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CITY OF RENTON
AGENDA - City Council Regular Meeting
7:00 PM - Monday, July 12, 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, but 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 a.m. on the day of the meeting. The
public may also submit comments in writing to cityclerk@rentonwa.gov by 5 p.m. on the day
of the meeting.
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 10 a.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. ADMINISTRATIVE REPORT
a) Administrative Report
4. 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.
5. 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 June 28, 2021.
Council Concur
b) AB - 2901 City Clerk submits the quarterly list of fully executed contracts between
4/1/2021 - 6/30/2021, and a report of agreements expiring between 7/1/2021 –
12/31/2021.
Council Concur
c) AB - 2897 Administrative Services Department submits a utility bill leak adjustment
request from Valley Medical Center, a commercial property located at 400 S 43rd St, and
recommends an adjustment in the amount of $4,679.28 for applicable Renton water and
sewer and King County Sewer portions of the utility bill in accordance with Renton
Municipal Code 8-4-46 and 8-5-23.
Refer to Finance Committee
d) AB - 2904 Administration recommends approval of a city-wide reorganization to establish
a new Department of Equity, Housing, and Human Services (EHHS), which includes the
creation of an EHHS Administrator, Administrative Assistant for EHHS, Community
Outreach and Events Coordinator, and moves the Housing Program from the Department
of Community and Economic Development and the Human Services Division from the
Community Services Department to EHHS; establishes an Executive Services Department
(ESD), including the creation of a Deputy Chief Administrative Officer, regrades an
Administrative Secretary to Administrative Assistant for ESD, regrades the Deputy
Administrator of Public Affairs to Director of Communications & Engagement, moves the
Information Technology Division from the Administrative Services Department and the
Divisions of the City Clerk, Emergency Management, Organizational Development, and
Communications to ESD; renames the Administrative Services Department to the Finance
Department; renames the Community Services Department to the Parks and Recreation
Department; and moves the Facilities Division from the Community Services Department
to the Public Works Department, effective August 1, 2021.
Refer to Finance Committee
e) AB - 2902 Administrative Services Department recommends adoption of resolution to
update Policy and Procedure 800-12 in order to align it with City practices and to update
state contracting bid thresholds.
Refer to Finance Committee
f) AB - 2894 Community & Economic Development Department recommends approval of
the following reappointments to the Renton Lodging Tax Advisory Committee: Cathy
Martinez, Director of Design & Owners' Representative, Legacy Development and
Management; Pina Purpero, General Manager of Hyatt Regency Lake Washington; Preeti
Shridhar, City of Renton Deputy Public Affairs Administrator; and Menka Soni, Founder
and President of the non-profit agency AmPowering (formerly Ravishing Women).
Council Concur
g) AB - 2895 Community & Economic Development Department submits a Multi-Family
Housing Property Tax Exemption application from Sunset Terrace, a 108-unit multi-family
project currently under construction in the Sunset designated residential target area; and
requests the following, 1) waive the application deadline to allow the application to be
submitted after receiving a building permit, 2) approve the Multi-Family Housing Property
Tax Exemption Agreement, and 3) authorize execution of said agreement in substantially
the same form.
Refer to Planning & Development Committee
h) AB - 2896 Public Works Airport recommends approval of a Local Agency Agreement, with
the Federal Aviation Administration, to receive $172,078 in non-matching grant funds for
the purpose of updating the Airport Layout Plan and Narrative Update.
Refer to Finance Committee
6. 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) Finance Committee: Vouchers; Senior Assistant City Attorney Hire at Step D; Risk
Management Information System, Origami; 2021 2nd Quarter Budget Amendment
Ordinance;* and 2021/2022 Fee Schedule Resolution
7. LEGISLATION
Ordinance for first reading:
a) Ordinance No. 6021: 2021 2nd Quarter Budget Amendment (See Item 6.a)
8. NEW BUSINESS
(Includes Council Committee agenda topics; visit rentonwa.gov/cityclerk for more
information.)
9. ADJOURNMENT
COMMITTEE OF THE WHOLE MEETING AGENDA
(Preceding Council Meeting)
CANCELLED
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
EXECUTIVE DEPARTMENT
M E M O R A N D U M
DATE: July 12, 2021
TO: Randy Corman, Council President
Members of Renton City Council
FROM: Armondo Pavone, Mayor
Ed VanValey, Chief Administrative Officer
SUBJECT: Administrative Report
• The Washington State Department of Ecology has awarded the Surface Water Utility
a total of $5 million in Stormwater Financial Assistance Program grant funding for
the following projects:
o Stormwater Management Action Planning Study - $202,125. This study will
assess water quality in city subbasins and is a regulatory requirement of the
city’s NPDES Municipal Stormwater Permit.
o Monroe Avenue NE Storm System Improvements - $4,797,875. This project is
a combined flood reduction and water quality retrofit project and will design
and construct a permanent drainage and water quality treatment solution to
replace an expiring temporary stormwater overflow for a 245-acre basin
draining into Monroe Avenue NE and South 2nd Street.
• 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:
Monday, July 12 through Friday, July 16, 7:00 a.m. to 4:00 p.m. Street
maintenance will be conducting a paving project along NE 17th Place between
addresses 3436 and 3533. Residents in this area may experience some light
traffic delays.
Monday, July 12 through Friday, July 16, 8:30 a.m. to 3:30 p.m. Possible trucks
entering and exiting onto Maple Valley Highway east of 140th Way SE. Questions
may be directed to Tom Main at 206-999-1833.
Ongoing Trail Closure through Summer 2021. Ripley Lane North Trail closure
just north of the VMAC and the trailhead going north in 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.
AGENDA ITEM #3. a)
Randy Corman, Council President
Members of Renton City Council
Page 2 of 2
July 12, 2021
Lake Washington Loop Trail Project, Logan Avenue South and Airport Way.
Lane closures continue between now and project completion in late
summer/early fall. For more information and project updates, please visit the
project webpage at
https://rentonwa.gov/cms/One.aspx?portalId=7922741&pageId=9346818.
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.
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.
AGENDA ITEM #3. a)
June 28, 2021 REGULAR COUNCIL MEETING MINUTES
CITY OF RENTON
MINUTES - City Council Regular Meeting
7:00 PM - Monday, June 28, 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:
Randy Corman, Council President
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:
ADMINISTRATIVE STAFF PRESENT
Armondo Pavone, Mayor
Ed VanValey, Chief Administrative Officer
Alex Tuttle, Assistant City Attorney
Jason Seth, City Clerk
Judith Subia, Council Liaison
Preeti Shridhar, Deputy Public Affairs Administrator
Chip Vincent, Community & Economic Development Administrator
Martin Pastucha, Public Works Administrator
Kari Roller, Administrative Services Administrator
Kelly Beymer, Community Services Administrator
Cailin Hunsaker, Parks & Trails Director
Cliff Long, Economic Development Director
Maryjane Van Cleave, Recreation Director
Ron Straka, Public Works Utility Systems Director
Kim Gilman, HR Labor Manager
AGENDA ITEM #5. a)
June 28, 2021 REGULAR COUNCIL MEETING MINUTES
Carrie Nass, Recreation & Neighborhoods Manager
Kristi Rowland, Organizational Development Manager
Jennifer Spencer, Recreation Supervisor
Margie Beitner, Administrative Secretary I
Elane Rosok, Recreation Assistant
Tania Thomas, Recreation Assistant
Ryan Delfin, Recreation Assistant
Interim Chief Jon Schuldt, Police Department Administrator
Commander Dan Figaro, Police Department
(All City staff attended remotely except City Clerk Seth)
PROCLAMATION
a) Parks & Recreation Month: A proclamation by Mayor Pavone was read declaring July 2021 to
be Parks and Recreation Month in the City of Renton, encouraging all citizens to join in this
special observance. Elane Rosok, Tania Thomas, and Ryan Delfin, Recreation Assistants from
the Community Services Department, accepted the proclamation with appreciation.
MOVED BY CORMAN, SECONDED BY MCIRVIN, COUNCIL CONCUR IN THE
PROCLAMATION. CARRIED.
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 Solid Waste Utility hosted its second of three mini-recycle events June 12 at
Renton Technical College. Volunteers from the city’s Public Works and Police
departments comprised the support team facilitating the event that focused on
collection of mattresses, box springs, cardboard, and tires. A total of 171 customers
turned out for the event that collected 412 tires, 98 mattresses and box springs, and
over one ton of cardboard. Participants also donated 46 pounds of non-perishable
food to the Salvation Army Food Bank. The final 2021 recycle event is scheduled for
Saturday, September 18 from 10 a.m. to 2 p.m. at Renton Technical College, during
which document shredding services will be available and Styrofoam™ will be
collected. Please watch for more information about this event after the Labor Day
holiday.
• Update from Community Services:
o No fireworks or activity programs are scheduled for Sunday, July 4 at Gene
Coulon Memorial Beach Park. The park will be open throughout the day, but will close
early at 7:00 p.m. The swim beach will be guarded from 12:00 to 7:00 p.m.
o Kennydale Beach Park will also close early on Sunday, July 4 at 7:00 pm and its
swim beach will also be guarded from 12:00 to 7:00pm.
o Henry Moses Aquatic Center is now open with limited days and hours for
registration based open swim sessions and other programs. Please visit
rentonwa.gov/HMAC for more information.
AGENDA ITEM #5. a)
June 28, 2021 REGULAR COUNCIL MEETING MINUTES
o Summer camps are now in full swing, for more information on summer camp
offerings, visit
https://rentonwa.gov/city_hall/community_services/summer_day_camps.
o For updated parks and trails information, see rentonwa.gov/parks or contact
Community Services at 425-430-6600.
• Preventative street maintenance will continue to impact traffic and result in
occasional street closures.
AUDIENCE COMMENTS
• City Clerk Seth summarized an email from Ali Cohen expressing appreciation to
Council and Mayor for considering the use of body cameras for the police
department, and to Council for their work with under-represented communities in
Renton.
CONSENT AGENDA
Items listed on the Consent Agenda were adopted with one motion, following the listing.
a) Approval of Council Meeting minutes of June 21, 2021. Council Concur.
b) AB - 2891 Administrative Services Department recommended adoption of an ordinance
amending the 2021/2022 Biennial Budget appropriations in the amount of $(27,164,592) for
an amended total budget of $674,490,315 for the biennium; and approval of a resolution
amending the 2021/2022 Fee Schedule. Refer to Finance Committee.
c) AB - 2893 City Attorney requested authorization to hire a Senior Assistant City Attorney at
salary grade m42, Step D, effective August 1, 2021. Refer to Finance Committee.
d) AB - 2584 Human Resources / Risk Management Department recommended approval of a
three-year agreement with Origami, in the total amount of $148,140, for comprehensive risk
management tracking and incident management services. Refer to Finance Committee.
e) AB - 2889 Public Works Transportation Systems Division submitted CAG-19-001, Renton
Avenue South Resurfacing Project, contractor R.W. Scott Construction, Co., and
recommended acceptance of the project and authorization to release the retainage bond
after 60 days, once all State releases are obtained. Council Concur.
MOVED BY CORMAN, SECONDED BY MCIRVIN, COUNCIL CONCUR TO APPROVE
THE CONSENT AGENDA, AS PRESENTED. CARRIED.
UNFINISHED BUSINESS
a) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation
to approve the following payments:
1. Accounts Payable – total payment of $7,053,538.20 for vouchers, 10299-10315,
392465-392469, 392479-392898; payroll benefit withholding vouchers 6590-6600,
392470-392478 and three wire transfers.
2. Payroll – total payment of $1,490,242.03 for payroll vouchers that include 569 direct
deposits and 7 checks. (05/16/21-05/31/21 pay period).
3. Kidder Mathews vouchers 6348-6361 totaling $26,278.35
AGENDA ITEM #5. a)
June 28, 2021 REGULAR COUNCIL MEETING MINUTES
MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE
COMMITTEE RECOMMENDATION. CARRIED.
b) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation
to approve the proposed change in compensation for lateral officers by increasing the hiring
bonus by $10,000 and for entry level officers by adding a $1,000 hiring bonus.
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 approve the conversion of a Police Records Specialist position from a .4 to a 1.0 FTE.
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 renew the city’s property, pollution, and cyber insurance coverage through Alliant Insurance
Services. The rate of increase is 47.95% primarily due to market conditions, for a total annual
premium cost of $762,706.82. The Mayor and City Clerk are authorized to execute the
implementing documents when ready.
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 request to compensate Pedro Chou at Step E Grade m29, effective July 16, 2021.
MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE
COMMITTEE RECOMMENDATION. CARRIED.
f) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation
to approve the 25-year lease with King County, in the amount of $141,001, for space and
upgrades required to house King County - Puget Sound Emergency Radio Network equipment at
Renton City Hall.
MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE
COMMITTEE RECOMMENDATION. CARRIED.
g) Finance Committee Chair O'Halloran presented a report concurring in the staff recommendation
to: (1) approve the resolution to amend the Interagency Agreement with the Washington State
Department of Commerce for the E2SHB1923 Grant to Adopt a Housing Action Plan; and (2)
authorize the Mayor to execute said agreement in substantially the same form.
MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL CONCUR IN THE
COMMITTEE RECOMMENDATION. CARRIED.
LEGISLATION
Resolution:
a) Resolution No. 4440: A resolution was read authorizing the Mayor and City Clerk to enter into
Amendment Number 1 to the interlocal agreement entitled Interagency Agreement for E2SHB
1923 Grant to adopt a Housing Action Plan between the City of Renton and Washington State
Department of Commerce, Growth Management Services.
AGENDA ITEM #5. a)
June 28, 2021 REGULAR COUNCIL MEETING MINUTES
MOVED BY O'HALLORAN, SECONDED BY PRINCE, COUNCIL ADOPT THE
RESOLUTION AS READ. CARRIED.
Ordinance for second and final reading:
b) Ordinance No. 6020: An ordinance was read amending Section 10‐11‐1 of the Renton
Municipal Code, reducing the speed limit in certain locations in the Lacrosse Neighborhood
located in the vicinity of Lincoln Avenue Northeast, Monterey Court Northeast and Northeast
35th Street from twenty‐five (25) miles per hour to twenty (20) miles per hour, reducing the
speed limit of Puget Drive Southeast from Edmonds Avenue Southeast to Benson Road South
from forty (40) miles per hour to thirty‐five (35) miles per hour, increasing the speed limit of
South 132nd Street from west City limits to Renton Avenue South from twenty‐five (25) miles
per hour to thirty (30) miles per hour, providing for severability, and establishing an effective
date.
MOVED BY MCIRVIN, SECONDED BY VǍN, COUNCIL ADOPT THE ORDINANCE AS
READ. ROLL CALL: ALL AYES. CARRIED.
NEW BUSINESS
Please see the attached Council Committee Meeting Calendar.
ADJOURNMENT
MOVED BY PRINCE, SECONDED BY CORMAN, COUNCIL ADJOURN. CARRIED.
TIME: 7:21 P.M.
Jason A. Seth, MMC, City Clerk
Jason Seth, Recorder
28 Jun 2021
AGENDA ITEM #5. a)
Council Committee Meeting Calendar
June 28, 2021
July 5, 2021
Monday
Independence Day – No Meetings
July 12, 2021
Monday
4:15 PM Finance Committee, Chair O’Halloran – VIDEOCONFERENCE
1. Senior Assistant City Attorney Hire at Step D
2. Risk Management Information System, Origami
3. 2021 2nd Quarter Budget Amendment Ordinance and 2021/2022 Fee
Schedule Resolution
4. Vouchers
5. Emerging Issues In Finance
5:00 PM Planning & Development Committee, Chair Prince – VIDEOCONFERENCE
1. Docket 16 Update
2. Rainier/Grady Junction Subarea Plan
3. Emerging Issues in CED
CANCELED Committee of the Whole, Chair Corman
7:00 PM Council Meeting - VIDEOCONFERENCE
AGENDA ITEM #5. a)
AB - 2901
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: 2nd Quarter 2021 Contract Report
RECOMMENDED ACTION: Council Concur
DEPARTMENT: City Clerk
STAFF CONTACT: Jason Seth, City Clerk
EXT.: 6502
FISCAL IMPACT SUMMARY:
N/A
SUMMARY OF ACTION:
Fully executed in second quarter 2021 were 103 contracts & leases, 50 addenda, 11 change orders, and 15 are
highlighted as being over 10% and/or $100,000 of original amount The six -month expiration report shows 177
agreements that will expire between April 1, 2021, and September 30, 2021.
EXHIBITS:
A. Contracts, fully executed, between April 1, 2021 - June 30, 2021
B. Contracts expiring between July 1, 2021 - December 31, 2021
STAFF RECOMMENDATION:
None - Information Only.
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Airport
CAG-21-134 Coral Construction Company - Small Works Contract - Guard Rail
Replacement
$28,914 $28,914 P 2021-04-28 2021-08-31
Contractor: (018352) CORAL CONSTRUCTION COMPANY
CAG-21-159 Signature GCI - Small Works - Repave 608 Parcel $22,994 $22,994 P 2021-06-16 2021-08-10
Contractor: (074775) SIGNATURE GENERAL CONSTRUCTION
2
$51,908
2
$51,908
2
$51,908
2
$51,908
Total
New
TotalPayablesAirport Subtotal
\\EDEN\EdenReports\reports\SiteSpec\renton\Linked Reports\CM\contracts_executed.rpt
Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 1 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
CED
CAG-19-287 Makers Architecture & Urban Design, LLP -Development of a transit
oriented development subbarea plan
$148,387 $176,507 P 2019-10-01 2021-06-30
Contractor: (046646) MAKERS ARCHITECTURE &
Minority Owned, Disadvantaged Business, Women Owned
Number DateType DescriptionAmount
CAG-19-287, Adden #2-21 - Makers Architecture and Urban Design, LLP
- development of a transit oriented development subarea plan
$28,120Addendum Adden #2-21 2021-06-08
CAG-19-288 KPG - Downtown Core Streetscape Engineering Consultant Agreement $294,216 $422,282 P 2019-10-01 2021-10-31
Contractor: (042772) KPG INC
Number DateType DescriptionAmount
Adden #2-21 - KPG, P.S. - Downtown Core Streetscape: Supplement #2$28,120Addendum Adden #2-21 2021-05-12
CAG-20-087 Jill Sousa Architect, LLC. - accessory dewlling unit ADU design plans $33,800 $36,800 P 2020-04-22 2022-12-31
Contractor: (039145) JILL SOUSA ARCHITECT LLC
Women Owned
Number DateType DescriptionAmount
Adden #1-21 - Jill Sousa Architect - Amending the contract to add work
as specified in Exhibit A (scope of work and compensation).
$3,000Addendum Adden #1-21 2021-06-11
CAG-20-143 R.W. Scott Construction - downtown streetscape project is nearing its
100% design completion
$839,370 $850,725 P 2021-01-28 2021-12-31
Contractor: (071670) RW SCOTT CONSTRUCTION CO
Number DateType DescriptionAmount
CO #2-21 -R.W. Scott Construction - Change order 02- allows full
payment of Pay Estimate
$2,635Change CO #2-21 2021-05-26
CAG-20-492 Reid Middleton - HERS energy modeling for ADU design plans $63,900 $77,600 P 2020-12-18 2021-12-31
Contractor: (066451) REID MIDDLETON INC
Number DateType DescriptionAmount
Adden #1-21 - Reid Middleton - Amending the scope of work and the time
of performance set forth in Exhibit A-1 and the maximum amount of
compensation increased from $63,900 to $77,600.
$13,700Addendum Adden #1-21 2021-06-11
CAG-20-498 New Cingular Wireless PCS, LLC - small cell communication facilities
master license agreement
$0 $0 M 2020-12-28 2031-01-12
Contractor: UNKNOWN VENDOR
Number DateType DescriptionAmount
Adden #3-21 - New Cingular Wireless PCS, LLC - SLA for asset ID
2892D - small cell communication facilities master license agreement -
Receivable
$0Addendum Adden #3-21 2021-04-15
Adden #4-21 - new Cingular Wireless PCS, LLC - SLA for asset ID 2730D
- small cell communication facilities master license agreement -
Receivable
$0Addendum Adden #4-21 2021-04-15
Adden #2-21 - New Cingular Wireless PCS, LLC. - SLA for asset ID
904C95 - small cell communication facilities master license agreement -
Receivable
$0Addendum Adden #2-21 2021-04-15
Adden #1-21 - New Cingular Wireless PCS, LLC - SLA for asset ID
0891C95 - small cell communication facilities master license agreement -
Receivable
$0Addendum Adden #1-21 2021-04-15
\\EDEN\EdenReports\reports\SiteSpec\renton\Linked Reports\CM\contracts_executed.rpt
Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 2 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
CED
CAG-21-010 Perteet, Inc. - Conceputal evaluation of future light rail transit LRT $23,089 $23,089 P 2020-12-31 2021-12-31
Contractor: (061292) PERTEET INC
Number DateType DescriptionAmount
Adden #1-21 - Perteet, Inc. - Amending the Time of Performance to allow
additional time for the project to be completed. (New Expiration Date:
12/31/2021)
$0Addendum Adden #1-21 2021-06-08
CAG-21-053 MCI Metro Access Transmission Services Corp. d/b/a Verizon Access
Transmission Service - 1- 2” high—densitypolyethylene conduit be installed
within the same pathway that MCI conduit is being installed.
