 5,612 67,344 pn51 6183 Police Secretary 3,829 45,948 4,133 49,596 4,550 54,600 5,008 60,096 5,254 63,048 pn51 4137 Parking Enforcement Officer 3,829 45,948 4,133 49,596 4,550 54,600 5,008 60,096 5,254 63,048 Interpreter Premium………………………………..………………….……………. 3% of base pay (Article 6.5.2) 2.5% of base pay  (Article 6.5.3) 4% of base pay (Article 6.5.1) Double time with 3 hrs min (Article 6.4) 2021 CITY OF RENTON SALARY TABLE POLICE DEPARTMENT ‐ Non‐Commissioned Officers Effective January 1, 2021 STEP ASTEP BSTEP CSTEP DSTEP E Completion of   5 Yrs 2% NON‐ COMMISSIONED PREMIUM PAY (Articles 6.4 and 6.5) Public Records Act Premium…………………………………………………………… Field Training Officer, FTO (Police Service Specialist)…………........… Crisis Communication Unit………………………………………..…...……… POLICE NON‐COMMISSIONED‐ MONTHLY LONGEVITY INCENTIVE PAY SCHEDULE (Article 12, Appendix B.1) Years of Service Percentage (of base wage) Completion of 10 Yrs 4% Completion of 15 Yrs 6% Completion of 20 Yrs 10% Completion of 25 Yrs 12% Completion of 30 Yrs 14% MONTHLY EDUCATIONAL INCENTIVE PAY SCHEDULE (Appendix B.2) Percentage (of base wage) AA Degree (90 credits) 4% BA/BS Degree or Masters Degree 6% AGENDA ITEM # 8. a) ‐ Beginning 1/1/2020 the City will contribute 1% of the employee's base wage to a VEBA plan.  (Article 14.10) ‐ The City will contribute an additional 3.0% of employee's wage base toward deferred comp for passing physical fitness prior  to beginning of each calendar year. (Article 6.8.3) ‐ The City contributes 4.5% of the employee's base wage to a deferred comp account.  (Appendix A.3) AGENDA ITEM # 8. a) Grade STEP A STEP B STEP C STEP D STEP E h07 13.75 14.00 14.25 14.50 14.75 h08 15.00 15.25 15.50 15.75 16.00 h09 16.25 16.50 16.75 17.00 17.25 h10 17.50 17.75 18.00 18.25 18.50 h11 18.75 19.00 19.25 19.50 19.75 h12 20.00 20.50 21.00 21.50 22.00 h13 22.50 23.00 23.50 24.00 24.50 h14 25.00 25.50 26.00 26.50 27.00 h15 27.50 28.00 28.50 29.00 29.50 h16 30.00 30.50 31.00 31.50 32.00 h17 32.50 33.00 33.50 34.00 34.50 h18 35.00 35.50 36.00 36.50 37.00 h19 37.50 38.00 38.50 39.00 39.50 h20 40.00 40.50 41.00 41.50 42.00 h21 42.25 42.50 42.75 43.00 43.25 h22 43.50 43.75 44.00 44.25 44.50 h23 45.00 45.50 46.00 46.50 47.00 h24 47.50 48.00 48.50 49.00 49.50 h25 50.00 51.00 52.00 53.00 54.00 h26 55.00 60.00 65.00 70.00 75.00 h27 80.00 85.00 90.00 95.00 100.00 h28 105.00 110.00 115.00 120.00 125.00 2021 CITY OF RENTON SALARY TABLE SUPPLEMENTAL EMPLOYEE WAGE TABLE AGENDA ITEM # 8. a)   1 CITY OF RENTON, WASHINGTON    ORDINANCE NO. ________    AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, ESTABLISHING THE  PROPERTY TAX LEVY FOR THE YEAR 2022 FOR GENERAL CITY OPERATIONAL  PURPOSES IN THE AMOUNT OF $23,300,071, PROVIDING FOR SEVERABILITY,  AND ESTABLISHING AN EFFECTIVE DATE.    WHEREAS, the Council has met and considered its budget for the fiscal year 2022; and   WHEREAS, the Council, after hearing and considering all relevant evidence and testimony  presented, determined that, in order to discharge the expected expenses and obligations of the  City and in its best interest, the City of Renton requires a regular levy in the amount of  $23,300,071 for 2022;  NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  ORDAIN AS FOLLOWS:  SECTION I. The regular property tax levy is hereby authorized for 2022 in the amount  of $23,300,071.   This amount includes new construction and improvements to property in the amount of  $168,427; re‐levy of prior year refunds in the amount of $34,331; adjustments as a result of  annexations that have occurred in the amount of $0; and any increase in the value of state‐ assessed property.    SECTION II. The regular levy includes levy for the Firemen’s Pension at the rate of  $0.225 per $1,000 assessed valuation.  SECTION III.  If any section, subsection, sentence, clause, phrase, or work of this  ordinance should be held to be invalid or unconstitutional by court or competent jurisdiction,  AGENDA ITEM # 8. b) ORDINANCE NO. _________    2  such invalidity or unconstitutionality thereof shall not affect the constitutionality of any other  section, subsection, sentence, clause, phrase, or word of this ordinance.  SECTION IV. This ordinance shall be in full force and effect five (5) days after publication  of a summary of this ordinance in the City’s official newspaper.  The summary shall consist of this  ordinance’s title.  PASSED BY THE CITY COUNCIL this _______ day of ___________________, 2021.                         Jason A. Seth, City Clerk    APPROVED BY THE MAYOR this _______ day of _____________________, 2021.                         Armondo Pavone, Mayor    Approved as to form:             Shane Moloney, City Attorney  Date of Publication:      ORD:2186:10/26/21   AGENDA ITEM # 8. b)   1 CITY OF RENTON, WASHINGTON    ORDINANCE NO. ________    AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE  DOLLAR AMOUNT AND PERCENTAGE INCREASE FOR THE PROPERTY TAX TO BE  LEVIED FOR THE YEAR 2022, PROVIDING FOR SEVERABILITY, AND ESTABLISHING  AN EFFECTIVE DATE.    WHEREAS, the City Council has properly given notice of the public hearing to consider the  City’s 2021‐2022 proposed budget pursuant to RCW 84.55.120; and  WHEREAS, the City Council, after hearing and after duly considering all relevant evidence  and testimony presented, has determined that there is a need to increase the property tax  revenues from the prior year, in addition to the increases resulting from annexations, the  addition of new construction, and improvements to property, and any increases in the value of  state‐assessed property, in order to discharge the expected expenses and obligations of the City;  and  WHEREAS, RCW 84.55.120 requires the adoption of a separate ordinance specifically  authorizing the property tax increase;  NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  ORDAIN AS FOLLOWS:  SECTION I. The 2022 regular property tax levy in the amount of $23,300,071 requires  an increase of 1.75% or $396,721 above the 2021 levy without consideration for increases  attributable to annexation, new construction, improvements to property, and re‐levy of prior  year refund and correction amounts.  Such increase is hereby authorized.  SECTION II.  If any section, subsection, sentence, clause, phrase, or work of this  ordinance should be held to be invalid or unconstitutional by court or competent jurisdiction,  AGENDA ITEM # 8. c) ORDINANCE NO. _________    2  such invalidity or unconstitutionality thereof shall not affect the constitutionality of any other  section, subsection, sentence, clause, phrase, or word of this ordinance.   SECTION III. This ordinance shall be in full force and effect five (5) days after publication  of a summary of this ordinance in the City’s official newspaper.  The summary shall consist of this  ordinance’s title.  PASSED BY THE CITY COUNCIL this _______ day of ___________________, 2021.                         Jason A. Seth, City Clerk    APPROVED BY THE MAYOR this _______ day of _____________________, 2021.                         Armondo Pavone, Mayor    Approved as to form:             Shane Moloney, City Attorney  Date of Publication:      ORD:2187:10/27/21      AGENDA ITEM # 8. c) 1  CITY OF RENTON, WASHINGTON    ORDINANCE NO. ________    AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, REPEALING AND  REPLACING CHAPTER 2‐7 OF THE RENTON MUNICIPAL CODE, ESTABLISHING THE  RENTON EQUITY COMMISSION, PROVIDING FOR SEVERABILITY, AND  ESTABLISHING AN EFFECTIVE DATE.     WHEREAS   the City of Renton established an Advisory Commission on Diversity to address  general practices of discrimination; and   WHEREAS, it has been determined that the Advisory Commission on Diversity does not  meet the full needs for equity and inclusion in the City; and   WHEREAS,  the City has undertaken a year‐long effort to identify how to improve equity  and inclusion in a meaningful and on‐going way including holding 11 meetings with community  members reflecting the diversity of Renton to seek their input; and    WHEREAS, the City proposes the formation of an Equity Commission to address the full  needs of equity and inclusion in alignment with the Renton Mission and Business Plan;   NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO  ORDAIN AS FOLLOWS:  SECTION I. All portions of the Renton Municipal Code in this ordinance not shown in  strikethrough and underline edits remain in effect and unchanged.  SECTION II. Chapter 2‐7 of the Renton Municipal Code is repealed in its entirety and  replaced as shown on Exhibit A, attached hereto and incorporated by this reference.  SECTION III. If any section, subsection, sentence, clause, phrase or work of this  ordinance should be held to be invalid or unconstitutional by a court or competent jurisdiction,  AGENDA ITEM # 8. d) ORDINANCE NO. ________  2  such invalidity or unconstitutionality thereof shall not affect the constitutionality of any other  section, subsection, sentence, clause, phrase or word of this ordinance.  SECTION IV. This ordinance shall be in full force and effect thirty (30) days after  publication of a summary of this ordinance in the City’s official newspaper.  The summary shall  consist of this ordinance’s title.      PASSED BY THE CITY COUNCIL this _______ day of ___________________, 2021.                         Jason A. Seth, City Clerk    APPROVED BY THE MAYOR this _______ day of _____________________, 2021.                         