$112,753 $112,753 P 2021-03-19 2999-12-31
Contractor: UNKNOWN VENDOR
CAG-21-086 4Culture - 2021 Arts Sustained Support Grant $0 $0 R 2021-04-19 2021-12-31
Contractor: UNKNOWN VENDOR
CAG-21-091 Renton Downtown partnership - MOU with Renton Downtown Partnership $0 $0 M 2021-04-12 2031-04-12
Contractor: (067104) RENTON DOWNTOWN PARTNERSHIP
CAG-21-105 Rebecca Stenzel, Appraisal Group of the Northwest - Consultant agrees to
provide a property appraisal as specified in Exhibit A
$4,000 $4,000 P 2021-04-20 2021-07-31
Contractor: (005231) APPRAISAL GROUP OF THE NW LLP
CAG-21-108 Renton Downtown partnership - LTAC Agreement with Renton Downtown
Partnership
$20,000 $20,000 P 2021-04-30 2021-12-31
Contractor: (067104) RENTON DOWNTOWN PARTNERSHIP
CAG-21-109 Port of Seattle - Agreement for funding through the Tourism Marketing
Program ($10,000)
$0 $0 R 2021-04-29 2021-12-31
Contractor: (3363) PORT OF SEATTLE
CAG-21-110 Port of Seattle - Agreement for funding through the Economic Development
Partnership Program ($60,000)
$0 $0 R 2021-04-29 2021-12-31
Contractor: UNKNOWN VENDOR
CAG-21-144 JayRay Ads and PR - Econ Dev Marketing Initiatives & Strategic
Consulting
$120,000 $120,000 P 2021-06-07 2022-05-30
Contractor: (039099) JAYRAY ADS & PR INC
CAG-21-147 Alexander Codd - Agreement for design and implementation of mural at
Liberty Park
$5,000 $5,000 P 2021-06-08 2021-12-31
Contractor: UNKNOWN VENDOR
6
$284,842
5
$72,940
1
$2,635
11
$360,417
3
$0
0
$0
0
$0
3
$0
1
$0
1
$0
0
$0
2
$0
10
$284,842
6
$72,940
1
$2,635
16
$360,417
Total
Change
Addendum
New
TotalMiscellaneousReceivablesPayablesCED Subtotal
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Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 3 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Community Services
CAG-19-019 Baylis Architects - Architect for Family First Community Center $1,239,097 $1,263,711 P 2019-01-23 2023-06-30
Contractor: (008187) BAYLIS ARCHITECTS
Number DateType DescriptionAmount
Adden #2-21 - Baylis Architects - time extension only (New Expiration
Date: 06/30/2023)
$0Addendum Adden #2-21 2021-06-16
CAG-19-243 Terra Dynamics, Inc - Sunset Neighborhood Park, Phase 2 $4,059,000 $4,047,337 P 2019-10-11 2021-03-31
Contractor: (080368) TERRA DYNAMICS
Number DateType DescriptionAmount
CO #9-21 - Terra Dynamics - Increase in sales tax adjustment to 10.1%
for pay application No. 13 (New Expiration Date: 03/31/2021)
$30ChangeCO #9-21 2021-04-02
CO #7-21 - Terra Dynamics Inc - time extension to complete project
close-out (New Expiration Date: 03/31/2021)
$0Change CO #7-21 2021-04-02
CO #8-21 - Terra Dynamics Inc - Deduct Landscape Maintenance for
warranty period (New Expiration Date: 03/31/2021)
$-47,300ChangeCO #8-21 2021-04-02
CAG-19-271 Trelstad Tree Service LLC - 2019 On-Call Tree Maintenance $35,000 $70,000 P 2019-09-17 2021-12-31
Contractor: (082475) TRELSTAD TREE
Number DateType DescriptionAmount
Adden #6-21 - Trelstad Tree - Emergency Tree Removal ($2,112 using
current funds). (New Expiration Date: 12/31/2021)
$0Addendum Adden #6-21 2021-04-23
Adden #7-21 - Trelstad Tree - Emergency Tree Removal and stump
grinding ($3,036.56 use of current funds) (New Expiration Date:
12/31/2021)
$0Addendum Addne #7-21 2021-04-30
CAG-20-009 WSP USA, Inc - Design & Construction Admin Services for Coulon
Memorial Beach Park Trestle Bridge Replacement
$341,400 $361,700 P 2020-01-13 2021-12-31
Contractor: (060557) WSP USA INC
Number DateType DescriptionAmount
Adden #3-21 - WSP USA Inc - Replacement Restoration & Planting
(RAP) services for Coulon Park Trestle Bridge Replacement (New
Expiration Date: 12/31/2021)
$2,500Addendum Adden #3-21 2021-04-07
CAG-20-079 WA State Department of Health - Point of sale incentives to SNAP clients
at the Renton Farmers Market
$7,500 $34,500 R 2020-03-30 2021-12-31
Contractor: (1255) WASHINGTON STATE
Number DateType DescriptionAmount
Adden #2-21 - State of Washington Department of Health - additional
$22,000 in Grant funding and time extension (New Expiration Date:
12/31/2021)
$22,000Addendum Adden #2-21 2021-06-09
Adden #1-21 - State of Washington Department of Health - additional
$5,000 in Grant funding for SNAP Match (New Expiration Date:
06/30/2021)
$5,000Addendum Adden #1-21 2021-06-09
CAG-20-101 McKinstry-ESCO - Design & construction to retrofit existing building
systems for energy efficiency
$130,115 $2,589,882 P 2020-06-22 2023-12-21
Contractor: (048353) MCKINSTRY ESSENTION LLC
Number DateType DescriptionAmount
CO #2-21 - McKinstry - Boiler Room Drain Waste Line (New Expiration
Date: 12/21/2023)
$13,876Change CO #2-21 2021-04-21
CO #1-21 - McKinstry - Subcontract Labor Escalation (New Expiration
Date: 12/21/2023)
$28,162Change CO #1-21 2021-04-21
CO #3-21 - McKinstry - Cost Delta for Fuel Shortage Tank Size Increase
(New Expiration Date: 12/21/2023)
$7,541Change CO #3-21 2021-04-21
CO #4-21 - McKinstry - IT Room Wall Structure Modifications (New
Expiration Date: 12/21/2023)
$2,697Change CO #4-21 2021-04-21
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Community Services
CAG-20-139 FitLot - Partnership Agreement- AARP-sponsored Outdoor Fitness Park $0 $0 M 2020-07-09 2022-04-30
Contractor: UNKNOWN VENDOR
Number DateType DescriptionAmount
Adden #1-21 - FitLot - Use of Grant for Annual Fitness Class funding &
one-time Social Media Support funding ($4,010 rev) (New Expiration
Date: 04/30/2022)
$0Addendum Adden #1-21 2021-05-25
CAG-21-006 GeoEngineers - Design, Permitting & Construction Support for Cedar River
Trail Relocation & Bank Stabilization Project
$375,638 $375,638 P 2021-01-11 2023-12-31
Contractor: (029436) GEO ENGINEERS INC
Number DateType DescriptionAmount
Adden #1-21 - GeoEngineers - Scope of Work amended to revise written
description of "trail relocation;" time of performance extended. (New
Expiration Date: 12/31/2023)
$0Addendum Adden #1-21 2021-05-25
CAG-21-035 Trelstad Enterprises LLC - 2021 Early Spring Tree Maintenance $88,440 $88,520 P 2021-03-01 2021-07-02
Contractor: (082475) TRELSTAD TREE
Number DateType DescriptionAmount
CO #1-21 - Trelstad Enterprises LLC - Addition of funds to correct sales
tax rate from 10.0% to 10.1% (New Expiration Date: 05/31/2021)
$80Change CO #1-21 2021-05-26
CO #2-21- Trelstad Enterprises LLC - time extension only (New
Expiration Date: 07/02/2021)
$0Change CO #2-21 2021-06-09
CAG-21-056 Ukrainian Community Center of Washington - 2021-2022 Funding for
Mental Health Counseling and Family Support
$24,000 $24,000 P 2021-03-18 2022-12-31
Contractor: (083215) UKRAINIAN COMMUNITY CNTR OF WA
Number DateType DescriptionAmount
Adden #1-21 - Ukrainian Community Center of Washington -
Housekeeping amendment to service unit table for consistency with other
funders (New Expiration Date: 12/31/2022)
$0Addendum Adden #1-21 2021-05-25
CAG-21-059 St Vincent de Paul Council of Seattle/King County - 2021-2022 Funding for
Emergency Assistance
$71,560 $86,560 P 2021-03-20 2022-12-31
Contractor: (070296) ST. VINCENT DE PAUL, ATTN: ACCTG DEPT
Number DateType DescriptionAmount
Adden #1-21 - St Vincent de Paul Council of Seattle/King County -
Increase emergency assistance funding by $7,500 per year (New
Expiration Date: 12/31/2022)
$15,000Addendum Adden #1-21 2021-05-19
CAG-21-064 Childhaven - 2021-2022 Funding for RAYS UP drop-out prevention
program
$28,370 $28,370 P 2021-03-29 2022-12-31
Contractor: (015201) CHILDHAVEN
Number DateType DescriptionAmount
Adden #1-21 - Childhaven - Housekeeping amendment to correct budget
table and outcome (New Expiration Date: 12/31/2022)
$0Addendum Adden #1-21 2021-05-25
CAG-21-073 Way Back Inn - 2021-2022 Funding for transitional housing for homeless
families
$20,000 $20,000 P 2021-03-30 2022-12-31
Contractor: (089949) WAY BACK INN FOUNDATION
CAG-21-074 El Centro de la Raza - 2021-2022 Funding for South King County Systems
Navigation Assistance
$15,000 $15,000 P 2021-03-31 2022-12-31
Contractor: (023535) EL CENTRO DE LA RAZA
Minority Owned, Women Owned
CAG-21-075 Childhaven - 2021-2022 Funding for Mental Health Services for Youth and
their Families
$20,760 $20,760 P 2021-03-31 2022-12-31
Contractor: (015201) CHILDHAVEN
CAG-21-076 Triple Impact Coaching - Provide Mindset Training to help young people
improve their self-esteem
$6,000 $6,000 P 2021-03-30 2021-12-31
Contractor: (082780) TRIPLE IMPACT COACHING
Minority Owned
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Community Services
CAG-21-078 Seattle King County Department of Public Health - 2021-2022 Funding for
Dental Services for homeless on mobile medical van
$20,000 $20,000 P 2021-04-01 2022-12-31
Contractor: (041610) SEA KING CNTY PUBLIC HEALTH
Number DateType DescriptionAmount
Adden #1-21 - Seattle King County Department of Public Health -
changes to contract language as negotiated by attorneys for both parties
(New Expiration Date: 12/31/2022)
$0Addendum Adden #1-21 2021-06-09
CAG-21-079 Feminist Women's Health Center dba Cedar River Clinics - Reproductive
Health Care needs for low income women
$20,000 $20,000 P 2021-04-01 2022-12-31
Contractor: (014470) CEDAR RIVER CLINICS
CAG-21-080 Institute for Family Development - 2021-2022 Services PACT Program for
high risk children with counseling and support services
$20,000 $20,000 P 2021-04-01 2022-12-31
Contractor: (037556) INSTITUTE FOR FAMILY DEV
CAG-21-081 Kindering Center - 2021-2022 Funding for Developmental Health Services
for homeless children 0-8 years
$15,000 $15,000 P 2021-04-01 2022-12-31
Contractor: (041078) KINDERING CENTER
CAG-21-082 Catholic Community Services of King County - 2021-2022 Funding for
temporary emergency shelter for single men
$100,814 $100,814 P 2021-04-02 2022-12-31
Contractor: (014310) CATHOLIC COMMUNITY SERVICES
CAG-21-083 U.K. Elite Soccer dba Steel Soccer - Youth Soccer Classes & Camps (Rev
$10 per player session)
$0 $0 R 2021-04-01 2021-12-31
Contractor: UNKNOWN VENDOR
CAG-21-085 OneAmerica - 2021-2022 Engligh trainings, workshops and classes for low
income immigrant families
$15,000 $15,000 P 2021-04-05 2022-12-31
Contractor: (058046) ONEAMERICA
CAG-21-090 King County - ILA for Conservation Futures Grant Award - Fawcett ROFR
Acquisition ($305,181 rev)
$305,181 $305,181 R 2021-04-27 2999-12-31
Contractor: UNKNOWN VENDOR
CAG-21-093 Canber Corps - 2021 Spring tree planting $4,182 $4,186 P 2021-04-12 2021-05-31
Contractor: (013391) CANBER CORPS
Number DateType DescriptionAmount
CO #1-21 - Canber Corps - Addition of funds to correct sales tax rate
from 10.0% to 10.1% (New Expiration Date: 05/31/2021)
$4Change CO #1-21 2021-05-26
CAG-21-094 Refugee Women's Alliance - 2021-2022 Funding for Case Management for
immigrants & refugees
$15,600 $15,600 P 2021-04-12 2022-12-31
Contractor: (066309) REFUGEE WOMENS ALLIANCE
CAG-21-095 Communities in Schools Renton-Tukwila - 2021-2022 funding for Mentor
Program
$18,000 $18,000 P 2021-04-12 2022-12-31
Contractor: (017602) COMMUNITIES IN SCHOOL INC
CAG-21-096 Puget Sound OIC dba Puget Sound Training Center - 2021-2022 Funding
for Employment Coaching/Skills Training for low-income individuals
$15,000 $15,000 P 2021-04-12 2022-12-31
Contractor: (064537) PUGET SOUND TRAINING CENTER
CAG-21-097 Communities in Schools Renton-Tukwila - 2021-2022 Funding for School
Site Coordinators
$54,888 $54,888 P 2021-04-12 2022-12-31
Contractor: (017602) COMMUNITIES IN SCHOOL INC
CAG-21-098 Partner in Employment - Joint MOU 2021-2022 for Employment Case
Management Services for refugees and immigrants
$18,000 $291,500 P 2021-04-12 2022-12-31
Contractor: (060526) PARTNER IN EMPLOYMENT
Minority Owned
Number DateType DescriptionAmount
Adden #1-21 - Partner in Employment - correcting original contract
amount to $291,500 due to clerical error (New Expiration Date:
12/31/2022)
$273,500Addendum Adden #1-21 2021-05-20
CAG-21-099 Brian Hoskins - 60-minute piano performance with Mike Simpson for
Beyond the Stage History of Jazz
$200 $200 P 2021-04-06 2021-04-15
Contractor: (011328) BRIAN HOSKINS
CAG-21-100 Lutheran Community Services NW - 2021-2022 funding for counseling
services for refugees and asylum seekers
$15,000 $15,000 P 2021-04-14 2022-12-31
Contractor: (045585) LUTHERAN COMMUNITY SERVICES NW
CAG-21-101 AquaTechnex, LLC - Vegetation Management (Milfoil removal) at Renton
Beach Parks
$5,726 $5,726 P 2021-04-16 2021-06-30
Contractor: (005250) AQUA TECHNEX LLC
CAG-21-102 YWCA - 2021-2022 Funding for emergency housing for homeless families
with children
$24,000 $24,000 P 2021-04-19 2022-12-31
Contractor: (093463) YWCA
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Community Services
CAG-21-103 King County Sexual Assault Resource Center (KCSARC) - 2021-2022 Joint
MOU for comprehensive sexual assault services
$160,224 $160,224 P 2021-04-20 2022-12-31
Contractor: (042170) KING CNTY SEXUAL ASSAULT
CAG-21-107 Orion Industries - 2021-2022 Funding for Vocational Services to obtain and
maintain employment
$18,000 $18,000 P 2021-04-24 2022-12-31
Contractor: (058275) ORION INDUSTRIES
Disadvantaged Business
CAG-21-111 YWCA - 2021-2022 Funding for Children's Domestic Violence Services $16,100 $16,100 P 2021-04-27 2022-12-31
Contractor: (093463) YWCA
CAG-21-112 Catholic Community Services of King County - 2021-2022 Funding for
Volunteer Chore Services
$20,000 $20,000 P 2021-04-28 2022-12-31
Contractor: (014310) CATHOLIC COMMUNITY SERVICES
CAG-21-113 Klinge & Associates Inc - Pressure washing court surfaces in various parks $8,789 $8,789 P 2021-04-28 2021-06-30
Contractor: (042550) KLINGE AND ASSOCIATES INC
CAG-21-114 Trelstad Enterprises LLC - 2021 Early Summer Tree Maintenance $67,210 $67,271 P 2021-04-30 2021-07-31
Contractor: (082475) TRELSTAD TREE
Number DateType DescriptionAmount
CO #1-21 - Trelstad Enterprises LLC - Addition of funds to correct sales
tax rate from 10.0% to 10.1% (New Expiration Date: 07/31/2021)
$61Change CO #1-21 2021-05-26
CAG-21-115 Hyatt Regency Lake Washington at Seattle's Southport - Hyatt listed as title
sponsor of Chalk Your Walk Event ($2,000 rev)
$2,000 $2,000 R 2021-04-29 2021-05-31
Contractor: UNKNOWN VENDOR
CAG-21-116 Road Construction NW - Thomas Teasdale Park Basketball Court
Replacement
$123,312 $125,846 P 2021-05-03 2021-07-31
Contractor: (068803) ROAD CONSTRUCTION NW INC
Number DateType DescriptionAmount
CO #1-21 - Road Construction NW - Thomas Teasdale Park Basketball
Court Replacement - Root Barrier (New Expiration Date: 07/31/2021)
$2,534Change CO #1-21 2021-05-25
CO #1-21a - Road Construction NW - applied corrected expiration date of
7/31/2021. (New Expiration Date: 07/31/2021)
$0Change CO #1-21a 2021-06-04
CAG-21-118 King County Dept of Community & Human Services - Funding for
CDBG-CV (Coronavirus) Round 1 Funds ($411,178 rev)
$411,178 $411,178 R 2021-05-05 2021-12-31
Contractor: UNKNOWN VENDOR
CAG-21-119 Lifewire - 2021-2022 Funding for Advocacy Services for survivors of
domestic violence
$21,030 $21,030 P 2021-05-07 2022-12-31
Contractor: (022990) LIFE WIRE
CAG-21-120 Lifewire - 2021-2022 Funding for Housing Stability for domestic abuse
survivors
$15,000 $15,000 P 2021-05-07 2022-12-31
Contractor: (022990) LIFE WIRE
CAG-21-121 Skyhawks Sports Academy - Summer Daycamps to provide life skills
through sports (rev TBD)
$0 $0 R 2021-04-30 2021-09-30
Contractor: UNKNOWN VENDOR
CAG-21-122 C.A.S.T. for Kids - Fishing Program $2,500 $2,500 P 2021-05-07 2021-06-05
Contractor: (012952) C.A.S.T. FOR KIDS FOUNDATION
CAG-21-124 Key to Change - Short presentation about the purpose/programs of Key to
Change and entertainment by students
$300 $300 P 2021-05-11 2021-05-12
Contractor: (065159) THE KEY TO CHANGE
Minority Owned, Disadvantaged Business
CAG-21-127 Landscape Structures, Inc - Liberty Park Playground Replacement $500,967 $500,967 P 2021-05-12 2021-11-15
Contractor: (043319) LANDSCAPE STRUCTURES INC
CAG-21-129 Seattle Metro Softball Umpire Association - Provide Umpires for City's
Recreation Adult Softball and Kickball Leagues
$25,000 $25,000 P 2021-05-12 2021-11-30
Contractor: (072700) SEA METRO SOFTBALL UMPIRE ASSN
CAG-21-130 ARC Architects - Design Services - Henry Moses Aquatics Center $55,000 $55,000 P 2021-05-13 2021-12-31
Contractor: (003922) ARC ARCHITECTS INC
CAG-21-132 Klean Lots - Pressure Washing of Henry Moses Aquatic Center Pool Deck
and associated areas
$3,964 $3,964 P 2021-05-17 2021-06-15
Contractor: (042525) KLEAN LOTS LLC
CAG-21-135 Krazan & Associates - Thomas Teasdale Park Basketball Court
Replacement - Material Testing Services
$3,738 $3,738 P 2021-05-19 2021-07-31
Contractor: (042791) KRAZAN & ASSOCIATES OF WA INC
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Community Services
CAG-21-136 PlanIT Geo, LLC - 2021 Agreement for Forest Management Plan
Professional Services
$99,980 $99,980 P 2021-05-24 2022-02-28
Contractor: (062185) PLAN IT GEO LLC
CAG-21-137 West African Community Council - 2021-2022 funding for low-cost legal
assistance immigration legal status
$15,000 $15,000 P 2021-05-24 2021-12-31
Contractor: (090580) WESTERN AFRICAN
CAG-21-139 Friends of Youth - 2021-2022 funding for year round shelters for youth and
young adults experiencing homelessness
$15,000 $15,000 P 2021-05-24 2022-12-31
Contractor: (027484) FRIENDS OF YOUTH
CAG-21-143 Renton Housing Authority - CDBG-CV Round 1 Funds for rental assistance $250,000 $250,000 P 2021-06-03 2021-12-31
Contractor: (067310) RENTON HOUSING AUTHORITY
CAG-21-146 PSR Mechanical - Installation of new HVAC Split System at Public Works
Building A in a new office space
$18,145 $18,145 P 2021-06-07 2021-08-01
Contractor: (064542) PSR
CAG-21-148 King County Dept of Community & Human Services - Grant to support
Communities in Schools and Sustainable Renton ($25,000 rev)
$25,000 $25,000 R 2021-06-08 2021-12-31
Contractor: UNKNOWN VENDOR
CAG-21-153 Trelstad Enterprises LLC - 2021 Renton Municipal Airport Tree
Maintenance
$33,911 $33,911 P 2021-06-09 2021-09-03
Contractor: (082475) TRELSTAD TREE
CAG-21-156 Mackenzie - Provide concept design for City Hall Lobby & 7th Floor
Emergency Management Office
$18,937 $18,937 P 2021-06-15 2021-06-30
Contractor: (045998) MACKENZIE ENGINEERING INC
CAG-21-161 Blue Sky Communications - Assessment & development of an Age-Friendly
Renton designation and action plan
$34,000 $34,000 P 2021-06-11 2021-10-31
Contractor: (010237) BLUE SKY COMMUNICATIONS NW
Women Owned
CAG-21-163 Renton Sailing Club - Provide sailing instruction courses along Lake
Washington
$15,000 $15,000 P 2021-06-17 2021-10-31
Contractor: (067707) RENTON SAILING CLUB INC
CAG-21-165 Seattle Ultimate LLC - Provide Ultimate Frisbee Camps for City of Renton
Youth
$10,100 $10,100 P 2021-06-21 2021-08-31
Contractor: (073315) SEATTLE ULTIMATE LLC
CAG-21-166 Skyhawks Sports Academy - Provide Life Skills through Sports for City of
Renton STREAM Team summer camps
$9,000 $9,000 P 2021-06-21 2021-09-30
Contractor: (075265) SKYHAWKS SPORTS ACADEMY INC
CAG-21-167 Communities in Schools Renton-Tukwila - CSO Funding from King County
Council/Dunn
$12,500 $12,500 P 2021-06-23 2021-12-31
Contractor: (017602) COMMUNITIES IN SCHOOL INC
CAG-21-168 Sustainable Renton - CSO Funding from King County Council/Dunn $12,500 $12,500 P 2021-06-23 2021-12-31
Contractor: (079286) SUSTAINABLE RENTON
LAG-21-005 Day 1 Academies dba Bezos Academy - Tuition-Free Education and
Services for Montessori style preschool program
$0 $0 R 2021-06-15 2036-06-14
Contractor: UNKNOWN VENDOR
PAG-21-003 Puget Sound Energy - Right of Entry Permit for Black River Riparian Forest $0 $0 M 2021-04-15 2021-07-01
Contractor: UNKNOWN VENDOR
49
$2,008,376
9
$291,000
6
$7,686
59
$2,307,062
7
$743,359
1
$27,000
0
$0
8
$770,359
1
$0
1
$0
0
$0
2
$0
57
$2,751,735
11
$318,000
6
$7,686
69
$3,077,421
Total
Change
Addendum
New
TotalMiscellaneousReceivablesPayablesCommunity Services Subtotal
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Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 8 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Datatel
CAG-15-111 Azteca Systems, Inc - Cityworks asset management work order processing
software
$180,000 $257,070 P 2015-05-04 2999-12-31
Contractor: (007045) AZTECA SYSTEMS LLC
Number DateType DescriptionAmount
Adden #1-21 - Azteca Systems, Inc - Contract renewal for workorders,
projects, assets used for job costing. Adden Term: 4/13/2021-4/12/2022.