Armondo Pavone, Mayor    Approved as to form:             Shane Moloney, City Attorney  Date of Publication:      ORD:2179:10/11/21     AGENDA ITEM # 8. d) ORDINANCE NO. ________  3                  EXHIBIT A  RENTON MUNICIPAL CODE CHAPTER 2‐7         AGENDA ITEM # 8. d) ORDINANCE NO. ________  4  CHAPTER 7    RENTON EQUITY COMMISSION  SECTION:  2‐7‐1:    Declaration of Policy  2‐7‐2:    Creation of Renton Equity Commission  2‐7‐3:    Duties and Powers Of Commission  2‐7‐4:    Appointment and Members  2‐7‐5     Compensation  2‐7‐6     Selection Process  2‐7‐7:    Appointment of Subcommittees  2‐7‐8:    Investigations, Public Hearings, And Research  2‐7‐9:    Procedure, Meetings, And Interpretation  2‐7‐10:   City Council Review    2‐7‐1 DECLARATION OF POLICY:  The City Council herewith finds that all forms of prejudice and the general practice of  discrimination against any individual, group, or organization by reason of race, color, creed,  national origin, age, sex, gender identity and expression, the presence of any sensory, mental or  physical disability, or marital status have a detrimental effect on the public welfare and well‐ being.  To eliminate such prejudice and discrimination an instrumentality should be established   through which the employees and officials of the City may obtain advice and assistance using the  Renton Equity Lens to identify and address  inequities in order to eliminate  racial, economic, and  social barriers identified in City programs, services and policies.  The City Council further finds that it would be in the interests of all citizens of the City of Renton  to include in its Mission and Business Plan the importance of building an inclusive, informed, and  hate‐free city with equitable outcomes for all in support of social, economic, and racial justice.  Whenever a word is used herein, the definition given to that word shall be that of RCW 49.60.040  (Definitions) which is incorporated herein as if fully set forth.   AGENDA ITEM # 8. d) ORDINANCE NO. ________  5  2‐7‐2 CREATION OF RENTON EQUITY COMMISSION:  There is hereby created the Renton Equity Commission in furtherance of the goals identified in  the Declaration of Policy.   2‐7‐3 DUTIES AND POWERS OF COMMISSION:  Duties and powers of the Renton Equity Commission are intended to advance equity and  inclusion in support of the City’s goal to build an inclusive, informed, and hate‐free city with  equitable outcomes for all in support of social, economic, and racial justice.  The Renton Equity  Commission shall have the power and duty to:   A. At request of City staff or officials, review City practices, policies, or procedures under  their authority to provide recommendations to the requestor .  B. Renton Equity Commission recommendations will be based on analysis of how or whether  the practice, policy, or procedure may tend to create or support inequity, including what  community or communities may be impacted, and how those impacts may emerge.  C. Renton Equity Commission recommendations will, to the extent possible, provide specific  actions to resolve the identified inequities.  D. The Renton Equity Commission will provide an annual report to the Council on goals,  outcomes, and recommendations for future goals to be included in the report described in  Section 2‐7‐10 (City Council Review).The Commission will provide an annual report to the Council  on goals, outcomes, and recommendations for future goals, to be included in the report  described in Section 2‐7‐10 (City Council Review).  AGENDA ITEM # 8. d) ORDINANCE NO. ________  6  E. Within the first six (6) months of formation, the Renton Equity Commission shall develop  a Mission, Vision, and By‐Laws including elections of officers as needed to further manage its  operations according to the terms of this Chapter.  2‐7‐4 APPOINTMENT, TERM, AND MEMBERSHIP:  The Renton Equity Commission will consist of nine (9) members appointed by the Mayor, and  confirmed by City Council as follows:  A. At the time of initial appointment, three (3) members shall be appointed for one (1) year;  three (3) members hall be appointed for two (2) years; three (3) members shall be appointed for  three (3) years.  At the expiration of the initial term, three (3) members shall be appointed each  year for three (3)‐year terms.  B. Terms shall be from January 1 of the appointment year, through December 31 of the term  expiration year.  C. Membership should reflect the diversity of the City including but not limited to ethnicity,  race, age, gender, faith, gender identity and expression, and profession. Due to the size of the  Renton Equity Commission, it is understood that it is possible that not every group may be  represented.  D. Members shall, from the time of their appointment and confirmation through their term,  be a resident of, or business owner in, the City of Renton and able to attend meetings as  necessary. If they no longer reside or have a business in Renton, they forfeit their membership in  the Renton Equity Commission as of the date of their move.  E. Applicants for appointment shall have a demonstrated commitment to equity.  AGENDA ITEM # 8. d) ORDINANCE NO. ________  7  F. At least one member shall be a “youth” member between the ages of eighteen (18) and  twenty‐five (25) at the time the member is confirmed in their appointment.  G. No sitting City Council member shall be a member of the Renton Equity Commission; if a  Renton Equity Commission member is elected or appointed to City Council, they shall forfeit their  membership on the Renton Equity Commission effective at the date of their swearing‐in as a City  Council member.  Nothing in this section is intended to discourage former City Council members  from applying for appointment so long as they meet other appointment requirements.  H. No current City employee or consultant shall be a member of the Renton Equity  Commission; if a Renton Equity Commission member becomes employed or contracted by the  City, they shall forfeit their membership on the Renton Equity Commission effective on their first  day of employment or contract with the City.  Nothing in the section is intended to discourage  former City employees or consultants from applying for appointment so long as they meet other  appointment requirements.  I. A majority of the members appointed and confirmed shall constitute a quorum for the  purpose of conducting the business of the Renton Equity Commission.   2‐7‐5 COMPENSATION:  In alignment with other City boards/commissions/committees, there will be no compensation for  serving on the Renton Equity Commission   2‐7‐6 APPOINTMENT  PROCESS:  The Mayor shall develop and post a procedure by which interested Renton residents or business  owners may apply for membership on the Renton Equity Commission. The procedure shall  include, at a minimum:  AGENDA ITEM # 8. d) ORDINANCE NO. ________  8  A. Public notice calling for applicants; and  B. Provision for interview protocols for all applicants.  2‐7‐7 APPOINTMENT OF SUBCOMMITTEES:  A majority of the members of the Renton Equity Commission may name such subcommittee or  subcommittees, as in its judgment, will aid in effectuating the purpose of this Chapter and may  empower any such subcommittee to review policies, practices, and procedures and advise the  full Renton Equity Commission regarding its findings on equity issues for the Renton Equity  Commission to take action within the purview of this Chapter.   2‐7‐9 PROCEDURE AND MEETINGS:  The provisions of this Chapter shall be construed for the accomplishment of the purposes set  forth in this Chapter. Nothing contained herein shall be deemed to amend, repeal, or modify any  of the provisions of any civil rights law or any other law of the federal or state government, or  any other provisions of this Code relating to discrimination because of race, color, creed, national  origin, age, sex, sexual orientation, the presence of any sensory, mental or physical disability, or  marital status as defined in this Chapter.   A. Renton Equity Commission members will receive training on how to use the Renton Equity  Lens, and for compliance with the Open Public Meetings Act and the Public Records Act within  ninety (90) days of their appointment on confirmation, and every two (2) years thereafter.  B. A City staff person will be assigned as part of their regular duties to provide administrative  support to the Renton Equity Commission.    1. Administrative support will include but not be limited to retaining records as required  under RCW 42.56 (Public Records Act), ensuring compliance with RCW 42.30 (Open Public  AGENDA ITEM # 8. d) ORDINANCE NO. ________  9  Meetings Act), and providing coordination as needed with other City staff to provide policies,  procedures, practices to the Renton Equity Commission and to facilitate presentations on  materials to the Renton Equity Commission.   2. The staff person will ensure that City Subject Matter Experts are available to brief  Commission members on items pertinent to the practice, policy, or procedure under review.   3. The staff person will also prepare recommendations of the Renton Equity Commission  for presentation to City staff and/or elected officials.    C. Members may, from time to time, participate in “town hall” or similar meetings open to  the public, in order to help analyze and provide recommendations on policy, procedures, and  practices.  Any such meetings will be reviewed for compliance with applicable public  transparency and records retention requirements.  D. The Renton Equity Commission may request information as needed from other  community groups including, but not limited to,  the Mayor’s Inclusion Task force, Latino Forum,  Vietnamese/Chinese Forum, African American Pastoral Group, Renton Police Advisory  Committee, etc.  E. Members who have more than three (3) unexcused absences may be removed by action  of the Mayor.  2‐7‐10 CITY COUNCIL REVIEW:  The Renton Equity Commission shall submit unto the City Council, by January 31st of each year,  a summary of all actions taken by the Renton Equity Commission, including analysis of policies,  programs, services, and procedures and recommendations therefrom, during the preceding year  AGENDA ITEM # 8. d) ORDINANCE NO. ________  10  so that the City Council may fully review the manner in which the Renton Equity Commission has  implemented and enforced the provisions of this Chapter.  AGENDA ITEM # 8. d)