(New Expiration Date: 12/31/2999)
$77,070Addendum Adden #1-21 2021-05-26
1
$77,070
1
$77,070
1
$77,070
1
$77,070
Total
Addendum
TotalPayablesDatatel Subtotal
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Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 9 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Executive
CAG-19-211 Colehour & Cohen (dba C & C) - Family First Community Center Marketing
Services
$20,000 $32,000 P 2019-07-24 2021-03-31
Contractor: (012948) C+C INC
Number DateType DescriptionAmount
Adden #2-21 - Colehour & Cohen - time extension (New Expiration Date:
03/31/2021)
$0Addendum Adden #2-21 2021-04-13
1
$0
1
$0
1
$0
1
$0
Total
Addendum
TotalPayablesExecutive Subtotal
\\EDEN\EdenReports\reports\SiteSpec\renton\Linked Reports\CM\contracts_executed.rpt
Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 10 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Finance
CAG-21-149 Office of the Washington State Auditor - Audit Engagement to perform
audits in accordance with provisions of Ch 43.09 RCW for year ending
12/31/2020
$131,000 $131,000 P 2021-06-10 2021-12-31
Contractor: (088635) STATE AUDITORS OFFICE
CAG-21-157 Pacifica Law Group - B&O Tax Legal Services $90,000 $90,000 P 2021-06-15 2023-12-31
Contractor: (059960) PACIFICA LAW GROUP LLP
2
$221,000
2
$221,000
2
$221,000
2
$221,000
Total
New
TotalPayablesFinance Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
HRRM
CAG-19-368 GALLAGHER BENEFIT SERVICES INC - Broker & Consultant Services for
City Healthcare Plans
$84,900 $94,900 P 2019-12-23 2021-12-02
Contractor: (028347) GALLAGHER BENEFIT SERVICES INC
Number DateType DescriptionAmount
Adden #1-21 - Gallagher Benefit Services, Inc - clarification on scope of
work and additional scope of work (New Expiration Date: 12/02/2021)
$10,000Addendum Adden #1-21 2021-05-26
CAG-21-106 Aperture EQ, LLC - Commander Promotional Exam Facilitation $9,400 $9,400 P 2021-03-26 2021-06-25
Contractor: UNKNOWN VENDOR
CAG-21-141 Seamark Law Group, PLLC - Legal services to defend case of Lund vs City
of Renton (no expiration date)
$34,000 $34,000 P 2021-05-25 2999-12-31
Contractor: (072287) SEAMARK LAW GROUP PLLC
CAG-21-154 AWC Association of Washington Cities - Drug and Alcohol Consortium
Services
$4,500 $4,500 P 2021-04-05 2999-12-31
Contractor: (006360) ASSN OF WASHINGTON CITIES
CAG-21-164 J Graham, Inc - Agreement for Healthcare Claims Audit Services $12,500 $12,500 P 2021-06-22 2021-12-31
Contractor: (039177) J GRAHAM INC
4
$60,400
1
$10,000
5
$70,400
4
$60,400
1
$10,000
5
$70,400
Total
Addendum
New
TotalPayablesHRRM Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Information Technology
CAG-17-232 LexisNexis Claims Solutions, Inc - Law Enforcement Software Services
($708.33/mth, no expiration date). 5-yr total is $42,500 - re-evaluate at end
of 5 years.
$42,500 $49,666 P 2017-12-12 2999-12-31
Contractor: (044446) LEXISNEXIS RISK SOLUTIONS
Number DateType DescriptionAmount
Adden #1-21 - LexisNexis - Annual support (term through 2/28/2022)
(New Expiration Date: 12/31/2999)
$7,166Addendum Adden #1-21 2021-06-04
CAG-18-084 Cities Digital, Inc - Laserfiche Rio Upgrade $95,927 $148,376 P 2018-05-15 2999-12-31
Contractor: (015775) CITIES DIGITAL INC
Number DateType DescriptionAmount
Adden #1-21 - Cities Digital (CDI) - Laserfiche Annual License and
support services (Adden Term: 6/2/2021 - 5/9/2022). (New Expiration
Date: 12/31/2999)
$52,449Addendum Adden #1-21 2021-06-09
CAG-19-074 SeeClickFix, Inc. - Customer Request Management System Software $48,590 $84,680 P 2019-03-25 2999-12-31
Contractor: (073513) SEECLICKFIX INCORPORATED
Number DateType DescriptionAmount
Adden #1-21 - SeeClickFix, Inc - Contract renewal for citizen
portal/capability to report issues to City. Term; 3/25/2021 - 3/24/2022
(main contract is ongoing - no expiration date). (New Expiration Date:
12/31/2999)
$36,090Addendum Adden #1-21 2021-05-26
CAG-20-478 Kroll Responder Security Services - End Point security monitoring and
response services (month to month, no expiration date)
$76,150 $201,150 P 2020-11-24 2022-05-25
Contractor: (042956) KROLL ASSOCIATES INC
Number DateType DescriptionAmount
Adden #1-21 - Kroll Responder - Renewal for Security Services (New
Expiration Date: 05/25/2022)
$125,000Addendum Adden #1-21 2021-04-23
CAG-21-160 NPDESPro, LLC - NPDESPro Software as a Service (SaaS) for Public
Works Surface Water Utility
$20,918 $20,918 P 2021-06-24 2999-12-31
Contractor: (082050) NPDESPRO LLC
CAG-21-162 Qualtrics LLC (SAP America Inc) - Qualtrics Software as a Service
purchase for Community Services
$35,250 $35,250 P 2021-06-21 2999-12-31
Contractor: (065117) QUALTRICS LLC
2
$56,168
4
$220,705
6
$276,873
2
$56,168
4
$220,705
6
$276,873
Total
Addendum
New
TotalPayablesInformation Technology Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Other
CAG-09-133 Enterprise GIS Project - ELA to provide GIS data & Information services
which allows unlimited access using existing licenses ($50,000 x 3 years)
exp: 6/25/2012
$150,000 $331,665 P 2009-06-30 2023-12-31
Contractor: (024349) ENVIRONMENTAL SYSTEMS RESEARCH
Number DateType DescriptionAmount
Adden #1-21 - ESRI - Additional agreement services for Enterprise
Software/Maintenance. (New Expiration Date: 12/31/2023)
$181,665Addendum Adden #1-21 2021-05-26
CAG-11-094 Permitting, inspection & licensing software to replace Permits Plus (current
software system) ($582,148.00 - 1st year)
$582,148 $621,128 P 2011-05-06 2999-12-31
Contractor: (023171) TYLER TECHNOLOGIES INC
Number DateType DescriptionAmount
Adden #2-21 - Tyler Technologies - Additional agreement services for
Energov/Permitting system (ongoing - no expiration date). (New
Expiration Date: 12/31/2999)
$38,980Addendum Adden #2-21 2021-05-26
CAG-20-352 Mobile Electrical Distributors, Inc. - Purchase order agreement $99,770 $105,570 P 2020-09-22 2026-12-31
Contractor: (050198) MOBILE ELECTRICAL DISTRIBUTORS
Disadvantaged Business, Women Owned
Number DateType DescriptionAmount
Adden #1-21 - Mobile Electrical Distributors, Inc. -Supplement No. 1 - add
one Pedestrian Luminaire (New Expiration Date: 12/31/2026)
$5,800Addendum Adden #1-21 2021-04-22
LAG-15-003 Attorney & Notary Supply of Washington - 200 Mill Bldg Lease Agr, Suite
410
$171,112 $171,112 R 2015-07-22 2022-07-31
Contractor: UNKNOWN VENDOR
Number DateType DescriptionAmount
Adden #3-21 - Attorney & Notary Supply - Lease extension (New
Expiration Date: 07/31/2022)
$0Addendum Adden #3-21 2021-04-19
3
$226,444
3
$226,444
1
$0
1
$0
4
$226,444
4
$226,444
Total
Addendum
TotalReceivablesPayablesOther Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Police
CAG-21-126 Edward Byrne Memorial Justice Assistance Grant (JAG) FY 2020 Local
Solicitation - 2020 FY JAG ($31,613)
$31,613 $31,613 R 2021-05-12 2023-09-30
Contractor: UNKNOWN VENDOR
1
$31,613
1
$31,613
1
$31,613
1
$31,613
Total
New
TotalReceivablesPolice Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Property Lease
LAG-14-001 George Pocock Rowing Foundation - Cedar River Boathouse Agreement $90,568 $90,568 R 2014-02-25 2021-12-31
Contractor: (5117) GEORGE POCOCK, ROWING FOUNDATION
Number DateType DescriptionAmount
Adden #1-21 - George Pocock Rowing Foundation - Cedar River
Boathouse Lease extension (New Expiration Date: 12/31/2021)
$0Addendum Adden #1-21 2021-04-07
1
$0
1
$0
1
$0
1
$0
Total
Addendum
TotalReceivablesProperty Lease Subtotal
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Public Works
CAG-15-089 KPG, P.S. - Rainier Av S. Corridor Improvements Phase 4 Survey $98,586 $2,954,964 P 2015-10-23 2026-12-31
Contractor: (042772) KPG INC
Number DateType DescriptionAmount
Adden #8-21 - KPG, P.S. - Management Reserve request for additional
traffic analyses and design revisions (New Expiration Date: 12/31/2026)
$0Addendum Adden #8-21 2021-04-15
CAG-15-177 OTAK, Inc - Lake WA Loop Trail Project $274,891 $953,573 P 2015-08-26 2021-12-31
Contractor: (058565) OTAK INC
Number DateType DescriptionAmount
CAG-15-177, Adden #11-21 - Otak, Inc. - Construction Engineering
Services
$51,418AddendumAdden #11-21 2021-06-08
CAG-17-082 Perteet, Inc. - N. Park Avenue Extension - Preliminary Design and Design
Report Phase
$159,655 $1,051,836 P 2017-05-09 2025-12-31
Contractor: (061292) PERTEET INC
Number DateType DescriptionAmount
CAG-17-082 - Adden #14-21 - Perteet - Additional BNSF appraisal, and
support to Boeing for construction of duct bank system.
$42,559Addendum Adden #14-21 2021-06-08
CAG-17-193 Carollo Engineers, Inc. - Water System Plan Update $421,419 $476,702 P 2017-10-23 2022-06-30
Contractor: (013783) CAROLLO ENGINEERS PC
Number DateType DescriptionAmount
Adden #3-21 - Carollo Engineers, Inc. - Time extension only - Additional
time for hydraulic model training and support, WTR-09-0027 (New
Expiration Date: 06/30/2022)
$0Addendum Adden #3-21 2021-06-28
CAG-18-026 RH2 Engineering, Inc. - PRV Station Rehabilitation & Replacement Study $195,190 $195,190 P 2018-02-14 2021-07-31
Contractor: (068180) RH2 ENGINEERING INC
Number DateType DescriptionAmount
Adden #4-20 - TIME EXTENSION SHOULD HAVE BEEN 7/31/2021 -
RH2 Engineering - Time extension for Completion of Engineering Study
(WTR1300130)
$0Addendum 2021-04-06
CAG-18-201 Department of Ecology - DOE - Duvall Avenue NE Project - Grant
agreement to include water quality improvements
$1,631,919 $1,631,919 R 2018-09-23 2022-06-30
Contractor: (4638) WA STATE DEPT OF ECOLOGY
Number DateType DescriptionAmount
Adden #1-21 - Washington State Department of Ecology - Extend grant
agreement expiration date (New Expiration Date: 06/30/2022)
$0Addendum Adden #1-21 2021-06-28
CAG-18-267 Ferguson Enterprises, Inc - Automated Metering Infrastructure Technology
and Software Upgrade
$363,173 $436,466 P 2018-12-13 2999-12-31
Contractor: (025811) FERGUSON US HOLDINGS INC
Number DateType DescriptionAmount
Adden #1-21 - Ferguson Enterprises, Inc - Renewing subscription fees
through 2022 (master contract has no expiration date) (New Expiration
Date: 12/31/2999)
$73,294Addendum Adden #1-21 2021-06-25
CAG-19-001 R.W. Scott Construction, Co. - Renton Avenue South Resurfacing Project
Contract doesn't expire until project close out
$1,585,248 $1,801,789 P 2019-03-25 2021-12-31
Contractor: (071670) RW SCOTT CONSTRUCTION CO
Number DateType DescriptionAmount
CO #13-21 - RW Scott Construction Co. - Reconciliation Change Order
(New Expiration Date: 12/31/2021)
$-52,486Change CO #13-21 2021-06-11
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Public Works
CAG-19-023 Louis Berger U.S. Inc.- Heather Downs Detention Pond Water Quality
Retrofit Project
$111,600 $126,968 P 2019-02-05 2021-12-31
Contractor: (080770) WSP USA SOLUTIONS INC
Number DateType DescriptionAmount
Adden #3-20a - amount wasn't entered - WSP USA, inc. - Construction
Support and Time Extension (SWP273989)
$7,350Addendum 2021-04-06
CAG-19-274 DGK, Inc. dba widener & Assoc - Environmental Services for the Lake
Washingtion Loop Trail Project
$34,993 $48,838 P 2019-09-27 2035-12-31
Contractor: (091850) WIDENER & ASSOCIATES
Number DateType DescriptionAmount
Adden #1-20 - DGK, Inc. dba widener & Assoc -Time Extention only (New
Expiration Date: 12/31/2025)
$0AddendumAdden #1-20 2021-06-28
Adden #2-21 - DGK, Inc. dba widener & Assoc - Environmental services,
services during construction
$13,844Addendum Adden #2-21 2021-06-28
CAG-19-275 Sound Resource Management Group - Solid Waste Technical Service &
Rate Modeling
$33,750 $57,375 P 2019-09-20 2021-12-31
Contractor: (076055) SOUND RESOURCE MGMT GROUP INC
Number DateType DescriptionAmount
Adden #2-21 - Sound Resource management Group -Scope of Work
change, and compensation increase
$23,625Addendum Adden #2-21 2021-05-12
CAG-19-292 BNSF - Grade Crossing Signal Installation Agreement - Wells Avenue S $197,832 $261,924 P 2019-10-21 2025-12-31
Contractor: (012418) BNSF RAILWAY COMPANY
Number DateType DescriptionAmount
Adden #1-21 - BNSF - Replace Existing Crossing Surface - Wells Avenue
S (New Expiration Date: 12/31/2025)
$64,092Addendum Adden #1-21 2021-05-12
CAG-19-293 Grade Crossing Signal Installation Agreement - Williams Avenue S $197,832 $265,579 P 2019-10-21 2025-12-31
Contractor: (012418) BNSF RAILWAY COMPANY
Number DateType DescriptionAmount
Adden #1-21 - BNSF - Replace Existing Crossing Surface - Williams Ave
S (New Expiration Date: 12/31/2025)
$67,747AddendumAdden #1-21 2021-05-12
CAG-19-295 BNSF - Preliminary Engineering Services Agreement - Park Avenue North
Extension Project - received signed contract back on 4/13/2021
$30,000 $30,000 P 2019-11-06 2024-12-31
Contractor: (012418) BNSF RAILWAY COMPANY
CAG-20-001 Cascade Civil Construction, LLC. - Williams Av S and Wells Av S
Conversion Project
$7,733,423 $8,633,923 P 2020-03-24 2024-03-30
Contractor: (013903) CASCADE CIVIL CONSTRUCTION
Number DateType DescriptionAmount
CO #2-21 - Cascade Civil Construction, LLC - Change Order #2 - Water
connections
$17,000Change CO #2-21 2021-04-15
CO #3-21 - Cascade Civil Construction, LLC - Change Order #3 - Two
additional flashing Stop signs
$6,000Change CO #3-21 2021-04-15
CO #4-21 - Cascade Civil Construction - Change Order #4 - Business
Open signage
$25,000Change CO #4-21 2021-04-15
CO #5-21 - Cascade Civil Construction LLC - Change Order #5 -
COVID-19 Safety Plan
$60,000Change CO #5-21 2021-04-15
CAG-20-001, CO #6-21 - Cascade Civil Construction, LLC - Change
Order #6 - Sewer manholes and bypass - S. 2nd & Burnett
$270,000Addendum Adden #6-21 2021-06-08
CAG-20-001, CO #7-21 - Cascade Civil Construction, LLC - Change
Order #7 - Revised Sales Tax (10.1%)
$2,500Change CO #7 2021-06-28
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Public Works
CAG-20-008 Transpo Group USA, Inc. - Renton ADA Transition Plan Update $79,000 $123,900 P 2020-01-20 2021-12-31
Contractor: (082361) TRANSPO GROUP USA INC
Number DateType DescriptionAmount
Adden #3-21 - Transpo Group USA - ADA Transition Plan Updated (New
Expiration Date: 12/31/2021)
$0Addendum Adden #3-21 2021-06-11
CAG-20-018 Design Engineering Services Agreement for the Renton Elementary &
Middle School Crossing Project.
$99,712 $273,780 P 2020-03-03 2025-12-31
Contractor: (017705) CONCORD ENGINEERING INC
Minority Owned, Disadvantaged Business, Women Owned
Number DateType DescriptionAmount
Adden #3-21 - Concord Engineeering - additional engineering services
during construction (New Expiration Date: 12/31/2025)
$75,314Addendum Adden #3-21 2021-05-12
CAG-20-052 Concord Engineering _ Professional Services for Network Mobility
Evaluation
$34,450 $63,420 P 2020-02-27 2022-04-30
Contractor: (017705) CONCORD ENGINEERING INC
Minority Owned, Disadvantaged Business, Women Owned
Number DateType DescriptionAmount
Adden #2-21 - Concord Engineering - scope addition and time extension
(New Expiration Date: 04/30/2022)
$28,970AddendumAdden #2-21 2021-06-08
CAG-20-113 Prime Electric - Signal pole replacement - S. Grady Way & Talbot Rd. S.$105,000 $105,000 P 2020-05-27 2021-12-31
Contractor: (063506) PRIME ELECTRIC INC
Number DateType DescriptionAmount
CO #1-21 - Prime Electric, Inc. - Time Extension only (New Expiration
Date: 12/31/2021)
$0Change CO #1-21 2021-05-12
CAG-20-126 Active Construction, Inc. - Lake Washington Loop Trail Project $1,709,709 $1,709,709 P 2021-04-07 2030-12-31
Contractor: (000767) ACTIVE CONSTRUCTION INC
CAG-20-150 P.G.H. Excavating, Inc. - Renton School Crossings - Construction Contract
- Renton Elementary and Middle School Crossings
$374,703 $381,312 P 2021-03-05 2030-12-31
Contractor: (061616) PGH EXCAVATING INC
Number DateType DescriptionAmount
CO #1-21 - PGH Excavating, inc. - Median Deletion at Sierra Heights
Middle School (New Expiration Date: 12/31/2030)
$6,609Change CO #1-21 2021-06-08
CO #2-21 - PGH Exacavating, Inc. - RRFB Foundation Change$0Change CO #2-21 2021-06-08
CAG-20-336 Perteet - Safe Routes to Transit - Design Engineering Services - Perteet $79,483 $282,856 P 2020-09-24 2025-12-31
Contractor: (061292) PERTEET INC
Number DateType DescriptionAmount
Adden #4-21 - Perteet Inc - Transfer of funds from subcontractors
authorized budget to prime consultant for extra design services/add'l
expenses (New Expiration Date: 12/31/2025)
$10,937Addendum Adden #4-21 2021-04-29
Adden #5-21 - Perteet Inc - Transfer of funds from subcontractor budget
to prime consultant for extra design service expense (New Expiration
Date: 12/31/2025)
$11,150Addendum Adden #5-21 2021-04-29
CAG-20-338 Transpo Group USA, Inc. - Safe Routes to Transit - Design Engineering
Services
$34,800 $252,745 P 2020-09-30 2025-12-31
Contractor: (082361) TRANSPO GROUP USA INC
Number DateType DescriptionAmount
Adden #3-21 - Transpo Group - Continuation to complete Pre-100% plans
to "bid ready" documents, and obtainin WSDOT permitting for pedestrian
crossings
$19,945AddendumAdden #3-21 2021-04-15
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Public Works
CAG-20-393 Gray & Osborne - Renton School Crossings project. $98,500 $126,199 P 2021-03-10 2025-12-31
Contractor: (031245) GRAY & OSBORNE INC
Number DateType DescriptionAmount
ADDEN TO CORRECT COMPLETION ERROR from Adden #1-21 - Gary
& Osborne, Inc - Add Materials Testing, change order support & final
records tasks
$0Addendum 2021-04-27
CAG-20-395 Gray & Osborne, Inc - Duvall Ave NE project CM (Construction
Management) consultant - engineering service constructability review/bid
support
$26,447 $710,648 P 2020-11-09 2025-12-31
Contractor: (031245) GRAY & OSBORNE INC
Number DateType DescriptionAmount
Adden #1-21 - Gary & Osborne - Add construction management services
including material testing and inspection services for construction phase
(New Expiration Date: 12/31/2025)
$684,201Addendum Adden #2-21 2021-05-12
CAG-21-017 Century West Engineering Corporation - A&E On-Call Professional
Services - Pavement
$30,000 $170,013 P 2021-01-20 2021-12-31
Contractor: (014533) CENTURY WEST ENGINEERING CORP
Number DateType DescriptionAmount
Adden #2-21 - Century west engineering Corporation - Increase
Compensation
$46,879Addendum Adden #2-21 2021-04-15
Adden #3-21 - Century West Engineering Corporation- Increase
compensation
$66,607AddendumAdden #3-21 2021-06-08
CAG-21-021 Interagency Agreement for 2021 and 2022 CPA #6060199 with King
County for the Waste Reduction and Recycling Grant $200786
$0 $0 R 2021-04-16 2023-06-30
Contractor: UNKNOWN VENDOR
CAG-21-038 Diversified Holdings NW, LLC. - Heather Downs Detention Water Quality
Retrofit Project
$208,983 $208,983 P 2021-06-21 2021-12-31
Contractor: (021446) DIVERSIFIED HOLDINGS NW LLC
CAG-21-041 Gray & Osborne, Inc. - Lake Washington Loop Trail Project CM contract $25,278 $25,278 P 2021-03-31 2021-12-31
Contractor: (031245) GRAY & OSBORNE INC
CAG-21-062 Gray & Osborne - Lake WA Loop Trail project - CM Services $162,224 $162,224 P 2021-04-22 2025-12-31
Contractor: (031245) GRAY & OSBORNE INC
CAG-21-077 MIG, Inc - Consulting services to conduct feasibility study for Hoquiam Ave
NE Non-Motorized Improvements
$51,950 $51,950 P 2021-04-02 2021-12-01
Contractor: (050948) MOORE IACOFANO & GOLTSMAN INC
CAG-21-084 Foster Garvey PC - Legal services for Park Avenue North Extension project
(TIP No. 20)
$50,000 $50,000 P 2021-04-07 2022-12-31
Contractor: (027127) FOSTER GARVEY PC
CAG-21-087 the Boeing Company - Park Avenue N Extension Project Agreement —
Boeing Permanent Easement
$640,000 $640,000 P 2021-04-12 2999-12-31
Contractor: (010330) THE BOEING COMPANY
CAG-21-088 The Boeing Company - Park Avenue N Extension Project Agreement -
Temporary Construction Easement
$188,547 $188,547 P 2021-04-12 2999-12-31
Contractor: (010330) THE BOEING COMPANY
CAG-21-089 The Boeing company - Park Avenue N Extension Project Agreement —
Boeing Compensation Agreement for Cost to Cure
$1,355,481 $1,355,481 P 2021-04-08 2999-12-31
Contractor: (010330) THE BOEING COMPANY
CAG-21-092 KPFF Consulting Engineers, Inc. - Professional Service Agreement for a
cost estimate to construct a 200 stall park and ride
$15,000 $15,000 P 2021-04-08 2021-12-31
Contractor: (042765) KPFF CONSULTING ENGINEERS
CAG-21-117 All Around Fence Co. - Handrail Replacement $6,377 $6,377 P 2021-05-04 2021-06-16
Contractor: UNKNOWN VENDOR
CAG-21-123 Design and construction for South 7th Street Corridor Improvements - grant
not to exceed $1,000,000
$0 $0 R 2021-05-11 2026-12-31
Contractor: UNKNOWN VENDOR
CAG-21-125 Lower Cedar River Flood Risk Reduction Feasibility Study (SWP2704081)$458,761 $458,761 P 2021-05-12 2022-12-31
Contractor: (056490) NW HYDRAULIC CONSULTANTS INC
CAG-21-128 Parametrix, Inc. - Topographical Survey for CMP Storm System
Replacement Project (SWP274030)
$46,315 $46,315 P 2021-05-12 2021-07-31
Contractor: (060277) PARAMETRIX INC
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AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
ExecutedContract # Description Original Amt Current Amt Class Expiration
Public Works
CAG-21-131 Sierra Pacific Construction, LLC. - Maplewood Creek & Madsen Creek
Sediment Basin Cleaning Project
$255,607 $255,607 P 2021-06-22 2022-12-31
Contractor: (074685) SIERRA PACIFIC CONSTRUCTION
CAG-21-133 Foster Garvey PC - Potential Litigation Clean Water Act $25,000 $25,000 P 2021-05-13 2022-12-31
Contractor: (027127) FOSTER GARVEY PC
CAG-21-142 StreetScan, Inc. - 2021 Walkway Condition Assessment $98,468 $98,468 P 2021-05-27 2021-10-31
Contractor: (078464) STREETSCAN INC
CAG-21-145 Hart Crowser, Inc - Fish Relocation for Maplewood Creek and Madsen
Creek Sediment Cleaning Project 2021 (SWP272057)
$41,408 $41,408 P 2021-06-07 2022-12-31
Contractor: (032832) HART CROWSER INC
CAG-21-150 Three Rivers Mosquito & Vector control - 2021 mosquito Abatement
Program SWP-27-2000
$76,366 $76,366 P 2021-06-11 2021-12-01
Contractor: (081341) THREE RIVERS MOSQUITO & VECTOR
CAG-21-151 Perteet, Inc. - Evaluation of Pavement Management Plan Strategies $23,680 $23,680 P 2021-06-10 2022-12-31
Contractor: (061292) PERTEET INC
CAG-21-155 FAA - Local Agency Agreement with the Federal Aviation Administration
under the Airport Coronavirus Response Grant Program (ACRGP). $57,162
$57,162 $57,162 R 2021-06-17 2025-05-17
Contractor: (1020) FEDERAL AVIATION ADMIN
CAG-21-158 Public Health Seattle & King County (PHSKC) - Community Services
Agreement 6218 EHS for 2021-2022 LHWMP Projects (112,349.68)
$0 $0 R 2021-06-22 2022-12-31
Contractor: UNKNOWN VENDOR
21
$5,843,856
20
$1,557,932
4
$64,623
43
$7,466,411
4
$57,162
1
$0
0
$0
5
$57,162
25
$5,901,018
21
$1,557,932
4
$64,623
48
$7,523,573
Total
Change
Addendum
New
TotalReceivablesPayablesPublic Works Subtotal
\\EDEN\EdenReports\reports\SiteSpec\renton\Linked Reports\CM\contracts_executed.rpt
Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 21 of 22
AGENDA ITEM #5. b)
Contracts Fully Executed
For 04/01/2021 to 06/30/2021
86
$8,526,550
44
$2,456,091
11
$74,943
133
$11,057,585
15
$832,134
4
$27,000
0
$0
19
$859,134
2
$0
2
$0
0
$0
4
$0
103
$9,358,684
50
$2,483,091
11
$74,943
156
$11,916,719
Total
Change
Addendum
New
TotalMiscellaneousReceivablesPayablesGrand Total by Type
4
$133,530
118
$10,418,052
11
$506,004
133
$11,057,585
14
$774,972
5
$84,162
0
$0
19
$859,134
3
$0
1
$0
0
$0
4
$0
21
$908,502
124
$10,502,214
11
$506,004
156
$11,916,719
Total
WMBE
Non-WMBE
Unknown Vendor
TotalMiscellaneousReceivablesPayablesGrand Total by WMBE
\\EDEN\EdenReports\reports\SiteSpec\renton\Linked Reports\CM\contracts_executed.rpt
Data as of: 7/2/2021 5:06:59PM Printed: 7/2/2021 Page 22 of 22
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AB - 2897
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: Utility Billing Leak Adjustment for Valley Medical Center
RECOMMENDED ACTION: Refer to Finance Committee
DEPARTMENT: Administrative Services Department
STAFF CONTACT: Terri Weishaupt, Accounting Supervisor
EXT.: 6920
FISCAL IMPACT SUMMARY:
None
SUMMARY OF ACTION:
The Finance Department received a request for a leak adjustment from the Valley Medical Center, a
Commercial Property located at 400 S 43rd St, Renton, WA. This account, number 004990-000, receives water
and sewer service from the city, as well as King Cou nty Metro Sewer services. The water leak was located in
the water line outside the building and was identified sometime during February 2021 and was repaired in
March 2021. A request for a leak adjustment was received in March 2021. This leak was located o utside the
building and is eligible for a leak adjustment to both Renton Water and Sewer, and King County services.
The requested adjustment covers the period February through March 2021 and the adjustment breaks down as
follows:
Water $727.62
Sewer $1411.02
KC Sewer $2540.64
Total $4679.28
EXHIBITS:
A. Utility Leak Adjustment 004990-000
STAFF RECOMMENDATION:
Staff recommends an adjustment to this account in the amount of $4679.28 for the applicable Renton wat er
and sewer, and King County Sewer portions of the bill in accordance with City Code 8 -4-46 and 8-5-23.
AGENDA ITEM #5. c)
Service Address: Account #
4990‐000
Month Billed
Prior Year
1 Prior Year 2 Average
Excess
Consumption WATER SEWER KC SEWER
Feb‐21 284 38 34 36 248 124.00 248.00 248.00
minus 7.5 swr 276.5 248 3.62 3.51 6.32
448.88 870.48 1,567.36
Mar‐21 187 29 37 33 154 77.00 154.00 154.00
minus 7.5 swr 179.5 154 Rate per 100 ccf 3.62 3.51 6.32
278.74 540.54 973.28
Water Sewer KC Sewer
727.62$ 1,411.02$ 2,540.64$
Total: $ 4,679.28
Emettlin
Leak Adjustment Calculation ‐ Non‐Residential
Sub‐Total By Service:
7.5 units included in flat rate for sewer
Water refunds are calculated at 50% of the excess consumption.
H:\Finance\Utility Billing\springbrook\LEAK‐BILLING ADJ\Leak Adjustments
400 S 3RD ST
Sewer refunds are calculated at 100% of the excess consumption after subtracting 7.5 units that are included in the flat rate.
Rate per 100 ccf
AGENDA ITEM #5. c)
Water Leak Adjustment Request Form
1055SGRADYWAY,RENTONWA98057PHONE:(425)Ͳ430Ͳ6852FAX:(425)Ͳ430Ͳ6855–ORD.56584/23/2012
'DWH BBBBBBBBBBBB &LW\$FFRXQW1XPEHU BBBBBBBBBBBBBBB
6HUYLFH$GGUHVV BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB%LOOLQJ3HULRG BBBBBBBBBBBBBBBBBBB
/RFDWLRQ7\SH 6LQJOH)DPLO\5HVLGHQWLDO 1RQ5HVLGHQWLDO
/HDN$GMXVWPHQW3ROLF\ 2UGLQDQFH
7KH&LW\ZLOOSURFHVVDQGJUDQWQRPRUHWKDQRQHZDWHUELOOLQJDGMXVWPHQWIRUZDWHUOHDNVRQWKH
FXVWRPHUV
VLGHRIWKHZDWHUPHWHUSHUZDWHUVHUYLFHFRQQHFWLRQHYHU\ILYH \HDUV$GMXVWPHQWV
ZLOOEHFDOFXODWHGRYHUWKHELOOLQJSHULRGVZKHQWKHZDWHUOHDNRFFXUUHGXSWRDPD[LPXPRIWZR
UHJXODUPHWHUUHDGLQJF\FOHV/HDNDGMXVWPHQWVZLOOEHJUDQWHGIRU VHUYLFHOLQHVRQO\EHWZHHQ
WKHPHWHUDQGWKHIRXQGDWLRQRIWKHEXLOGLQJ
$ZULWWHQUHTXHVWIRUDZDWHUELOOLQJDGMXVWPHQWPXVWEHVXEPLWWHGWR8WLOLW\%LOOLQJ&XVWRPHU
6HUYLFHZLWKLQVL[W\ GD\VRIGLVFRYHU\RIWKHZDWHUOHDNDQGRUVL[W\ GD\VRIUHFHLSWRID
QRWLFHIURPWKH&LW\UHJDUGLQJKLJKZDWHUFRQVXPSWLRQDQGWKDWDOHDNPLJKWKDYHRFFXUUHGThe
written request must include the service address, billing periods over which the leak occurred,
location of the leak and a copy of the repair receipt with a clear written description of the
completed repair. Photos verifying the repair and the location of the leak are strongly
recommended.
$GMXVWPHQW0HWKRGRORJ\ 2UGLQDQFH
7KHZDWHUSRUWLRQRIWKHELOOZLOOEHDGMXVWHGE\FKDUJLQJIRURQO\RIWKHH[FHVVFRQVXPSWLRQ
FKDUJHRYHUWKHELOOLQJSHULRG V ZKHQWKHOHDNRFFXUUHG([DPSOHRIDQDGMXVWHGZDWHUELOOLQJ
FDOFXODWLRQ ;&RQVXPSWLRQLQH[FHVVRIKLVWRULFDODYHUDJHIRUELOOLQJSHULRG ;
&RPPRGLW\5DWH$GMXVWPHQWVJUHDWHUWKDQVKDOOEHVXEPLWWHGWRWKH)LQDQFH&RPPLWWHH
IRUDSSURYDORUGHQLDO7KHUHZLOOEHQRDGMXVWPHQWRIWKH%DVLF0RQWKO\&KDUJHRUDQ\RWKHU
ZDWHUFKDUJH 2UG
)RUQRQUHVLGHQWLDOVHZHUDFFRXQWVDIXOODGMXVWPHQWRIWKHVHZHUELOOZLOOEHPDGHIRUDOOOHDNHG
ZDWHUWKDWGLGQRWHQWHUWKHVDQLWDU\VHZHUV\VWHP7KHDGMXVWPHQWZLOOEHGHWHUPLQHGE\
DYHUDJLQJQRUPDOZDWHUFRQVXPSWLRQIURPSUHYLRXVUHSUHVHQWDWLYHELOOLQJSHULRGVDQGFKDUJLQJ
ZDVWHZDWHUYROXPHUDWHVEDVHGRQWKLVQRUPDODYHUDJHYROXPH$GMXVWPHQWVJUHDWHUWKDQ
VKDOOEHVXEPLWWHGWRWKH)LQDQFH&RPPLWWHHIRUDSSURYDORUGHQLDO7KHUHZLOOEHQRDGMXVWPHQW
RIWKHEDVHFKDUJHRUDQ\RWKHUVHZHUFKDUJH
DateLeakwasrepaired:____/____/____LeakRepairedBy:_____________________________________
LocationofLeak:_______________________________________________________________________
TypeofLeak:__________________________________________________________________________
PropertyOwnerName:____________________________________&RQWDFW3KRQH BBBBBBBBBBBBBBB
3URSHUW\2ZQHU6LJQDWXUHBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB'DWH BBBBBBBBBBBB
Note: Attach repair receipts to this request form. Adjustment will not be processed without proof of repair.
Approved Denied Reason______________________________________________________________
3821
400 S 43rd St
✔
3 6 21 Auburn Mechanical
Between meter & west side of Olympic Bldg.
Domestic water
425 228 3440Valley Medical Center
Digitally signed by Kelly Riehl
DN: C=US, E=kelly_riehl@valleymed.org, O=Valley Medical Center, OU=Facilities / Engineering,
CN=Kelly Riehl
Date: 2021.03.09 05:22:44-08'00'
AGENDA ITEM #5. c)
UƟlity Rates Reference:250391
Customer#: 004990‐000 cons lvl rate/ccf
minimum
rate
minimum
rate
minimum
rate
67.33
3.48
29.91
3.37
44.22
5.90
0.00
0.00
0.00
0.00
45.33
6.04
68.68
3.55
30.51
3.44
0.00
0.00
70.05
3.62
31.12
3.51
47.37
6.32
7.501MF/Comm/monthly402KC Sewer
7.501MF/Comm/monthly207Renton
Sewer
.0011 1/2" Non-Residential124Water
2021202020192018
req_description request _ date codecust _ sequence cust _ no
Notice of Constant\Unusual Consumption
0 4 INMJ 02-July-2019 Investigate Major Leak-Running at 55cf per hour-4990
0 4 INMJ 11-September-2017 Investigate Major Leak-running at 71cf per hour-4990
0 4 INMJ 05-December-2016 Investigate Major Leak-running at 70cf per hour-EAM 633124990
0 4NCDR 17-April-2014 Encoder/loose con/cut wire4990
AGENDA ITEM #5. c)
Leak Adjustment InformaƟonBy comaparison periods‐Prior 2 yearsBilled Consumption Amountsand Consumption Customer #: 004990-000Service Address: 400 S 43RD STName: PUBLIC HOSP DIST #1 OF K CClass: 04 COMM$118.3234$89.3134$160.0634$128.7637$99.4237$178.1837$134.9038$104.9238$184.2238$102.9529$73.9629$129.8629$1028.08284$970.52284$1747.48284$676.94187$630.05187$1134.44187Consumption40243250391Consumption2072Consumption1241Consumption40242Consumption2072Consumption1241202120202019AGENDA ITEM #5. c)
02/26/2021 - 03/05/2021
Device Number: 70917690
Account Number: 004990-000
Radio Number: 15491526
Customer Name: PUBLIC HOSP DIST #1 OF K C
Processed Date/Time: Mar 9, 2021 10:18:12 AM
Uploaded Date/Time: Mar 9, 2021 2:00:00 AM
Location: 400 S 43rd St Renton WA 980555714
Metric Time Read Quality Bin Flags Source Type
DeliveredCF 03/05/21
23:00:00 472258 Raw
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ReadReport.20210306020001.csv;1750 Reads
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ReadReport.20210305220001.csv;1731 Reads
DeliveredCF 03/05/21
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ReadReport.20210305220001.csv;1731 Reads
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Page 1 of 5Device Access
3/9/2021https://rntn.sensus-analytics.com/deviceaccess
AGENDA ITEM #5. c)
Technician
Invoice
Invoice Date 03/10/21
Due Date 04/09/21
Remit To:Auburn Mechanical
PO BOX 249
Auburn, WA 98071
18829Work Order:11975
Terms Net 30
Customer PO:Pending
Customer #:11108
Bill To:Service Location:Valley Medical Center
PO Box 31253
Salt Lake City, UT 84131
VMC Olympic Bldg
400 S 43rd St
Renton, WA98055
Water Leak service report: thomas_mcdaniel@vallemed.com;kelly_riehl@valleymed.org
Requested By:Thomas McDaniel
Scope Detail:
Work Description:3/3 - Plumbing foreman coordinated with site plumber and excavation services. Made preliminary parts
list. There is water coming up from underground. This will need to hydro excavated. Started
coordination. The line appears to be supplied from an 1 1/2" backflow. Went to get parts to repair line
when excavated. Cancelled initial vactor vendor because customer switch repair to Saturday. Looked for
new vendor capable of staffing new shutdown date. Booked new vendor. Filled out the required
application and questionnaire. Communicated changes to office support staff.
3/5 - Got to shop. Sourced a vendor for sand. Picked up sand and tools from vendors. Drove back to the
shop and prepped for next days job.
3/6 - Gained access to work area outside electrical room of Olympic Building. Looked at water entry
room. Vactor truck arrived. Created 4'x4' hole. Exposed 1-1/2" copper line which was leaking and
severely kinked. It looked like it had been hit by a backhoe previously. Made new parts list. Went to shop
to get more materials. Returned to site. Removed damaged section of pipe. Used a combination of
brazed couplings and compression fittings to complete repair. Restored service to building. Back filled
hole with sand. Cleaned up and demobilized.
Returned equipment to the shop. Complete.
Page 1
AGENDA ITEM #5. c)
Technician
Price Method:Time and Materials
Date of
Service Description Quantity Price
Unit
Total
Price
Technician
1 - LaborCost Type:
Labor - Service03/03/21 1.00 166.50 166.50CRUZANTONIO
Labor - Service03/03/21 2.50 166.50 416.25SHEFELBINELOGAN
Labor - Service03/03/21 1.00 166.50 166.50CRUZANTONIO
Labor - Service03/05/21 3.00 166.50 499.50EDWARDSMASON
Labor - Service03/06/21 6.00 249.75 1,498.50CRUZANTONIO
Labor - Service03/06/21 6.00 249.75 1,498.50SHEFELBINELOGAN
2 - Materials & EquCost Type:
Purchase -
Romac/Nipples
03/03/21 1.00 764.19 764.19
Purchase - 1/2 yard of
sand - John's credit card
used
03/05/21 1.00 56.40 56.40
Purchase - Wheel
Barrow & Shovels
03/05/21 1.00 243.58 243.58
Purchase - Couplings03/05/21 1.00 328.36 328.36
3 - SubcontractorCost Type:
Purchase - Vactor
services and
decontamination
03/03/21 1.00 2,044.90 2,044.90
4 - OtherCost Type:
Other - Delivery or Dump
Truck fee
03/06/21 1.00 65.00 65.00CRUZANTONIO
7 - MiscellaneousCost Type:
Other - Truck Charge03/06/21 1.00 50.00 50.00CRUZANTONIO
Other - Consumable Fee03/06/21 1.00 20.00 20.00CRUZANTONIO
Tax
Total
Subtotal 7,818.18
789.64
8,607.82
A FINANCE CHARGE OF 1.5% PER MONTH (18% PER ANNUM)
WILL BE CHARGED ON UNPAID BALANCES.
Page 2
AGENDA ITEM #5. c)
Work Order
No: 11975
Service Report
Auburn Mechanical Inc.
P.O. Box 249 Auburn, Washington 98071
Requested Date: 3/2/2021
Service To:VMC Olympic Bldg
Address:400 S 43rd St
Renton WA 98055
Requested
By:
Thomas McDaniel
Phone:503 806 5396
Scopes
Description Service
Item
Return scheduled for Saturday 3/6, 7am. * For 3/5, Mason to use jetter truck and get sand for Antonio, call Antonio for info. * Customer is
reporting a spring of water about 10' outside the building, and the meter spinning. When they shut the water off at the main, the water gush
stops. Requests investigation, and pricing for repairs. Customer plumber will meet on site, Kelly Riehl 206 391 0007. Picture attached to work
order showing location of leak.
Notes
Created from SM Call 6422
Tech: Antonio J Cruz, Date: 3/3/21 - Coordinated with site plumber and excavation services. Made preliminary parts list.
Tech: Logan A Shefelbine, Date: 3/3/21 - Met with Thomas. There is water coming up from underground. This will need to hydroexcavated. Started
coordination. The line appears to be supplied from an 1 1/2" backflow. Went to get parts to repair line when excavated.
Tech: Antonio J Cruz, Date: 3/3/21 - Cancelled initial vactor vendor because customer switch repair to Saturday. Looked for new vendor capable of staffing
new shutdown date. Booked new vendor. Filled out the required application and questionnaire. Communicated changes to office support staff.
Tech: Mason A Edwards, Date: 3/5/21 - Got to shop. Sourced a vendor for sand. Drove to covington to pick up sand. Drove to home depot and got tools
for job. Drove back to shop. Parked truck under tent.
Tech: Antonio J Cruz, Date: 3/6/21 - Gained access to work area outside electrical room of Olympic building. Looked at water entry room. Vactor truck
arrived. Created 4'x4' hole. Exposed 1-1/2" copper line which was leaking and severely kinked. It looked like it had been hit by a backhoe previously. Made
new parts list. Went to shop to get more materials. Returned to site. Removed damaged section of pipe. Used a combination of brazed couplings and
compression fittings to complete repair. Restored service to building. Back filled hole with sand. Cleaned up and demobilized.
Tech: Logan A Shefelbine, Date: 3/6/21 - Picked up truck loaded with sand. Drove to site. Assisted Antonio with repair. Returned truck and equipment to
the shop.
Labor
Date Technician Hours PayType
3/3/2021 Antonio Cruz 1.00 Regular
3/3/2021 Logan Shefelbine 2.50 Regular
3/3/2021 Antonio Cruz 1.00 Regular
3/5/2021 Mason Edwards 3.00 Regular
3/6/2021 Antonio Cruz 6.00 Overtime
3/6/2021 Logan Shefelbine 6.00 Overtime
Parts
Description Quantity
Miscellaneous
Description Quantity
Delivery or Dump Truck fee 1.00
Truck Charge 1.00
Consumable Fee 1.00
Purchase Orders
SMWorkOrderID SMCo WorkOrder POCo PO Status OrderDate VendorGroup Vendor Description POHDKeyID
18637 1 11975 1 18787 0 3/3/2021
12:00:00 AM 1 1321 Romac/nipples 22754
18637 1 11975 1 18817 0 3/3/2021
12:00:00 AM 1 1555 Vactor services and
decontamination 22794
18637 1 11975 1 18867 0 3/5/2021
12:00:00 AM 1 1162 1/2 yard of sand - John's
credit card used 22853
18637 1 11975 1 18881 0 3/5/2021
12:00:00 AM 1 1325 Wheel barrow and 2
shovels 22873
18637 1 11975 1 18885 0 3/5/2021
12:00:00 AM 1 1321 Couplings 22882
Customer
Signature
Signed
By No Signature Date 3/8/2021
AGENDA ITEM #5. c)
Work OrderNo: 11975Service ReportAuburn Mechanical Inc.P.O. Box 249 Auburn, Washington 98071 Requested Date: 3/2/2021Service To:VMC Olympic BldgAddress:400 S 43rd St Renton WA 98055 RequestedBy:Thomas McDanielPhone:503 806 5396ScopesDescription ServiceItemReturn scheduled for Saturday 3/6, 7am. * For 3/5, Mason to use jetter truck and get sand for Antonio, call Antonio for info. * Customer isreporting a spring of water about 10' outside the building, and the meter spinning. When they shut the water off at the main, the water gushstops. Requests investigation, and pricing for repairs. Customer plumber will meet on site, Kelly Riehl 206 391 0007. Picture attached to workorder showing location of leak.NotesCreated from SM Call 6422Tech: Antonio J Cruz, Date: 3/3/21 - Coordinated with site plumber and excavation services. Made preliminary parts list.Tech: Logan A Shefelbine, Date: 3/3/21 - Met with Thomas. There is water coming up from underground. This will need to hydroexcavated. Startedcoordination. The line appears to be supplied from an 1 1/2" backflow. Went to get parts to repair line when excavated.Tech: Antonio J Cruz, Date: 3/3/21 - Cancelled initial vactor vendor because customer switch repair to Saturday. Looked for new vendor capable of staffingnew shutdown date. Booked new vendor. Filled out the required application and questionnaire. Communicated changes to office support staff.Tech: Mason A Edwards, Date: 3/5/21 - Got to shop. Sourced a vendor for sand. Drove to covington to pick up sand. Drove to home depot and got toolsfor job. Drove back to shop. Parked truck under tent.Tech: Antonio J Cruz, Date: 3/6/21 - Gained access to work area outside electrical room of Olympic building. Looked at water entry room. Vactor truckarrived. Created 4'x4' hole. Exposed 1-1/2" copper line which was leaking and severely kinked. It looked like it had been hit by a backhoe previously. Madenew parts list. Went to shop to get more materials. Returned to site. Removed damaged section of pipe. Used a combination of brazed couplings andcompression fittings to complete repair. Restored service to building. Back filled hole with sand. Cleaned up and demobilized.Tech: Logan A Shefelbine, Date: 3/6/21 - Picked up truck loaded with sand. Drove to site. Assisted Antonio with repair. Returned truck and equipment tothe shop.LaborDate Technician Hours PayType3/3/2021 Antonio Cruz 1.00 Regular3/3/2021 Logan Shefelbine 2.50 Regular3/3/2021 Antonio Cruz 1.00 Regular3/5/2021 Mason Edwards 3.00 Regular3/6/2021 Antonio Cruz 6.00 Overtime3/6/2021 Logan Shefelbine 6.00 OvertimePartsDescriptionQuantityMiscellaneousDescriptionQuantityDelivery or Dump Truck fee 1.00Truck Charge 1.00
Consumable Fee 1.00
Purchase Orders
SMWorkOrderID SMCo WorkOrder POCo PO Status OrderDate VendorGroup Vendor Description POHDKeyID
18637 1 11975 1 18787 0 3/3/2021
12:00:00 AM 1 1321 Romac/nipples 22754
18637 1 11975 1 18817 0 3/3/2021
12:00:00 AM 1 1555 Vactor services and
decontamination 22794
18637 1 11975 1 18867 0 3/5/2021
12:00:00 AM 1 1162 1/2 yard of sand - John's
credit card used 22853
18637 1 11975 1 18881 0 3/5/2021
12:00:00 AM 1 1325 Wheel barrow and 2
shovels 22873
18637 1 11975 1 18885 0 3/5/2021
12:00:00 AM 1 1321 Couplings 22882
Customer
Signature
Signed
By No Signature Date 3/8/2021
AGENDA ITEM #5. c)
AGENDA ITEM #5. c)
AB - 2904
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: City-wide Department Reorganization
RECOMMENDED ACTION: Refer to Finance Committee
DEPARTMENT: Administration
STAFF CONTACT: Kristi Rowland, Organizational Development Manager
EXT.:
FISCAL IMPACT SUMMARY:
The estimated net cost for 2021 and 2022 is $392,810 and $980,455 respectively and will add a total of 5
positions effective August 1, 2021. A budget adjustment will be made at the mid -biennium budget adjustment
to account for these changes. To help offset some of these costs, the Grant Management Coordinator
position will be partially funded with America Rescue Plan Act funds and we expect there to be budget savings
due vacant positions in 2021 of approximately $80,000.
SUMMARY OF ACTION:
Over the last two years, new and changing priorities have been brought to the forefront by our community,
leadership, and employees. As a result, our Business Plan has been refreshed and refocused by our Council
and in response, this reorganization. As an organization, we can more effectively work towards the goals of
the Business Plan by creating and adapting departments with more cohesive, right -sized divisions and
programs that can be unified in purpose by a common mission.
Staff recommends approval of a city-wide reorganization to include the following actions, effective August 1,
2021:
• Create the Department of Equity, Housing, and Human Services (EHHS)
• Create an Administrator of EHHS
• Create Administrative Assistant for EHHS
• Create Community Outreach and Events Coordinator
• Move Housing Program from CED to EHHS
• Move Human Services Division from CS to EHHS
• Create the Executive Services Department (ESD)
• Create a Deputy Chief Administrative Officer
• Regrade Admin Secretary in Exec Services to Admin Assistant for ESD
• Regrade Deputy Administrator of Public Affairs to Director of Communications & Engagement
• Move IT from ASD to ESD
• Move Neighborhood Program from Community Services to ESD
• Move Divisions of Clerk, Emergency Management, Organizational Development, and Communications
to ESD
• Change Administrative Services Department (ASD) to Finance Department
• Create Grants Management Coordinator
• Change Community Services Department (CS) to Parks and Recreation Department
AGENDA ITEM #5. d)
• Move Facilities Division from Community Services to Public Works
The proposed changes add two new departments, five new positions, and re-align various work groups and
divisions.
The new Equity, Housing, and Human Services Department will create and staff a DEI program with a
community and internal scope that can have greater impact as a bridge between the community and internal
processes through coordination of a commission that will inform on issues of equity in policy and services. This
essential foundation will serve the Housing and Human Services programs that will become part of this
department in order to bring these priorities to the forefront of city o perations.
The new Executive Services Department will be formed to better align our communications, information,
processes, and systems that enable a high performing organization to meet external customer needs while
also providing high quality customer services internally. This department will include the Office of the City
Clerk, Emergency Management, Communications, Organizational Development (all currently in the Executive
Department, reporting to the CAO) as well as the Information Technology Division, currently within the
Administrative Services Department.
Adding a position to provide grant oversight and compliance city-wide will help to increase opportunities for
the community through a more active focus on pursuing grants.
Approving the city-wide reorganization will resize, refocus, and realign the functions of city departments to
more effectively work towards the goals of the Business Plan. Each department, new and ex isting, will contain
a cohesive collection of divisions and programs that are unified by a common mission.
EXHIBITS:
A. City-wide Reorganization Issue Paper
B. Current and Proposed Organizational Chart
STAFF RECOMMENDATION:
Approve the city-wide reorganization effective August 1, 2021, and approve the related ordinance that
updates departments in City Code when it is ready.
AGENDA ITEM #5. d)
Executive Department
M E M O R A N D U M
DATE: July 12, 2021
TO: Randy Cormann, Council President
Members of Renton City Council
VIA: Armondo Pavone, Mayor
FROM: Ed VanValey, Chief Administrative Officer
STAFF CONTACT: Kristi Rowland, Organizational Development Manager
SUBJECT: City‐wide Department Reorganization
ISSUE:
Should City Departments reorganize to align better with the goals of the City?
RECOMMENDATION:
Staff recommends approval of a City‐wide reorganization to include the following
actions, effective August 1, 2021:
Create the Department of Equity, Housing, and Human Services (EHHS)
o Create an Administrator of EHHS
o Create Administrative Assistant for EHHS
o Create Community Outreach and Events Coordinator
o Move Housing Program from CED to EHHS
o Move Human Services Division from CS to EHHS
Create the Executive Services Department (ESD)
o Create a Deputy Chief Administrative Officer
o Regrade Admin Secretary in Exec Services to Admin Assistant for ESD
o Regrade Deputy Administrator of Public Affairs to Director of
Communications & Engagement
o Move IT from ASD to ESD
o Move Neighborhood Program from Community Services to ESD
o Move Divisions of Clerk, Emergency Management, Organizational
Development, and Communications to ESD
Change Administrative Services Department (ASD) to Finance Department
o Create Grants Management Coordinator
Change Community Services Department (CS) to Parks and Recreation
Department
Move Facilities Division from Community Services to Public Works
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 2 of 7
July 12, 2021
BACKGROUND SUMMARY:
Over the last two years, new and changing priorities have been brought to the forefront
by our community, leadership, and employees. As a result, our Business Plan has been
refreshed and refocused by our Council and in response, this reorganization. As an
organization, we can more effectively work towards the goals of the Business Plan by
creating and adapting departments with more cohesive, right‐sized divisions and
programs that can be unified in purpose by a common mission.
The Equity, Housing, and Human Services Department (EHHS) will create and staff a DEI
program with a community and internal scope that can have greater impact as a bridge
between the community and internal processes through coordination of a commission
that will inform on issues of equity in policy and services. This essential foundation will
serve the Housing and Human Services programs that will become part of this department
in order to bring these priorities to the forefront of city operations.
The new EHHS Administrator of this department will be responsible for the
Diversity, Equity and Inclusion (DEI) efforts that has long been a goal of the City,
operating from inside the Communications division of the Executive Department.
Great strides have been made while also balancing this work with other priorities
of the City. By creating a new department with this work as a key component,
greater and more rapid progress can be possible. The administrator will also lead
the other two elements of the department: Housing and Human Services which
are different in scope but will be supported by the DEI components and
relationships of the department.
Our Housing program, currently located within the Community and Economic
Development Department, has forged strong relationships with community
partners and has leveraged limited resources to their fullest extent. The passage
of HB 1590 brings an opportunity to make a significant investment in affordable
housing. Bringing this program into the EHHS department will broaden and
enhance the reach of this program and bring these efforts closer to those that
effect policy.
Similarly, our Human Services program, currently located within the Community
Services Department, has a similar opportunity with HB 1590 funds to bolster
efforts that address the root causes of housing insecurity while continuing to
support the needs of our most vulnerable community members. By moving to this
new department, this program can leverage relationships and expand its reach to
be more effective in all aspects of this important work.
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 3 of 7
July 12, 2021
These three programs, while successful within their individual departments, can
be more effective and impactful as a cohesive team aligned under a common
vision and leadership.
The Executive Services Department will be formed to better align our communications,
information, processes, and systems that enable a high performing organization to meet
external customer needs while also providing high quality customer services internally.
This department will include the Office of the City Clerk, Emergency Management,
Communications, Organizational Development (all currently in the Executive Department,
reporting to the CAO) as well as the Information Technology Division, currently within the
Administrative Services Department.
The new Deputy Chief Administrative Officer will support the CAO directly on key
priorities while assuming the oversight of divisions and programs currently
reporting to the CAO, that will form an Executive Services Department.
Deputy of Public Affairs will be regraded to Director of Communications and
Engagement as the scope of this role will be narrowed and refocused on the
success of our communications division. This will include the shift of DEI to the
EHHS Department and Intergovernmental Affairs will remain as a direct report to
the CAO. The Communication Division will assume oversight of the Neighborhood
Program Coordinator and reimagine this work for an overall increase in
community engagement, further increasing the capacity of this division and
enable all city departments to make a more positive impact.
Information Technology has historically been paired with the Finance Division to
form the Finance and Information Systems (FIS), Finance and Information
Technology (FIT), or currently Administrative Services Department (ASD)
department. Moving this division to the Executive Services Department will enable
key collaborations with other internal services divisions that also serve external
customers through systems and processes.
Similar to the EHHS Department, the ESD Department will be a cohesive group of
divisions whose functions are aligned with a unifying mission.
Grants are becoming a greater priority of the City, highlighted by the pandemic and need
for related assistance through federal, state, and county dollars. The Finance Department
will expand to include a Grants Management Coordinator to meet the city‐wide need for
oversight and coordination of the many opportunities currently available but untapped
by the City. This will initially be possible through the American Rescue Plan Act funds and
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 4 of 7
July 12, 2021
potentially additional revenue sources generated by actively coordinating grant
solicitation efforts across all departments.
And last, the functions performed by the Facilities Division is better aligned with that of
the Public Works Department. Moving this body of work out of Community Services will
enable Community Services to focus their efforts on the Parks and Recreation programs
offered by the City.
The following changes are proposed:
1. Creation of the Equity, Housing and Human Services (EHHS) Department:
The Equity, Housing and Human Services department will centralize the functions of
Diversity, Equity and Inclusion, affordable and low‐income housing, and human
services under one department. The Human Services program (currently within CS)
and Housing program (currently within CED) will be aligned under the Equity, Housing,
and Human Services department and will work together toward a unified mission
grounded in the city’s equity and inclusion efforts.
A. New EHHS Administrator (M49)
The EHHS Administrator will oversee and coordinate the Equity and
Inclusion, Housing, and Human Services programs. The Administrator will
supervise their Administrative Assistant, the Human Services Program
Manager, Outreach Coordinator, Housing Program Manager, and will
manage the DEI Consultant.
B. New Administrative Assistant (N16)
With the creation of the EHHS department an Administrative Assistant will
be needed to support the department and Administrator.
C. New Community Outreach and Events Coordinator (M22)
The Community Outreach coordinator will work within the EHHS
department to create and coordinate opportunities for stakeholder
engagement as a key element working toward the departments mission.
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 5 of 7
July 12, 2021
D. Move the following workgroups to the EHHS Department. These changes
will not change position or grade, just the department.
i. Human Services
1. Human Services Manager
2. Housing Repair coordinator
3. Human Services Coordinator
4. Housing Maintenance Technician
5. Human Services Administrative Secretary I
ii. Housing
1. Community Development and Housing Manager
2. Housing Programs Manager
2. Creation of the Executive Services Department:
The Executive Services Department (ESD) will organize the city‐wide functions of
communication and information systems under one department. The
Communication Division, Information Technology Division, the Office of the City Clerk,
Emergency Management, and Organizational Development will become the Executive
Services Department to work together toward a unified mission.
A. New Deputy CAO (M49)
The Deputy CAO will lead and oversee the Executive Services department
while also providing direct support to the CAO and Mayor. The DCAO will
act on behalf of the CAO in their absence and will directly supervise the
Communications & Engagement Director, Information Technology
Director, City Clerk, Emergency Management Director, Organizational
Development Manager, and Administrative Assistant.
B. Regrade Admin Secretary I (N09) to Administrative Assistant (N16)
The administrative secretary who supports various workgroups within the
Executive Department will be regraded to Administrative Assistant to
support the Deputy CAO.
C. Regrade Deputy Public Affairs Administrator (M45) to Director of
Communications and Engagement (M38)
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 6 of 7
July 12, 2021
The Deputy Public Affairs Administrator will be regraded to a director,
reporting to the Deputy CAO. The Director of Communications and
Engagement will oversee the Communications Division which will include
Community Engagement, formerly known as the Neighborhood Program.
D. Move the following Divisions/Positions ES Department. These changes will
not change position or grade, just the department
i. City Clerk
ii. Emergency Management
iii. Organizational Development
iv. Communications
v. Information Technology
vi. Neighborhood Coordinator
3. Change the name of the Administrative Services Department (ASD) to Finance
Department
A. Add Grant Management Coordinator (M25‐M28 estimated)
A grant coordinator will help assist in centralizing the grant oversight and
compliance. The City would like to increase opportunities for the
community through a more active focus on pursuing grant opportunities.
Currently each department within the City research grant opportunities,
apply and mange the grant compliance. With the complex nature of
federal grants and the increasing amount of compliance required its
imperative we have a position experienced in both grant writing and grant
compliance. In the current climate of increased federal and state
assistance to help with overall recovery from the pandemic, this position
is even more essential to provide staff who can pursue resources currently
available.
4. Change the name of the Community Services Department to the Parks and Recreation
Department
5. Move Facilities to Public Works
A. Move the following Division to Public Works Department. This change will
not change position or grade, just the department
i. Facilities
AGENDA ITEM #5. d)
Randy Corman, Council President
Members of Renton City Council
Page 7 of 7
July 12, 2021
FISCAL IMPACT:
The estimated net cost for 2021 and 2022 is $392,810 and $980,455 respectively and will
add a total of 5 FTE. A budget adjustment will be made at the mid‐biennium budget
adjustment to account for these changes. To help offset some of these costs, the Grant
Management Coordinator position will be partially funded with America Rescue Plan Act
funds and we expect there to be budget savings due vacant positions in 2021 of
approximately $80,000.
CONCLUSION:
Approving the Citywide reorganization will resize, refocus, and realign the functions of
city departments to more effectively work towards the goals of the Business Plan. Each
department, new and existing, will contain a cohesive collection of divisions and programs
that are unified by a common mission.
Cc: Kari Roller, Administrator of Finance Department
Raevel Chea, Senior Finance Analyst
AGENDA ITEM #5. d)
Public Works
Utilities
Director
Airport
Manager
Transportation
Systems
Director
Maintenance
Services
Director
CED
Building
Official
Economic
Development
Community
Development &
Housing
Program
Long Range
Planning
Planning
Community
Services
Museum
Golf Course
Facilities
Parks and
Trails
Recreation &
Neighborhoods
Neighborhood
Program
Parks, Planning
& Natural
Resources
Human
Services
Human
Services
Housing
Repair
Legal Administrative
Services
Information
Technology
Finance
Finance
Operations
Tax &
Licensing
Budget &
Accounting
Organizational
Development Police
Field
Operations
Support
operations
City Clerk Emergency
Management HRRM
Human
Resources
Risk
Management
Communications
DEI
Coordinator
CURRENT STRUCTURE
AGENDA ITEM #5. d)
Organizational
Development
Public Works
Department
Utilities Division
Airport
Transportation
Systems Division
Maintenance
Services Division
CED
Department
Building Official
Economic
Development
Long Range
Planning
Planning
Parks and
Recreation
Department
Museum
Golf Course
Parks and Trails
Recreation
Parks, Planning &
Natural Resources
Finance
Department
Operations
Tax & Licensing
Budget &
Accounting
Grants
Equity, Housing, and
Human Services
Department
Human Services
Housing
Community
Outreach
Executive Services
Department
Police
Department
Field Operations
Support operations
HRRM
Department
Human Resources
Risk Management
Legal
Department
Civil
Prosecution
REALIGNED STRUCTURE
City Clerk
Emergency
Management
Communications
Neighborhood
Program
Human Services
Housing Repair
DEI
Coordinator
Facilities
Information
Technology
organizing functions under a unified mission within each department
AGENDA ITEM #5. d)
AB - 2902
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: Update to City Policy 800-12
RECOMMENDED ACTION: Refer to Finance Committee
DEPARTMENT: Administrative Services Department
STAFF CONTACT: Kari Roller, Administrative Services Administrator
EXT.: 6931
FISCAL IMPACT SUMMARY:
N/A
SUMMARY OF ACTION:
General housekeeping update to the city’s contracting policy to align with current and past practice of city
policies and updated state contracting bid thresholds.
EXHIBITS:
A. Policy 800-12 Draft
B. Resolution
STAFF RECOMMENDATION:
Adopt the resolution and approve the updates to city policy 800-12.
AGENDA ITEM #5. e)
DRAFT 7-7-21
POLICY & PROCEDURE
Subject:
CONTRACTING AUTHORITY
Index: LEGISLATIVE
Number: 800‐12
Effective Date:
2/11/2019
Supersedes:
2/11/2019
11/16/2015
Page:
1 of 5
Staff Contact:
CAO
Approved By:
Resolution #________4365 on
___2_/__11__/__2019__
1.0 PURPOSE:
To maintain an efficient form of government, it is necessary for the Council to delegate
contract approval authority to the Mayor for specific types of contracts without prior City
Council review or subsequent ratification.
2.0 ORGANIZATIONS AFFECTED:
Mayor and departments/divisions
3.0 REFERENCES:
Applicable Administrative Policies (currently Policy & Procedure 250‐02)
RCW 35A.11.010 and 020 (Council Authority and Powers of Council)
RCW 35A.12.065 (Pro Tempore Appointments)
RCW 35A.12.100 (Authority and Powers of Mayor)
Chapter 39.04 RCW (Public Works Procurement)
RCW 39.04.155 (Small Works Roster Contract Procedures)
RCW 39.04.280 (Competitive Bidding Requirements – Exemptions)
Chapter 39.34 RCW (Interlocal Cooperation Act)
4.0 POLICY:
4.1 All statutory bidding and contracting requirements, as set forth in State law shall
be followed.
4.1.1 The Mayor is authorized to establish and/or use a small works roster or
rosters and develop procedures for the administration thereof for all
contracts up to $350,000. 300,000.
4.2 To assist in contract management and retention, all contracts should include a
date by which full performance of the contract shall be complete.
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 2
4.3 All contracts should, before presentation to Council, be approved as to from by
the City Attorney Department.
4.4 All contracts shall be memorialized in writing and filed in the City Clerk Division.
4.5 The City Council shall receive an informational list of all contracts every quarter.
This list shall include, but not be limited to, date of expiration, amount of contract,
department responsible for the contract, expected completion date of contract,
and summarized scope of work. Contract Amendments exceeding the greater of
$100,000 or 10% of the original contract amount shall be highlighted within the
list.
4.6 Except as otherwise specified herein, the Mayor or his or her designee has
authority to approve and sign the following types of contracts without need for
separate Council approval or ratification:
4.6.1 All contracts for which the Original Contract Value is less than $100,000.
4.6.2 All contracts settling claims, litigation or threatened litigation for which the
Original Contract Value, less any contribution from a City insurance policy,
does not exceed $250,000.
4.6.3 All contracts awarded pursuant to small works procedures adopted and
administered by the Mayor pursuant to Section 4.1.1 herein.
4.6.4 All contracts, with an Original Contract Value between $100,000 and
$300,000 that contain specific intelligence information, the nondisclosure
of which is essential to effective law enforcement, so long as sufficient
funding is budgeted for the expenditure, and the Chair of the Public Safety
Committee is notified of the contract prior to its execution so that he or
she can, if he or she deems appropriate, request such contract be brought
to the full Council for approval.
4.6.5 Contract Amendments for which the Amendment Value does not exceed
$100,000.
4.6.6 Contracts and/or Contract Amendments specifically authorized by other
Council action.
4.6.7 Work Orders issued pursuant to RCW 39.10.450 so long as the overarching
Job Order Contract was previously approved by Council.
4.6.8 Annual technology hardware, software, or services renewal agreements
including annual license renewals, subscription services, support and
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 3
maintenance extensions, and general services renewals which do not
exceed $250,000.
4.6.9 Acquisitions of easements, right‐of‐way or title incident to a City public
works project budgeted by the City Council.
4.7 Notwithstanding anything to the contrary in Section 4.6 of this policy, the
following types of contracts require advance Council approval prior to the Mayor
or designee’s signature:
4.7.1 Any contract for the sale or purchase of real estate except for acquisitions
of easements, right‐of‐way or title incident to a City public works project
budgeted by the City Council.
4.7.2 Any contract to lease or otherwise encumber (e.g. via license or access
agreement) City‐owned real estate for a period of more than one (1) year
unless the contract provides the City with an option to terminate the lease
early without cause or damages by providing no more than six (6) months’
notice of termination.
4.7.3 Public Works contracts that require award by the City Council pursuant to
Chapter 39.04 RCW.
4.7.4 Any contract that transfers risk to the City of third party claims arising out
of a contractor’s misconduct or negligence if the risk transferred thereby
would not be covered by the City’s insurance policies. Any such provision
in a contract that is not approved by the Council shall be void and
unenforceable.
4.7.5 Any interlocal agreement entered into under the express authority of
Chapter 39.34 RCW.
4.7.6 Any contract that, pursuant to applicable law, requires authorization from
the City Council.
4.7.7 Any Contract or Contract Amendment for which the Mayor is not
authorized to approve by Section 4.6 of this policy.
4.8 Work on a contract requiring City Council approval should not commence until
such approval has been granted as authorized in this policy. However, work
outside of the contract’s original scope due to changed conditions on a public
works construction project may proceed prior to formal approval of a Contract
Amendment that exceeds the Mayor’s approval authority, if the Mayor or
designee determines such additional work is necessary to be performed without
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 4
delay in order to avoid increased costs or other inefficiencies. Promptly after
authorizing work that staff determines will require a Council approved Contract
Amendment, the Mayor or designee will provide the City Council with notice of
the work authorized pursuant to this Section. Once the cost of the work
authorized pursuant to this Section is determined, a Contract Amendment will be
presented to the Council for ratification.
4.9 In the event an emergency situation arises which necessitates a deviation from
this policy or applicable bidding or procurement laws, the Mayor may, pursuant
to RCW 39.04.280, declare an emergency situation exists, waive competitive
bidding requirements, and award all necessary contracts on behalf of the City ot
address the emergency situation. Within two weeks of awarding an emergency
contract, the Mayor shall provide Council with a written finding of the existence
of the emergency and notice of the contract(s) awarded pursuant to the authority
granted in this section. Such finding and notice shall be memorialized with the City
Clerk and published on the City’s website and/or in the next Council agenda
packets, as the City Clerk deems appropriate.
5.0 DEFINITIONS:
5.1 Amendment Value: Amendment Value is the dollar value of all Consideration
provided by the City to the other contracting party or parties as consideration for
an individual Contract Amendment. Calculation of Amendment Value should be
calculated consistent with the guidelines for calculating Original Contract Value.
5.2 Consideration: A value of exchanged or promised to be exchanged. Consideration
can be in the form of a service, money, and/or property, and can also be a promise
not to do something that the contracting party would otherwise be lawfully
permitted to do.
5.3 Contract: Any agreement (written, oral, or implied) with another entity that legally
binds the City to provide Consideration.
5.4 Contract Amendment: A modification or change in terms to a previously executed
Contract, regardless of form or label (e.g. addendum, amendment, change
order…).
5.5 Emergency: Unforeseen circumstance beyond the control of the City that either
a) present a real, immediate threat to the proper performance of essential
functions, or b) will likely result in material loss or damage to property, bodily
injury, or loss of life, if immediate action is not taken.
5.6 Mayor: The elected Mayor of the City of Renton, his or her designee(s), and/or a
pro tempore Mayor appointed temporarily pursuant to RCW 35A.12.065.
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 5
5.7 Original Contract Value: Original Contract Value is the dollar value of all
Consideration provided by the City to the other contracting party or parties in the
original contract. Calculation of Contract Value involving services or property
exchanged should include a reasonable estimate of the fair market value of
services and property provided by the City as Consideration.
6.0 PROCEDURES:
Procedural matters regarding bidding and contracting are the responsibility of the
Administration. This includes, but is not limited to, formally designating those who may
approve and/or sign contracts on the Mayor’s behalf and developing/updating
procurement policies and procedures designed to comply with applicable laws.
AGENDA ITEM #5. e)
1
CITY OF RENTON, WASHINGTON
RESOLUTION NO. ________
A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AMENDING COUNCIL
POLICY 800‐12.
WHEREAS, the Council desires to update, revise, and modernize Policy No. 800‐12,
Contracting Authority, to reflect current practices, updated legal requirements and/or improved
efficiencies, and to clarify administrative matters, including contract approval authority, which
the Council delegates to the Mayor and/or defers to the Mayor’s role to supervise the
administrative affairs of the City in order to maintain an efficiently operated government;
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO
RESOLVE AS FOLLOWS:
SECTION I. The Council hereby amends the City of Renton Policy & Procedure 800‐12,
Contracting Authority, to read as attached hereto and incorporated herein as if fully set forth.
SECTION II. All contracts previously executed consistent with the amended Policy No.
800‐12 and applicable administrative policies are ratified.
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 #5. e)
RESOLUTION NO. ________
2
Approved as to form:
______________________________
Shane Moloney, City Attorney
RES:1882:7/7/2021scr/clb
AGENDA ITEM #5. e)
POLICY & PROCEDURE
Subject:
CONTRACTING AUTHORITY
Index: LEGISLATIVE
Number: 800‐12
Effective Date:
Supersedes:
2/11/2019
Page:
1 of 5
Staff Contact:
CAO
Approved By:
Resolution #________ on
____/____/___
1.0 PURPOSE:
To maintain an efficient form of government, it is necessary for the Council to delegate
contract approval authority to the Mayor for specific types of contracts without prior City
Council review or subsequent ratification.
2.0 ORGANIZATIONS AFFECTED:
Mayor and departments/divisions
3.0 REFERENCES:
Applicable Administrative Policies (currently Policy & Procedure 250‐02)
RCW 35A.11.010 and 020 (Council Authority and Powers of Council)
RCW 35A.12.065 (Pro Tempore Appointments)
RCW 35A.12.100 (Authority and Powers of Mayor)
Chapter 39.04 RCW (Public Works Procurement)
RCW 39.04.155 (Small Works Roster Contract Procedures)
RCW 39.04.280 (Competitive Bidding Requirements – Exemptions)
Chapter 39.34 RCW (Interlocal Cooperation Act)
4.0 POLICY:
4.1 All statutory bidding and contracting requirements, as set forth in State law shall
be followed.
4.1.1 The Mayor is authorized to establish and/or use a small works roster or
rosters and develop procedures for the administration thereof for all
contracts up to $350,000.
4.2 To assist in contract management and retention, all contracts should include a
date by which full performance of the contract shall be complete.
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 2
4.3 All contracts should, before presentation to Council, be approved as to from by
the City Attorney Department.
4.4 All contracts shall be memorialized in writing and filed in the City Clerk Division.
4.5 The City Council shall receive an informational list of all contracts every quarter.
This list shall include, but not be limited to, date of expiration, amount of contract,
department responsible for the contract, expected completion date of contract,
and summarized scope of work. Contract Amendments exceeding the greater of
$100,000 or 10% of the original contract amount shall be highlighted within the
list.
4.6 Except as otherwise specified herein, the Mayor or his or her designee has
authority to approve and sign the following types of contracts without need for
separate Council approval or ratification:
4.6.1 All contracts for which the Original Contract Value is less than $100,000.
4.6.2 All contracts settling claims, litigation or threatened litigation for which the
Original Contract Value, less any contribution from a City insurance policy,
does not exceed $250,000.
4.6.3 All contracts awarded pursuant to small works procedures adopted and
administered by the Mayor pursuant to Section 4.1.1 herein.
4.6.4 All contracts, with an Original Contract Value between $100,000 and
$300,000 that contain specific intelligence information, the nondisclosure
of which is essential to effective law enforcement, so long as sufficient
funding is budgeted for the expenditure, and the Chair of the Public Safety
Committee is notified of the contract prior to its execution so that he or
she can, if he or she deems appropriate, request such contract be brought
to the full Council for approval.
4.6.5 Contract Amendments for which the Amendment Value does not exceed
$100,000.
4.6.6 Contracts and/or Contract Amendments specifically authorized by other
Council action.
4.6.7 Work Orders issued pursuant to RCW 39.10.450 so long as the overarching
Job Order Contract was previously approved by Council.
4.6.8 Annual technology hardware, software, or services renewal agreements
including annual license renewals, subscription services, support and
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 3
maintenance extensions, and general services renewals which do not
exceed $250,000.
4.6.9 Acquisitions of easements, right‐of‐way or title incident to a City public
works project budgeted by the City Council.
4.7 Notwithstanding anything to the contrary in Section 4.6 of this policy, the
following types of contracts require advance Council approval prior to the Mayor
or designee’s signature:
4.7.1 Any contract for the sale or purchase of real estate except for acquisitions
of easements, right‐of‐way or title incident to a City public works project
budgeted by the City Council.
4.7.2 Any contract to lease or otherwise encumber (e.g. via license or access
agreement) City‐owned real estate for a period of more than one (1) year
unless the contract provides the City with an option to terminate the lease
early without cause or damages by providing no more than six (6) months’
notice of termination.
4.7.3 Public Works contracts that require award by the City Council pursuant to
Chapter 39.04 RCW.
4.7.4 Any contract that transfers risk to the City of third party claims arising out
of a contractor’s misconduct or negligence if the risk transferred thereby
would not be covered by the City’s insurance policies. Any such provision
in a contract that is not approved by the Council shall be void and
unenforceable.
4.7.5 Any interlocal agreement entered into under the express authority of
Chapter 39.34 RCW.
4.7.6 Any contract that, pursuant to applicable law, requires authorization from
the City Council.
4.7.7 Any Contract or Contract Amendment for which the Mayor is not
authorized to approve by Section 4.6 of this policy.
4.8 Work on a contract requiring City Council approval should not commence until
such approval has been granted as authorized in this policy. However, work
outside of the contract’s original scope due to changed conditions on a public
works construction project may proceed prior to formal approval of a Contract
Amendment that exceeds the Mayor’s approval authority, if the Mayor or
designee determines such additional work is necessary to be performed without
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 4
delay in order to avoid increased costs or other inefficiencies. Promptly after
authorizing work that staff determines will require a Council approved Contract
Amendment, the Mayor or designee will provide the City Council with notice of
the work authorized pursuant to this Section. Once the cost of the work
authorized pursuant to this Section is determined, a Contract Amendment will be
presented to the Council for ratification.
4.9 In the event an emergency situation arises which necessitates a deviation from
this policy or applicable bidding or procurement laws, the Mayor may, pursuant
to RCW 39.04.280, declare an emergency situation exists, waive competitive
bidding requirements, and award all necessary contracts on behalf of the City ot
address the emergency situation. Within two weeks of awarding an emergency
contract, the Mayor shall provide Council with a written finding of the existence
of the emergency and notice of the contract(s) awarded pursuant to the authority
granted in this section. Such finding and notice shall be memorialized with the City
Clerk and published on the City’s website and/or in the next Council agenda
packets, as the City Clerk deems appropriate.
5.0 DEFINITIONS:
5.1 Amendment Value: Amendment Value is the dollar value of all Consideration
provided by the City to the other contracting party or parties as consideration for
an individual Contract Amendment. Calculation of Amendment Value should be
calculated consistent with the guidelines for calculating Original Contract Value.
5.2 Consideration: A value of exchanged or promised to be exchanged. Consideration
can be in the form of a service, money, and/or property, and can also be a promise
not to do something that the contracting party would otherwise be lawfully
permitted to do.
5.3 Contract: Any agreement (written, oral, or implied) with another entity that legally
binds the City to provide Consideration.
5.4 Contract Amendment: A modification or change in terms to a previously executed
Contract, regardless of form or label (e.g. addendum, amendment, change
order…).
5.5 Emergency: Unforeseen circumstance beyond the control of the City that either
a) present a real, immediate threat to the proper performance of essential
functions, or b) will likely result in material loss or damage to property, bodily
injury, or loss of life, if immediate action is not taken.
5.6 Mayor: The elected Mayor of the City of Renton, his or her designee(s), and/or a
pro tempore Mayor appointed temporarily pursuant to RCW 35A.12.065.
AGENDA ITEM #5. e)
CONTRACTING AUTHORITY
p. 5
5.7 Original Contract Value: Original Contract Value is the dollar value of all
Consideration provided by the City to the other contracting party or parties in the
original contract. Calculation of Contract Value involving services or property
exchanged should include a reasonable estimate of the fair market value of
services and property provided by the City as Consideration.
6.0 PROCEDURES:
Procedural matters regarding bidding and contracting are the responsibility of the
Administration. This includes, but is not limited to, formally designating those who may
approve and/or sign contracts on the Mayor’s behalf and developing/updating
procurement policies and procedures designed to comply with applicable laws.
AGENDA ITEM #5. e)
AB - 2894
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: Lodging Tax Advisory Committee 2021 Appointments
RECOMMENDED ACTION: Council Concur
DEPARTMENT: Community & Economic Development Department
STAFF CONTACT: Cliff Long, Economic Development Director
EXT.: 6591
FISCAL IMPACT SUMMARY:
$0
SUMMARY OF ACTION:
Resolution #3288 established the Renton Lodging Tax Advisory Committee and authorizes Council to review
membership annually and fill any committee vacancies. The following are requested:
Re-Appointments:
• Cathy Martinez, Director of Design & Owner' Representative, Legacy Development & Management;
• Pina Purpero, General Manager of Hyatt Regency Lake Washington;
• Preeti Shridhar, City of Renton Deputy Public Affairs Administrator and;
• Menka Soni, Founder & President of the non-profit AmPowering (formerly Ravishing Women)
EXHIBITS:
N/A
STAFF RECOMMENDATION:
Approve the re-appointments of Cathy Martinez, Director of Design & Owner' Representative, Legacy
Development & Management, Pina Purpero, General Manager of Hyatt Regency Lake Washington, Preeti
Shridhar, City of Renton Deputy Public Affairs Administrator and Menka Soni, President of AmPowering.
AGENDA ITEM #5. f)
AB - 2895
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: Sunset Terrace - Multi-Family Tax Exemption Agreement
RECOMMENDED ACTION: Refer to Planning & Development Committee
DEPARTMENT: Community & Economic Development Department
STAFF CONTACT: Hannah Bahnmiller, Housing Programs Manager
EXT.: x7262
FISCAL IMPACT SUMMARY:
N/A - The Multi-Family Housing Property Tax Exemption 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 that
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 May 12, 2021, the City received a Multi-Family Housing Property Tax Exemption (“Exemption”) application
for Sunset Terrace, a 108-unit multi-family project currently under construction in the Sunset designated
residential targeted area. As provided for in RMC 4-1-220, the deadline for an Exemption application is prior to
the issuance of a building permit for the project, unless otherwise approved by Council. Subject to the Council’s
waiver of the deadline requirement and approval of the agreement, the CED Administrator intends to approve the
Exemption application for the project. Sunset Terrace is immediately adjacent to the Sunset Neighborhood Park and
Highlands Library and an integral part of the City’s Sunset revitalization efforts
EXHIBITS:
A. Issue Paper
B. Sunset Terrace Elevations
C. Multi-Family Housing Property Tax Exemption Agreement for Sunset Terrace
STAFF RECOMMENDATION:
Staff recommends the following: (1) waive the application deadline to allow the application to be submitted
after receiving a building permit; (2) approve the Multi-Family Housing Property Tax Exemption Agreement;
and (3) authorize the Mayor to execute said agreement in substantially the same form.
AGENDA ITEM #5. g)
DEPARTMENT OF COMMUNITY
& ECONOMIC DEVELOPMENT
M E M O R A N D U M
DATE:July 21, 2021
TO:Randy Corman, Council President
Members of Renton City Council
VIA:Armondo Pavone, Mayor
FROM:C. E. “Chip” Vincent, CED Administrator
STAFF CONTACT:Hannah Bahnmiller, Housing Programs Manager (x7262)
SUBJECT:Sunset Terrace – Multi-Family Housing Property Tax
Exemption Agreement
ISSUE:
Should the City Council waive the application deadline and approve the Multi-Family
Housing Property Tax Exemption Agreement for the Sunset Terrace project and authorize
the Mayor to execute the agreement?
RECOMMENDATION:
Staff recommends that the Council: (1) waive the application deadline to allow the
application to be submitted after receiving a building permit; (2) approve the Multi-Family
Housing Property Tax Exemption Agreement; and (3) authorize the Mayor to execute said
agreement in substantially the same form.
BACKGROUND SUMMARY:
On May 12, 2021, the City received a Multi-Family Housing Property Tax Exemption
(“Exemption”) application from Sunset Colpitts LLC for the Sunset Terrace 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 Sunset Terrace project to receive a partial
property tax exemption for 8 years upon completion. Subject to the Council’s waiver of the
deadline and approval of the agreement, the CED Administrator intends to approve the
Exemption application for the Penney Lofts project.
BACKGROUND:
As authorized by Chapter 84.14 RCW, the Council established the Multi-Family Housing
Property Tax Exemption (“Exemption”) in 2003 (codified in RMC 4-1-220 as subsequently
AGENDA ITEM #5. g)
Randy Corman, Council President
Page 2 of 3
June 30, 2021
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
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.
Sunset Terrace project is a 108-unit mixed use project located at 2715 Sunset Ln NE in the
Sunset Area. The project site totals 26,378 square feet. The gross building area is 158,442
square feet. The residential portion of the project consists of 104 new multi-family units
(24 studios, 55 one-bedrooms, 25 two-bedrooms) and 4 one-bedroom townhomes. There
will be an additional 4,141 square feet of retail. There is a total of 116 parking spaces at
grade and with two levels of below-grade parking. Amenities will include a dog wash,
clubroom, fitness room, and outdoor plaza.
In 2018, Sunset Terrace was acquired from the original developer (Colpitts Development)
by the owner entity (iCap Equity) in order to save the project. The City approved a Multi-
Family Tax Exemption for the project in 2016 by the previous entity, but the project was
not completed within the required three-year timeframe.
Exemption applications are due prior to the issuance of the building permit for the project.
However, the owner is reapplying to the program after having stepped in and invested
significant resources to move the project towards completion. CED supports the mixed-use
development as an integral part of the City’s Sunset Area revitalization efforts and requests
that the City Council waive the application deadline for the project.
The estimated potential property tax savings related to the Exemption is approximately
$273,432 per year ($2,187,455 for the 8-year period) for the Sunset Terrace project. This
equates to a potential property tax savings of approximately $2,532 per year per housing
unit ($20,254 per housing unit for the 8-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 108 new multi-family housing units designed for permanent
residential occupancy;
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 #5. g)
Randy Corman, Council President
Page 3 of 3
June 30, 2021
The project is a mixed-use project in the CV zone with retail storefront space; and
At least 50% of the building will be used for permanent residential occupancy.
The City received an Exemption application for the Sunset Terrace project on May 12,
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 Sunset Terrace 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 Sunset Terrace project.
CONCLUSION:
Renton’s Multi-Family Housing Property Tax Exemption program was established to help
increase housing opportunities in designated residential targeted areas, including Sunset.
The Sunset Terrace project will provide 108 units of new housing as part of a mixed-use
project and approximately $38 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: Ed VanValey, CAO
Jason Seth, City Clerk
Kari Roller, Administrative Services Administrator
Martin Pastucha, Public Works Administrator
Kelly Beymer, Community Services Administrator
Cliff Long, Economic Development Director
Mark Santos-Johnson, Community Development and Housing Manager
Enc. (1) Sunset Terrace project elevations
(2) Multi-Family Housing Property Tax Exemption Agreement for Sunset Terrace
AGENDA ITEM #5. g)
I-4 0 5SITESunset Blvd N.E. (SR 900) Harrington Ave N.E.Sunset Blvd N.E.N.E. Park DriveHarrington Ave N.E.Edmonds Ave N.E.N.E. 10th St.N.E. 12th St.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo.DateByCOMMENTS1 : 105/27/2020CONSTRUCTION SET6/2/2020 2:14:41 PMA001COVER SHEET201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104Author2715 SUNSET LANE NERENTON, WA 98056A001PROJECT INFORMATION:JOB ADDRESSOWNERCLIENT/DEVELOPERARCHITECTCONSULTANTS:STRUCTURAL ENGINEERGEOTECHNICAL ENGINEER2715 Sunset Lane NERenton, WA 98056Colpitts Development Company2256 38th Place EastSeattle, WA 98112CONTACT:Richard Senseney & Dave NielsonPHONE:(206) 322-1381FAX:(206) 276-8882E-MAIL:coldevco@msn.comSame as Client/DeveloperVeer Architecture, PLLC989 112th Ave NE, Suite 207Bellevue, WA 98004CONTACT:Kent SmutnyPHONE:(425) 401-6828FAX:(425) 401-0630EMAIL:kent@veerarchitecture.comYu & Trochalakis, PLLC12011 NE 1st Street, Suite #306Bellevue, WA 98005CONTACT:Panos TrochalakisPHONE:(425) 451-9049FAX:(425) 451-8535EMAIL:panost@ytengineers.comGeotech Consultants, Inc.13256 Northeast 20th Street, Suite 16Bellevue, WA 98005CONTACT:Jason HindsPHONE:(425) 747-5618FAX:(425) 747-8561PARCEL NUMBER: 7227801075TAX ACCOUNT NUMBERLOT A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 13-001114, AS RECORDED IN VOLUME 302 OF SURVEYS, PAGES 162 AND 163, RECORDED OCTOBER 02, 2013 UNDER RECORDING NUMBER 20131002900011, RECORDS OF KING COUNTY, WA. LEGAL DESCRIPTIONZONE:CV (CENTER VILLAGE)URBAN DESIGN DISTRICT:DISTRICT DSITE AREA:26,379.5 SF (0.60 ACRES)HEIGHT LIMIT:50’MAX(RMC 4-2-120A)10’RETAIL BONUS10’PROPOSED HEIGHT INCREASE70’TOTAL*BUILDING SIZE:ALLOWED: 65,000 SF(RMC 4-2-120C)PROPOSED: 158,430 SF*LOT COVERAGE:ALLOWED: 75%(RMC 4-2-120A)PROPOSED: 96.9%*RESIDENTIAL DENSITY:ALLOWED: 20-80 DU/ACRE(RMC 4-2-120A)PROPOSED: 180.00 DU/ACRE*SETBACKS:REQUIRED: 10' FRONT & SIDE, 0' BACK(RMC 4-2-120A)PROPOSED: 0' ALL SIDES*FRONTAGE:REQUIRED: 75% COMMERCIAL(RMC 4-3-100)PROPOSED: NE SUNSET BLVD: 50% COMMERCIAL, 86% COMBINED COMMERCIAL & AMMENITY†HARRINGTON AVE NE: 22% COMMERCIAL, 67% COMBINED COMMERCIAL & AMMENITYBLANK WALL:REQUIRED: ANY WALL MORE THAN 400 SF AREA OR 6' (RMC 4-3-100)HEIGHT/15' LENGTH MUST BE TREATED.PROPOSED: N/ATRANSPARENCY:REQUIRED: 50% OF VISIBLE PUBLIC WALL BETWEEN 4' & 8'(RMC 4-3-100)PROPOSED: NE SUNSET BLVD: 58.8% GLAZINGHARRINGTON AVE NE: 75.6% GLAZINGLAND USE COMPLIANCE REFERENCE:1 : 11VICINITY MAPDRAWING INDEXSHEET NUMBER SHEET NAMEFORCONSTRUCTIONBUILDING ENVELOPE 'BE'BE000 NOTES & SPECIFICATIONS 05-26-2020BE001 SPECIFICATIONS CONTINUED 05-26-2020BE002 MATERIAL LOCATION DIAGARM 05-26-2020BE003 MATERIAL LOCATION DIAGRAM 05-26-2020BE100 BELOW GRADE DETAILS 05-26-2020BE101 BELOW GRADE DETAILS 05-26-2020BE102 BELOW GRADE DETAILS 05-26-2020BE200 WALL DETAILS05-26-2020BE201 WALL DETAILS05-26-2020BE202 WALL DETAILS05-26-2020BE203 WALL DETAILS05-26-2020BE300 PENETRATION DETAILS 05-26-2020BE301 PENETRATION DETAILS 05-26-2020BE400 DECK & ABOVE GRADE DETAILS 05-26-2020BE401 DECK & ABOVE GRADE DETAILS 05-26-2020BE402 DECK & ABOVE GRADE DETAILS 05-26-2020BE403 DECK & ABOVE GRADE DETAILS 05-26-2020BE500 WINDOW AND DOOR DETAILS 05-26-2020BE501 WINDOW & DOOR DETAILS 05-26-2020BE502 WINDOW & DOOR DETAILS 05-26-2020BE503 WINDOW & DOOR DETAILS 05-26-2020BE600 ROOF DETAILS05-26-2020BE601 ROOF DETAILS05-26-2020BE602 ROOF DETAILS05-26-2020BE700 AIR BARRIER DETAILS 05-26-2020BE800 NOTES05-26-2020BE801 AIR BARRIER DIAGRAMS 05-26-2020BE802 AIR BARRIER DIAGRAMS 05-26-2020BE803 AIR BARRIER DIAGRAMS 05-26-2020BE804 AIR BARRIER DIAGRAMS 05-26-2020BE805 AIR BARRIER DIAGRAMS 05-26-2020BE806 AIR BARRIER DIAGRAMS 05-26-2020MECHANICAL 'M'M1.0 GENERAL NOTES, SCHEDULES, LEGENDS 08-09-2016M1.1 GENERAL NOTES, SCHEDULES, LEGENDS 08-09-2016M2.0 PARKING LEVEL 3 HVAC FLOOR PLAN 08-09-2016M3.0 PARKING LEVEL 2 HVAC FLOOR PLAN 08-09-2016M4.0 PARKING LEVEL 1 HVAC FLOOR PLAN 08-09-2016M5.0 LOFT LEVEL HVAC FLOOR PLAN 08-09-2016M6.0 RESIDENTIAL LEVEL 1 HVAC FLOOR PLAN 08-09-2016M7.0 RESIDENTIAL LEVEL 2 HVAC FLOOR PLAN 08-09-2016M8.0 RESIDENTIAL LEVEL 3 HVAC FLOOR PLAN 08-09-2016M9.0 RESIDENTIAL LEVEL 4 HVAC FLOOR PLAN 08-09-2016M10.0 RESIDENTIAL LEVEL 5 HVAC FLOOR PLAN 08-09-2016M11.0 ROOF LEVEL FLOOR PLAN 08-09-2016M12 SPECIFICATIONS08-09-2016ELECTRICAL 'E'E1.0 ELECTRICAL NOTES, SCHEDULES, LEGENDS 08-09-2016E2.0 SITE PLAN - ELECTRICAL 08-09-2016E3.1 LIGHTING PLAN - PARKING LEVEL 3 08-09-2016E3.2 LIGHTING PLAN - PARKING LEVEL 2 08-09-2016E3.3 LIGHTING PLAN - PARKING LEVEL 1 08-09-2016E3.4 LIGHTING PLAN - LOFT LEVEL 08-09-2016E3.5 LIGHTING PLAN - RESIDENTIAL LEVEL 1 08-09-2016E3.6 LIGHTING PLAN - RESIDENTIAL LEVEL 2 08-09-2016E3.7 LIGHTING PLAN - RESIDENTIAL LEVEL 3 08-09-2016E3.8 LIGHTING PLAN - RESIDENTIAL LEVEL 4 08-09-2016E3.9 LIGHTING PLAN - RESIDENTIAL LEVEL 5 08-09-2016E4.1 POWER PLAN - PARKING LEVEL 3 08-09-2016E4.2 POWER PLAN - PARKING LEVEL 2 08-09-2016E4.3 POWER PLAN - PARKING LEVEL 1 08-09-2016E4.4 POWER PLAN - LOFT LEVEL 08-09-2016E4.5 POWER PLAN - RESIDENTIAL LEVEL 1 08-09-2016E4.6 POWER PLAN - RESIDENTIAL LEVEL 2 08-09-2016E4.7 POWER PLAN - RESIDENTIAL LEVEL 3 08-09-2016E4.8 POWER PLAN - RESIDENTIAL LEVEL 4 08-09-2016E4.9 POWER PLAN - RESIDENTIAL LEVEL 5 08-09-2016E4.10 POWER/LIGHTING PLAN - ROOF 08-09-2016E6.1 ENLARGED UNIT PLANS 08-09-2016E6.2 ENLARGED UNIT PLANS 08-09-2016E6.3 ENLARGED UNIT PLANS 08-09-2016E6.4 ENLARGED UNIT PLANS 08-09-2016E6.5 ENLARGED UNIT PLANS 08-09-2016E6.6 ENLARGED UNIT PLANS 08-09-2016E7.1 ENERGY CODE FORMS - LIGHTING 08-09-2016E8.1 LIGHTING CONTROL DIAGRAMS 08-09-2016E8.2 SYSTEM RISERS, DIAGRAMS 08-09-2016E8.3 LIGHTING CONTROL DIAGRAMS 08-09-2016E9.1 RISER DIAGRAM08-09-2016E9.2 FAULT CURRENT CALCULATIONS 08-09-2016E10.1 PANEL SCHEDULES 08-09-2016E10.2 PANEL SCHEDULES 08-09-2016E11.0 ELECTRICAL SPECIFICATIONS 08-09-2016PLUMBING 'P'P1.0 GENERAL NOTES, ABBREVIATIONS, SCHEDULES AND DETAILS 08-09-2016P2.0 PLUMBING PLAN - PARKING LEVEL 3 08-09-2016P3.0 PLUMBING PLAN - PARKING LEVEL 2 08-09-2016P4.0 PLUMBING PLAN - PARKING LEVEL 1 08-09-2016P5.0 PLUMBING PLAN - LOFT LEVEL 08-09-2016P6.0 PLUMBING PLAN - RESIDENTIAL LEVEL 1 08-09-2016P7.0 PLUMBING PLAN - RESIDENTIAL LEVEL 2 08-09-2016P8.0 PLUMBING PLAN - RESIDENTIAL LEVEL 3 08-09-2016P9.0 PLUMBING PLAN - RESIDENTIAL LEVEL 4 08-09-2016P10.0 PLUMBING PLAN - RESIDENTIAL LEVEL 5 08-09-2016P11.0 PLUMBING PLAN - ROOF 08-09-2016P12.0 SANITARY AND VENT RISERS 08-09-2016P13.0 WATER RISERS DIAGRAM 08-09-2016DRAWING INDEXSHEET NUMBER SHEET NAMEFORCONSTRUCTIONARCHITECTURAL 'A'A001 COVER SHEET05-26-2020SURVEY1 OF 1 BOUNDARY & TOPOGRAPHIC SURVEY 07-05-2016CIVIL 'C'C0.0 COVER SHEET03-14-2017C0.1 GENERAL NOTES03-14-2017C0.2 EXISTING CONDITIONS 03-14-2017C1.0 EROSION AND SEDIMENT CONTROL PLAN 03-14-2017C1.1 DEMOLITION PLAN 03-14-2017C1.2 EROSION CONTROL DETAILS 03-14-2017C1.3 EROSION CONTROL DETAILS 03-14-2017C1.4 EROSION CONTROL DETAILS 03-14-2017C2.0 GRADING PLAN03-14-2017C3.0 DRAINAGE CONTROL PLAN 03-14-2017C3.1 DRAINAGE DETAILS 03-14-2017C3.2 DRAINAGE DETAILS 03-14-2017C4.0 UTILITIES PLAN03-14-2017C4.1 UTILITY DETAILS03-14-2017C4.2 UTILITY DETAILS03-14-2017C4.3 UTILITY DETAILS03-14-2017LANDSCAPE 'L'L-1.0 PLANTING PLAN05-25-2017L-1.1 PLANTING DETAILS 05-25-2017STRUCTURAL 'S'S000 SHORING PLAN07-14-2016S100 STRUCTURAL GENERAL NOTES 05-26-2020S101 STRUCTURAL GENERAL NOTES 05-26-2020S200 FOUNDATION/PARKING LEVEL 3 PLAN 05-26-2020S201F PARKING LEVEL 2 CONCRETE FRAMING PLAN 05-26-2020S201R PARKING LEVEL 2 CONCRETE REINFORCING PLAN 05-26-2020S202F PARKING LEVEL 1 CONCRETE FRAMING PLAN 05-26-2020S202R PARKING LEVEL 1 CONCRETE REINFORCING PLAN 05-26-2020S203F LOFT LEVEL FRAMING PLAN 05-26-2020S203R LOFT LEVEL CONCRETE REINFORCING PLAN 05-26-2020S204F RESIDENTIAL LEVEL 1 CONCRETE FRAMING PLAN 05-26-2020S204R RESIDENTIAL LEVEL 1 CONCRETE REINFORCING PLAN 05-26-2020S204W RESIDENTIAL LEVEL 1 WOOD FRAMING PLAN 05-26-2020S205 RESIDENTIAL LEVEL 2 WOOD FRAMING PLAN 05-26-2020S206 RESIDENTIAL LEVEL 3 WOOD FRAMING PLAN 05-26-2020S207 RESIDENTIAL LEVEL 4 WOOD FRAMING PLAN 05-26-2020S208 RESIDENTIAL LEVEL 5 WOOD FRAMING PLAN 05-26-2020S209 ROOF FRAMING PLAN 05-26-2020S300 TYPICAL FOUNDATION AND CONCRETE FRAMING DETAILS 05-26-2020S301 TEMPORARY EXCAVATION SHORING DETAILS AND SECTIONS 05-26-2020S302 BASEMENT WALL SECTIONS 05-26-2020S303 BASEMENT WALL SECTIONS 05-26-2020S304 BASEMENT WALL SECTIONS 05-26-2020S305 BASEMENT WALL SECTIONS 05-26-2020S400 TYPICAL P.T. AND CONCRETE REINFORCING DETAILS 05-26-2020S401 CONCRETE COLUMN SCHEDULES AND REINFORCING DETAILS 05-26-2020S402 TYPICAL CMU AND CONCRETE DETAILS 05-26-2020S403 CONCRETE BEAM SCHEDULE 05-26-2020S404 TYPICAL VENEER DETAILS 05-26-2020S405 TYPICAL CANOPY DETAILS 05-26-2020S406 TYPICAL LIGHT GA. FRAMING DETAILS 05-26-2020S407 CONCRETE BEAM SCHEDULE 05-26-2020S408 CONCRETE SHEARWALL DETAILS & SCHEDULE 05-26-2020S409 CONCRETE SECTIONS AND DETAILS 05-26-2020S410 HOLDOWN ANCHORAGE DETAILS 05-26-2020S501 TYPICAL WOOD FRAMING DETAILS 05-26-2020S502 WOOD SHEARWALLS SCHEDULE AND DETAILS 05-26-2020S503 TYPICAL WOOD FRAMING SECTIONS 05-26-2020S504 TYPICAL STEEL & WOOD FRAMING SECTIONS 05-26-2020S505 TYPICAL DECK FRAMING SECTIONS & DETAILS 05-26-2020ARCHITECTURAL 'A'A002 GENERAL NOTES AND DATA CHARTS 05-26-2020A003 EGRESS, FIRE & SMOKE DIAGRAMS 05-26-2020A004 EGRESS, FIRE & SMOKE DIAGRAMS 05-26-2020A005 EGRESS, FIRE & SMOKE DIAGRAMS 05-26-2020A006 EGRESS, FIRE & SMOKE DIAGRAMS 05-26-2020A007 CODE SUMMARY SECTION DAIGRAM 05-26-2020A008 BARRIER FREE NOTES & DETAILS 05-26-2020A009 BARRIER FREE DETAILS 05-26-2020A010 BARRIER FREE DETAILS 05-26-2020A101 SITE PLAN05-26-2020A102 GRADE PLANE PLAN 05-26-2020A200 PARKING LEVEL 3 PLAN 05-26-2020A201 PARKING LEVEL 2 PLAN 05-26-2020A202 PARKING LEVEL 1 PLAN 05-26-2020A203 LOFT LEVEL05-26-2020A204 TRANSFER SLAB PLAN 05-26-2020A205 RESIDENTIAL LEVEL 1 PLAN 05-26-2020A206 RESIDENTIAL LEVEL 2 PLAN 05-26-2020A207 RESIDENTIAL LEVEL 3 PLAN 05-26-2020A208 RESIDENTIAL LEVEL 4 PLAN 05-26-2020A209 RESIDENTIAL LEVEL 5 PLAN 05-26-2020A210 ROOF PLAN05-26-2020A211 ENLARGED PLANS05-26-2020A212 ENLARGED PLANS05-26-2020A213 ENLARGED PLANS05-26-2020A214 REFLECTED CEILING PLAN 05-26-2020A301 UNIT PLANS05-26-2020A302 UNIT PLANS05-26-2020A303 UNIT PLANS05-26-2020A304 UNIT PLANS05-26-2020A305 UNIT PLANS05-26-2020A306 UNIT PLANS05-26-2020A401 TYPE IA CONSTRUCTION DOOR AND WINDOW SCHEDULES 05-26-2020A402 ASSEMBLIES - TYPE IA CONST. 05-26-2020A403 TYPE VA CONSTRUCTION DOOR AND WINDOW SCHEDULE 05-26-2020A404 ASSEMBLIES - TYPE VA CONST. 05-26-2020A501 ELEVATIONS05-26-2020A502 ELEVATIONS05-26-2020A503 PLAZA COURTYARD ELEVATIONS 05-26-2020A601 SECTIONS05-26-2020A602 SECTIONS05-26-2020A701 WALL SECTIONS05-26-2020A702 WALL SECTIONS05-26-2020A703 WALL SECTIONS05-26-2020A801 EXTERIOR DETAILS 05-26-2020A802 EXTERIOR DETAILS 05-26-2020A803 INTERIOR DETAILS05-26-2020A804 INTERIOR DETAILS05-26-2020A805 DETAILS05-26-2020A806 DETAILS05-26-2020A901 ELEVATOR PLANS AND SECTION 05-26-2020A902 STAIR 01 PLANS AND SECTION 05-26-2020A903 STAIR 02 PLANS AND SECTION 05-26-2020A904 MISC. STAIR PLANS 05-26-2020A1001 FIRESTOPPING - 3 HOUR HORIZONTAL ASSEMBLY 05-26-2020LANDSCAPE ARCHITECTCIVIL ENGINEERSURVEYDesing Two Four/Two Six, Inc.P.O. Box 2586619-132nd Avenue NEKirkland, WA 98033-8627CONTACT:Jason AndersonPHONE:(425) 881-2426EMAIL:jasona@design2426.comOsborn Consulting, Inc.1800 112th Ave. NE, Suite 220EBellevue, WA 98004CONTACT:Robert ParishPHONE:(425) 451-4009FAX:(425) 451-4901EMAIL:robertp@osbornconsulting.comBenchmark Surveying LLC11915 44th Drive SEEverett, WA 98208CONTACT:Joe DershamPHONE:(206) 396-3199SUNSET TERRACE DEVELOPMENT -BUILDING ICOMMERCIAL DEPTH: REQUIRED: 30' AVERAGE(RMC 4-2-080) PROPOSED:NE SUNSET BLVD: 41' 0' AVERAGE (COMM ONLY)HARRINGTON AVE NE: 36' 2" AVERAGE (COMM ONLY)COMMON OPEN SPACE: REQUIRED: 50 SF/DU x 108 UNITS = 5,400 SF(RMC 4-3-100) PROPOSED: 5,627 SFPRIVATE OPEN SPACE: REQUIRED: 60 SF/DU & MIN. DIMENSION 5'(RMC 4-9-150) PROPOSED: 58 UNITS IN COMPLIANCE 46 WITH JULIET BALCONIES 4 WITH NO OPEN SPACE†OFF-STREET PARKING: REQUIRED:(RMC 4-4-080) MIN. RESIDENTIAL: 108 UNITS X 1 STALL/DU 108MAX. RESIDENTIAL: 108 UNITS X 1.75 STALL/DU 189COMMERCIAL: 4,226SF X 2.5/1000 11TOTAL: 119PROPOSED: (79% STANDARD, 21% COMPACT)S1 - STANDARD DRIVE AISLE (8'4" X 18'): 45S2 - STANDARD DRIVE AISLE (8'4" X 16'): 39C1 - COMPACT DRIVE AISLE (7'6" X 18'): 11C2 - COMPACT DRIVE AISLE (7'6" X 16'): 7C3 - COMPACT DRIVE AISLE (7'6" X 15'): 7S2 - BARRIER FREE (8'4" X 16'): 3S2 - BARRIER FREE VAN (8'4" X 16'): 2TOTAL: 116BICYCLE PARKING: REQUIRED RESIDENTIAL: 0.5/DU = 54 SPACESPROPOSED RESIDENTIAL: 63 SPACESREQUIRED COMMERCIAL: 10% OF REQ'D PKNG = 1 SPACE(RMC 4-4-080) PROPOSED COMMERCIAL: 4 SPACES* ALLOWABLE THROUGH REDEVELOPMENT REEVALUATION ADDENDUM.† MODIFICATION REQUESTEDGYPSUM BOARDGARBAGE DISPOSALGARAGE DOOR OPERATORGROUND-FAULT CIRCUIT INTERRUPTERGALVANIZED IRONGLASSGRADEGROUNDGYPSUMGYPSUM WALL BOARDGLUED-LAMINATED BEAMGIRDER TRUSSHOLLOW COREHOLD DOWN ANCHORHEADERHEIGHTHANGERINSULATIONINTERIORLAVATORYLAMINATEDLINEAL FEET/FOOTTIMBERSTRANDLUMINOUSMICRO LAMLOUVERMARBLEMASONRYMAXIMUMMACHINE BOLDMEDICINE CABINETMANUFACTURERMINIMUMMIRRORMETALNATURAL GRADENOT IN CONTRACTNOMINALNOT TO SCALEOVEROVERALLOBSCUREON CENTEROVERHEADOPENINGOUTSIDE AIRORIENTED STRAND BOARDPUSH BUTTONPULL CHAINPIECEPHONEPLATEPLASTERPLYWOODPAIRPOUNDS/SQUARE FOOTPOUNDS/SQUARE INCHPARALLAMPRESSURE TREATEDPOST TENSIONPOLY VINYL CHLORIDERISERRADIAL/RADIUSRECEPTACLEGBGDGDOGFIGIGLGRDGRNDGYPGWBGLBGTHCHDHDRHGTHNGRINSULINTLAVLAMLFLSLLUMLVLLVRMARMASMAXMBMCMFRMINMIRMTLNGNICNOMNTSo/OAOBSOCOHOPGOSAOSBPBPCPCEPHPLPLASPLYPRPSFPSIPSLPTPTPVCRRADRECPTANCHOR BOLTAIR CONDITIONINGACOUSTICALADJACENTALUMINUMALTERNATEAMPERAGEAREA OF REFUGEAVERAGEBOARDBUILDINGBLOCKINGBUILT-INBEAMBOUNDARY NAILINGBEARINGBAR SINKCABINETCALCULATIONSCAMBERCAST IRONCEILING JOISTCENTER LINECEILINGCLEARCOUNTERCONCRETECONTINUOUSCARPETCURTAIN RODCASEMENT WINDOWCULTUREDDRYERDOUBLEDOUGLAS FIRDIAMETERDIAGONALDIMENSIONDISPOSALDOORDOWNSPOUTDETAILDISHWASHERDRAWINGDRAWEREACHELECTRICALELEVATIONEQUALEXHAUSTEXTERIORFINISH GRADEFINISHFINISH FLOORFLOOR JOISTFLUSHFLUORESCENTFIELD NAILINGFOUNDATIONFACE OF CONC.FACE OF MASONRYFACE OF POSTFACE OF STUDSFOOTINGGAUGEGALVANIZEDABA/CACOUSADJALALTAMPAORAVGBD.BLDGBLK'GBLT-INBMBNBRGBSCABCALCCMBRCICJCLCLGCLRCNTRCONCCONTCRPTCRCSMTCULTDDBLDFd OR DIADIAGDIMDISPDRDSDTLDWDWGDWREAELECELEVEQEXHEXTFGFINFFFJFLFLUORFNFNDNFOCFOMFOPFOSFTGGAGALVREFERENCEREFRIGERATORREINFORCINGRE-SAWNREQUIREDREVERSEREVISION/REVISEROOF JOISTROUGH-INROUGH OPENINGROUGH SAWNROOF RAFTERROD & SHELFREDWOODSINKSOLID CORESCHEDULESCREENEDSCUPPERSECONDSECTIONSELECTSELECT STRUCTURALSERVICESINGLE HUNGSHEETSHEATHINGSHOWERSLIDINGSPLASHSTANDARDSHEET VINYLSTRUCTURALSWITCHTREADTOP & BOTTOMTRASH COMPACTORTEMPERED GLASSTONGUE & GROOVETRUSS JOISTTOP OF CONCRETETOP OF MASONRYTOP OF SLABTOP OF WALLTELEVISIONUNFINISHEDURINALUNLESS NOTEDOTHERWISEVANITYVENEERVERTICALVERTICAL GRAINVAPOR BARRIERVENT TO OUTSIDEVAPORPROOFWASHERWITHWATER CLOSETWOODWATER HEATERWITHOUTWEATHER PROOFWARDROBEWEIGHTREFREFREINFRE/SREQ'DREVREVRJRO-INRORO/SRRR&SRWDSSCSCHSCRNDSCUPSECSECTSELSEL STRSERSHSHTSHTHGSHWRSLSPLSTDSVSTRUCTSWTT & BTCTEMPT & GTJITOCTOMTOSTOWTVUNFINURUNOVANVENVERTVGVBVTOSVPWw/WCWDWHW/OWPW/RWTABBREVIATIONS:MEP ENGINEERAbossein Engineering, LLC2100 112th Ave NE, Ste 201Bellevue, WA 98004CONTACT: Greg Nelson PHONE:(425) 462-9441EMAIL:greg_nelson@abossein.comBUILDING ENVELOPEB.E.E. Consulting LLC170 W. Dayton, Suite 206Edmonds, WA 98020CONTACT:Jim FreelingPHONE:(425) 672-3900FAX:(425) 712-8608E-MAIL:jim@bee-engineers.com104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET409/02/2016NBPHASE I PERMIT RESPONSE 2905/27/2020NBCONSTRUCTION SET9999999AGENDA ITEM #5. g)
The Architect or Engineer of Record is indicated on each sheet of these documents in the title block, which includes the name, official state seal, and registration number. This Set of Drawings does not include Electrical, Mechanical, Plumbing, Fire Sprinkler/Alarm, and/or other specialized designs or manufactured systems, also including but not limited to the following: guardrails/handrails, doors, hardware, manufactured roof trusses, windows operation and glazing, mechanical systems and ducting, assembly and membrane through penetration systems, fire stops/dampers/ and F/T Ratings, waterproof membranes, siding, roofing, attic ventilation, cultured stone, fireplaces, appliances, finishes, etc. These portions of the design are referred to as "Systems" and are described only in general terms in these documents, and will be submitted to the Building Official per Sec. 106.3.4.2 for Deferred Submittals. Prior to their installation, submittal documents for any deferred submittal items shall be submitted to the Architect or Engineer of Record for review and written approval of general conformance with the design, intent, and code requirements of the building.The design, drawings, and specifications for these disciplines will be Bidder-provided, and shall meet all applicable codes and standards. The Architect assumes no liability or responsibility for errors or conflicts which occur through bidder-designed and/ or specified materials and their respective installation. Bidder Design/ Deferred Submittal designs and installations shall not reduce the design fire, life safety, and/or integrity of the assemblies in which they are installed.BIDDER-DESIGN/DEFERRED SUBMITTAL NOTESExit illumination will be provided anytime the building is occupied. Exit illumination will be located in stairways, corridors, halls, elevator lobby and rooms with an occupant load of 100 or more and other areas required to provide safe egress from the premises. Fixtures shallbe installed to not less than the following schedule: Provide exit illumination per the requirements set forth in IBC 1006.Provide exit signage per requirements set forth in IBC 1011.EMERGENCY LIGHTINGInterior and exterior stairways and landings and outside building exits: 1 per landingCorridors and halls:Spacing not to exceed 40 feetLobbies, elevator car and similar areas:1 per 250 SFThis building meets the July 2012 edition of the Washington State Energy Code. The building shall comply with all of the requirements in detail of the July 2012 edition of the WSEC.All exterior residential windows shall have a u-value of 0.30 max. The u-factor/solar heat gain coefficent shall be certified & labeled by an NFRC licensed agency. Windows shall be air sealed per WSEC C402.4.3 and shall provide makeup air per ventilation notes.All exterior residential glazed doors: U = 0.30. All exterior residential doors w/o glazing: U = 0.37Building to comply with all section of WSEC Section C401.2 item 1. Install all doors and windows per manufacturer's recommendations. Provide building envelope air barrier and seal air leakage per WSEC Section C402.4.Seal air barrier penetrations per WSEC Section C402.4.2.See 2012 WSEC Energy Schedule on Sheet A003 for Residential and Non-residential envelope requirements. Water heaters shall comply with WSEC section C404 and table C404.2. Residential electric water heaters shall perform and be tested per WSEC table C404.4.2. Water heaters in unconditioned spaces or on concrete floors shall be placed on an incompressible, insulated surface, with a minimum thermal resistance of R-10 per WSEC C404.5.Seal ducts and test per WSEC Section C403.2.7Identification mark shall be applied to all insulation materials per WSEC C303.1.Fenestration products shall be labeled with rated U-factor, SHGC, VT, and leakage rating per WSEC C303.1.3 & C302.4.3.The completed building shall be tested for air leakage per WSEC 402.4.1.2.3. The following shall be required;(1) Air barrier test report shall be submitted to jurisdiction once test is completed;(2) If test results exceed 0.4 cfm/ft2 at 0.3 in. wg then visually inspect air barrier and seal noted sources of leakage;(3) Submit a follow-up report to jurisdiction noting corrective measures taken1.2.3.4.5.6.7.8.9.10.11.12.13.ENERGY COMPLIANCEThis building shall comply with the 2012 edition of the WSEC and shall comply with the 2012 edition of the International Mechanical Code.Whole house and spot ventilation exhaust fans shall be sized and located as per below ventilation schedule: The flow ratings of all of the exhaust fans shall be rated at .25"W.G. Whole house fan shall be located in the Laundry room or Main Bathroom of each unit with a max. volume of 1.0 sones at 0.1" W.G. per IMC 403.8.6.5.All exhaust ducts shall meet all the requirements of International Mechanical Code section 403. All ducts shall be Smooth, Rigid, Galv. Steel or Aluminum.Make up air shall be provided at all Bedrooms and Habitable Rooms with Through-window air inlets. Air inlets shall be rated at 15CFM. All Bedroom doors, doors into the enclosed habitable rooms, and doors into rooms containing the whole house ventilation fan shall be undercut 1/2" to insure adequate air flow.Corridors and other public spaces shall be vented per IMC Chapter 403. Corridors shall be provided with an outdoor airflow rate of 0.06 CFM/SF per IMC Table 403.3.1.2.3.4.5.VENTILATION NOTESWHOLE HOUSEKITCHENBATHLAUNDRY 79 CFM100 CFM 79 CFM 79 CFMPANASONIC FV08VKM3BROAN SERIES 40,000PANASONIC FV08VKM3PANASONIC FV08VKM3 (MAY BE OMITTED WHEN LOCATED WITHIN A VENTED BATHROOM)LOCATIONVENT VOL. MANUFACTURER/NO.VENTILATION SCHEDULEElectric heating devices to be sized per city of Renton heating equipment sizing form and located by Mechanical/Electrical subcontractors to meet the WSEC requirements.Provide heating devices in mechanical rooms as required to maintain minimum ambient temperature as required by manufacturer of systems and pertinent code.Dryer exhaust duct shall be exhausted to the outside per IMC 504.6, and is limited to 35 feet in length and the maximum length shall be reduced at each duct fitting per IMC table 504.6.4.1. If the manufacturer provides a max. duct length, then that length shall be used as the max. permissible dryer duct length. The dryer ducts shall be submitted as a Bidder Design/ Deferred Submittal item.Exhaust fans are required to be ducted to the exterior of the building.Hot water tanks must be equipped as follows:1.2.3.4.5.MECHANICAL EQUIPMENTShall be anchored and secured to prevent seismic displacement per UPC 510.5, the strap shall be located within the upper 1/3 and the lower 1/3 of it's vertical dimension, with the lower strap a minimum of 4" above the controls.Water heaters shall be equipped with a pressure relief valve per UPC 1007E.a)b)Dishwashers shall be equipped with an atmospheric vacuum breaker mounted above flood level rim of the sink, per UPC. 6.All work shall conform to the 2012 International Building Code, (IBC), including the Washington State Amendments, and all other state and local jurisdiction rules and regulations. IBC Sections which are specifically mentioned shall include all sub-sections, tables, footnotes, exceptions, etc. A copy of the 2012 IBC and the Washington State Amendments shall be maintained on the site throughout the entire constructionprocess.This set of Working Drawings is considered a "builder set" and at the Owner's request does not include Specifications. It isthe Owner's responsibility to provide and coordinate Specifications, including product selection and installation or assembly. The Architect assumes no liability or responsibility for errors or conflicts which occur through Owner-specified materials and their respective installation.Verify all dimensions, datums, and levels prior to construction. Dimensions are to face of stud, or to face of concrete unless noted otherwise.Do not significantly vary or modify the work shown, except with written instructions from the Architect. The Architect assumes no liability or responsibility for unapproved variations or modifications.Report conflicts and omissions to the Architect immediately.Contractor shall be responsible for all required safety precautions and the methods, techniques, sequences or procedures required to perform his work.Safety glazing shall comply with the requirements of IBC section 2406 including the requirements of glazing subject to human imapct loads (IBC section 2406.1) and glazing in hazardous locations (IBC Section 2406.4). Specific hazardous locations requireing safety glazing include but are not limited to: 1.2.3.4.5.6.7.GENERAL NOTESGlazing in doorsGlazing in all fixed and operable panels of swinging, sliding, and bifold doorsGlazing adjacent to doorsGlazing within a 24 inch arc of the vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface.Glazing in windows meeting all of the following conditions:The exposed area of an individual pane is greater than 9 square feet;The bottom edge of the glazing is less than 18 inches above the floor;The top edge of the glazing is greater than 36 inches above the floor; andOne or more walking surface(s) are within 36 inches, measured horizontally and in a straight line, of the plane of the glazing.Glazing in guards and railingsGlazing and wet surfacescontaining or facing hot tubs, spas, whirlpoos, saunas, steam rooms, bathtubs, showers, and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface.Glazing adjacent to stairs and rampsGlazing where the bottom exposed edge of the glazing is less than 60 inches above the walking surface of stairways, landings between flights of stairs, and ramps.Glazing adjacent to the bottom stair landingGlazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread.Fire department access panels shall be tempered glass2406.4.12406.4.22406.4.32406.4.42406.4.52406.4.62406.4.72406.58.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31.32.33.34.35.36.37.Provide and install smoke detectors per IBC 907.2.11.2. Smoke Detectors shall draw primary power from and be direct wired to the building power/wiring system w/battery backup and operation per IBC 907.2.11.4. Where multiple smoke detectors are provided within a dwelling unit,the smoke detectors shall be interconnected per IBC 907.2.11.3.All exposed exterior metal shall be galvanized steel unless noted otherwise.Slope all concrete walk, driveways, and patios away from building at a minimum slope of 1/8" per foot.Basements and sleeping rooms below the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with IBC Section 1029. Emergency escape and rescue openings shall have a min. net clear opening of 5.7 SQ. FT per IBC 1029.2. The min. net clear opening height shall be 24" and the minimum net clear opening width shall be 20" per IBC 1029.2.1. The finished sill height shall not be more than 44" above the floor per IBC 1029.3Repetitive features are often drawn (or noted) only once and shall be completely provided as if drawn (or noted) in full.Provide exit and pathway lighting/signage per IBC 1006 and 1011.Per IBC Sec. 704.3, members of the primary structural frame required to have a fire resistive rating that support more than two floors or one floor and roof shall be individually protected on all sides for the full length.Provide Fire-Resistive assemblies where protection of openings is required per IBC 716. Fire Dampers shall be rated in accordance with approved recognized standards. Provide fire doors, fire windows, fire dampers, hardware, closing devices, smoke and fire dampers per IBC 716.Contractor shall firestop and fireblock all floor, wall and roof/ceiling assemblies per IBC building standards and all other pertinent codes. The contractor shall be responsible for assuring that the integrity of the life safety and other code required assemblies such as but not limited to fire, structural and sound assemblies are maintained by all the subcontractors' installations of work.Horizontal membrane penetration shall comply with IBC 711. Provide the Building Official with product information on membrane and through penetration fire stop devices at penetrations of wall, floor, floor/ceiling, and roof/ceiling assemblies prior to their installation, per IBC Sec. 714.Provide an NFPA 72 Fire Alarm System per and in accordance with IBC 907.2.9. Type IA Construction:Provide fire sprinkler system as required per IBC Section 509.2. System is to be an NFPA 13 type system per IBC 903.3.1.1.Type VA Construction:Provide fire sprinkler system as required per IBC 903.2.8. System is to be an NFPA 13 type system per IBC 903.3.1.1. Quick response standard sprinkler heads shall be used in accordance with their approved listing. An approved audible sprinkler flow alarm to alert the occupants shall be provided in the interior of the building in a normally occupied location.An approved automatic sprinkler system shall be installed in refuse and laundry chutes per IBC 713.13.6 and IFC 903.2.11.2.Provide class 1 standpipes at all exit stair enclosures designed in accordance with IFC 905.4. Provide class 1 standpipes on each side of the wall adjacent to the exit opening of a horizontal exit per IBC 905.4. Provide Standpipe hose connections on the roof where the roof slope is less than 4:12 in accordance with IFC 905.4. The standpipe system shall be a combination type combined with an automatic sprinkler system per IFC 905.3. Aminimum of 1 standpipe required during construction in accordance with IFC 3313.1.The flame spread classification at the exitways and rooms shall be in accordance with IBC table 803.9.A copy of the ICC-ES Evaluation Report ESR-1153 and the Gypsum Association GA-600-20012 Fire Resistance Design Manual shall be maintained on the site throughout the entire construction process.All construction shall be in conformance with the Hydrogeologic and Geotechnical Report and Recommendations as prepared by the Geotechnical Engineer.Pre-manufactured guard systems shall be designed as bidder design/ deferred submittal, and shall be provided where required per IBC 1013 and/or where required per ICC A117.1-2009.These drawings and design are the exclusive property of the Architect and may be reproduced only with the written permission of the Architect. Authorized reproductions must bear the name of the Architect.Provide Building / Unit Numbers or Addresses in contrast with their background material with placement to be in such a position as to be plainly visible and legible from the street or roadway/driveway fronting the building property per IBC 501.2. Addresses to be posted on all drivable sides of the building visible from the street and sized per IBC section 501.2 or as required by jurisdiction.Per IBC 1007.2.1, In buildings where a required accessible floor is four or more stories above or below a level of exit discharge, at least one required means of egress shall be an elevator complying with IBC Section 1007.4. Per IBC 1007.4, in order to be considered part of an accessible means of egress, an elevator shall comply with the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1 and standby power shall be provided in accordance with chapter 27 and Section 3003. Floor number signs, direction of exit discharge, and availability of roof access from the stairway shall be placed at each floor landing for interior exit enclosures connecting more than 3 stories per IBC 1022.9.Stair construction below residential level 1 shall be non-combustible construction.Interior finishes shall comply with chapter 8 of the IBC.Provide an in building radio frequency amplification system per IFC 510.All fire department connections shall be fitted with a Knox FDC cap or plug per IFC 912.3.1. Duct detectors that are not visible from the floor shall be equipped with a remote indicator.Stair pressurization required per IBC Section 504.3 of the Washington State Amendments. Provide stair pressurization in accordance with IBC Section 909.20. Smoke detectors shall be installed in accordance with Section 907.3. Stair pressurization equipment, control wiring, power wiring, and ductwork shall comply with IBC Section 909.20.6.1. Control wiring not located within the 2 hour rated stair enclosure shall utilize 2 hour rated cable or cable system. Stair pressurization shall be provided with Standby power.Elevator hoistway venting shall be provided per IBC Section 3004.Contractor to provide steel vehicle impact guards in parking garages and adjacent all vehicular paths where exposed HVAC (ducts and equipment), plumbing, fire sprinkler, electrical, or other systems are susceptible to vehicle impact. IBC SECTIONSUMMARY OF IBC SECTION (NOT INCLUDING EXCEPTIONS)Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS08/01/2016 CONSTRUCTION SET6/2/2020 2:15:25 PMA002GENERAL NOTES ANDDATA CHARTS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A002UNIT AREAS (GROSS)BARRIER FREE SUMMARY:5% OF TOTAL UNITS TO BE BARRIER-FREE TYPE 'A' UNITS108 UNITS TOTAL x 5% = 5.4 (6 TYPE 'A' UNITS)TYPE 'A' UNITS NOTED WITH "BF" DESIGNATION IN CHART ABOVEAREAS ARE TO EXT. SIDE (FACE OF STUD) OF WALLS AND C.L. OF PARTY WALLS.BUILDING SUMMARYFLOOR/CEILINGGLAZING (WINDOWS, DOORS)DOORS (OPAQUE)WALLSROOF/ CEILINGINFILTRATIONWOOD JOIST/FRAMINGSTEEL JOIST/FRAMINGMASSNONMETAL FRAMING (0.40 SHGC)METAL FRAMING FIXED (0.40 SHGC)METAL FRAMING OPERABLE (0.40 SHGC)METAL FRAMING ENTRANCE DOORS (0.40 SHGC)SWINGINGWOOD FRAMEDSTEEL FRAMEDMASSINSULATION ENTIRELY ABOVE DECKATTIC AND OTHERUNVENTED RIGID/BATT COMBINATIONAIR SEALING PER WSEC 2012 SECTION C402.4COMPONENT DESCRIPTIONWSEC ENVELOPE REQUIREMENTS -PRESCRIPTIVE APPROACH -MARINE 4 ZONE -RESIDENTIAL(TYPE IA & VA CONSTRUCTION) R-30R-38+R-10 c.i.R-30 c.i.U-0.30U-0.38U-0.40U-0.60U-0.37R-21R-19 + R-8.5 c.i.R-13.3 c.i.R-38 c.i.R-49R17 c.i.+R30VALUE2012 WSEC ENERGY SCHEDULEFLOOR/CEILINGGLAZING (WINDOWS, DOORS)DOORS (OPAQUE)WALLSINFILTRATIONMASSSTEEL JOIST/FRAMINGSLAB ON GRADE, *R-10 FOR 24" VERT. W/THERMAL BREAKNONMETAL FRAMING (0.35 SHGC)METAL FRAMING FIXED (0.35 SHGC)METAL FRAMING OPERABLE (0.35 SHGC)METAL FRAMING ENTRANCE DOORS (0.35 SHGC)OPAQUE DOORSMASSSTEEL FRAMEDAIR SEALING PER WSEC 2012 SECTION C402.4COMPONENT DESCRIPTIONWSEC ENVELOPE REQUIREMENTS -PRESCRIPTIVE APPROACH -MARINE 4 ZONE -NON-RESIDENTIAL(TYPE IA CONSTRUCTION)R-30 c.i.R-38+R-10 c.i.*R-10 PERIMETERU-0.28U-0.34U-0.36U-0.60U-0.37R-9.5 c.i.R-13+R-10 c.i.VALUEINTERNATIONAL BUILDING CODE DATA CHART (QUANTITIES SHOWN IN SQUARE FEET)TYPE OF CONSTRUCTIONI-AOCCUPANCYLEVEL P3LEVEL P2FULLY SPRINKLEDGROSS FLOOR AREAS [SF]LEVEL P1LEVEL R1LEVEL R2S2GARAGESTORAGEVERTICAL CIRCULATIONCOVEREDDECKMECH./TRASHRESIDENTIALS2 S2 S2R2 R2YES, NFPA 13 PER IBC 903.3.1.1SUB TOTALSCOMMON AREASA-3-----------------TOTAL FLOOR AREAALLOWABLE FLOOR AREASUNLIMITEDLOFT LEVELOFFICEBSUB TOTALTYPE VA CONSTRUCTION OVER TYPE IA CONSTRUCTION PROVIDED USING THE HORIZONTAL BUILDING SEPARATION ALLOWANCE PER IBC SECTION 510.2248 SF251 SF2,760 SF3,387 SF6,645 SF5,462 SF19,604 SF12,795 SF37,861 SF99 SF814 SF811 SF1,723 SF62,321 SF2,249 SF442 SF529 SF100 SF1,178 SF327 SF500 SF487 SF524 SF1,837 SF1,611 SF1,808 SF3,419 SF235 SF256 SF492 SFBEXERCISEAREACORRIDORR2---612 SF117 SF729 SF---- --- -ROOF-LEVEL R3LEVEL R4LEVEL R5---- --- ----- --- ----- --- -------------------MERCANTILEM--------3,987 SF3,987 SF636 SF636 SF1,262 SF1,262 SF------GROSS UNIT AREA SCHEDULENAME AREA QTY TOTAL AREAUNITMIXACCESSIBILITYTYPE1 BRUNIT B1 682 SF 14 9,548 SF 13% TYPE BUNIT B1-ALT 699 SF 10 6,990 SF 9% TYPE BUNIT B2 661 SF 5 3,305 SF 5% TYPE BUNIT B3 684 SF 1 684 SF 1% TYPE BUNIT B4 812 SF 4 3,248 SF 4% TYPE BUNIT B5 698 SF 10 6,980 SF 9% TYPE BUNIT B6 789 SF 1 789 SF 1% TYPE BUNIT B6-BF 786 SF 3 2,358 SF 3% TYPE AUNIT B7 744 SF 4 2,976 SF 4% TYPE BUNIT B7-ALT 639 SF 1 639 SF 1% TYPE BUNIT B8 992 SF 1 992 SF 1% TYPE BUNIT B9 681 SF 1 681 SF 1% TYPE B55 39,190 SF 51%2 BRUNIT C1 1,010 SF 5 5,050 SF 5% TYPE BUNIT C2 992 SF 3 2,976 SF 3% TYPE BUNIT C3 1,013 SF 3 3,039 SF 3% TYPE BUNIT C3-BF 1,013 SF 2 2,026 SF 2% TYPE AUNIT C4 1,199 SF 5 5,995 SF 5% TYPE BUNIT C5 1,078 SF 1 1,078 SF 1% TYPE BUNIT C6 1,058 SF 1 1,058 SF 1% TYPE BUNIT C7 1,010 SF 5 5,050 SF 5% TYPE B25 26,272 SF 23%STUDIOUNIT A1 534 SF 8 4,272 SF 7% TYPE BUNIT A1-ALT 524 SF 5 2,620 SF 5% TYPE BUNIT A2 454 SF 8 3,632 SF 7% TYPE BUNIT A2-BF 454 SF 2 908 SF 2% TYPE AUNIT A3 509 SF 1 509 SF 1% TYPE B24 11,941 SF 22%TOWNHOUSETOWNHOUSE-A 905 SF 1 905 SF 1% TYPE B @ ENTRYLEVELTOWNHOUSE-A ALT 838 SF 1 838 SF 1% TYPE B @ ENTRYLEVELTOWNHOUSE-B 891 SF 1 891 SF 1% TYPE B @ ENTRYLEVELTOWNHOUSE-B-ALT 934 SF 1 934 SF 1% TYPE B @ ENTRYLEVEL4 3,568 SF 4%108 80,971 SF 100%---------1,482 SF1,482 SFCLUBROOMA26,479 SF20,982 SF24,037 SF10,824 SFV-ACORRIDORR2VERTICALCIRCULATIONS2COVERED DECKR2RESIDENTIALR2SUBTOTALYES, NFPA 13 PER IBC 903.3.1.1A-3COMMON AREA2,005 SF1,684 SF1,683 SF1,683 SF1,649 SF8,704 SF594 SF655 SF655 SF655 SF419 SF14,250 SF16,059 SF16,085 SF16,085 SF14,850 SF77,328 SF2,979 SF2,448 SF535 SF477 SF478 SF478 SF478 SFTOTAL21,184 SF19,081 SFTOTAL FLOOR AREASEE ALLOWABLE AREA CALCULATIONS THIS SHEET2,321 SF2,321 SFMECH./TRASHS2110 SF110 SF110 SF110 SF110 SF549 SF6,479 SF20,982 SFS2STORAGE1,369 SF95 SF95 SF95 SF95 SF1,751 SF------------------------------ --------19,107 SF19,107 SF-17,602 SF96,082 SF24,037 SF10,824 SF21,184 SF19,081 SF19,107 SF19,107 SF17,602 SF-----158,403 SFGROSS BUILDING AREASLEVEL AREAPARKING LEVEL 3 6,479 SFPARKING LEVEL 2 20,982 SFPARKING LEVEL 1 24,037 SFLOFT LEVEL 10,824 SFRES. LEVEL 1 21,184 SFRES. LEVEL 2 19,081 SFRES. LEVEL 3 19,107 SFRES. LEVEL 4 19,107 SFRES. LEVEL 5 17,602 SF158,403 SF----104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.5,462 SFGARAGE248 SFELEV. LOBBY160 SFSTAIR 01442 SFSTORAGEEXITEXIT100' -9" TO EXIT(PATH OF EGRESS)OCCUPANCY LEGENDS2166 SFELEVATOR A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY SECTION 708.3/ 713.14.1 EX. 4>3 STOIRESNR ENCLOSURESTAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 419,446 SFGARAGE266 SFSTORAGE181 SFSTAIR 02263 SFSTORAGE99 SFELEV. MECH. RM.251 SFELEV. LOBBY160 SFSTAIR 01EXITEXITEXITEXITEXITEXITEXIT139' -8" TO EXIT(PATH OF EGRESS)1 4 6 ' -6 " T O E X IT
(P A T H O F E G R E S S )97' -8" TO EXIT(PATH OF EGRESS)85' -6" TO EXIT(PATH OF EGRESS)OCCUPANCY LEGENDS2S2 - INCIDENTAL158 SFELEV. A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705ELE. A/B MACHINE RMSECTION 3305.41 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY SECTION 708.3/ 713.14.1 EX. 4>3 STOIRESNR ENCLOSURE134'(EXIT SEPARATION)158 SFDETENTION VAULTScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/16" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:15:31 PMA003EGRESS, FIRE & SMOKEDIAGRAMS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0031/16" = 1'-0"1PARKING LEVEL 31/16" = 1'-0"2PARKING LEVEL 2OCCUPANT LOAD SUMMARY - LEVEL P3OCCUPANCYTYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORS2 GARAGE 5,462 SF GARAGE 1/200 28S2 ELEV. LOBBY 248 SF ACCESORY STORAGE & MECH. 1/300 1S2 STAIR 01 160 SF ACCESORY STORAGE & MECH. N/A 0S2 STORAGE 442 SF ACCESORY STORAGE & MECH. 1/300 2S2 ELEVATOR A/B 166 SF ACCESORY STORAGE & MECH. N/A 031SEE COVER SHEET FOR SYMBOL LEGENDSEE SHEET A002 FOR SUMMARY OF BUILDING CODE AREA CALCULATIONS & SUMMARY NOTESSEE FLOOR PLANS IN SECTION 'A2' FOR ADDITIONAL INFORMATION, DETAILS AND NOTES.FIRE EXTINGUISHERS ARE TO BE LOCATED NO MORE THAN 75 FT OF TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS TO COMPLY WITH IFC 2012 906.1 AND NFPA 10. NOTE:EGRESS WIDTH CALCULATIONSOCCUPANT LOAD PER FLOORNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR /=REQUIREDMIN. PROVIDEDLEVEL P31313110"7"44"36"EGRESS WIDTH CALCULATIONSOCCUPANT LOAD PER FLOORNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR /=REQUIREDMIN. PROVIDEDLEVEL P221025116"11"44"36"OCCUPANT LOAD SUMMARY - LEVEL P2OCCUPANCYTYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORS2 GARAGE 19,446 SF GARAGE 1/200 98S2 STORAGE 266 SF ACCESORY STORAGE & MECH. 1/300 1S2 STAIR 02 181 SF ACCESORY STORAGE & MECH. N/A 0S2 STORAGE 263 SF ACCESORY STORAGE & MECH. 1/300 1S2 ELEV. LOBBY 251 SF ACCESORY STORAGE & MECH. 1/300 1S2 STAIR 01 160 SF ACCESORY STORAGE & MECH. N/A 0S2 ELEV. A/B 158 SF ACCESORY STORAGE & MECH. N/A 0S2 DETENTION VAULT 158 SF ACCESORY STORAGE & MECH.S2 -INCIDENTALELEV. MECH. RM. 99 SF ACCESORY STORAGE & MECH. 1/300 1102COMMON PATH OF TRAVEL PER 2012 IBC 1014.3REQUIRED: S2 OCCUPANCY = 100' WITH SPRINKLER SYSTEMPROVIDED: S2 OCCUPANY = 19' MAX. EXIT ACCESS TRAVEL DISTANCE PER 2012 IBC 1016.2REQUIRED: S2 OCCUPANCY = 400' WITH SPRINKLER SYSTEMPROVIDED: S2 OCCUPANY = 146'-6" MAX. EXIT ACCESS REQUIREMENTSEXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: S2 OCCUPANCY -1/3 DIAGONAL DISTANCE (207'-4") = 69' MIN.PROVIDED: S2 OCCUPANY = 134' EXIT SEPARATION REQUIREMENTS104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.12,795 SFGARAGE653 SFWASTE COLLECTION93 SFSP RISER RM381 SFRESIDENTIAL159 SFSTAIR 022,192 SFCOMMON AREA636 SFOFFICE160 SFSTAIR 01420 SFCORRIDOR437 SFRESIDENTIAL192 SFCORRIDOR429 SFRESIDENTIAL2,786 SFCOMMERCIAL TENANT272 SFCOVERED DECK45 SFCOVERED DECK45 SFCOVERED DECKEXITEXITEXITEXITEXITEXITEXIT85' -0"(COMMON PATH)89' -6" TO EXIT(PATH OF EGRESS)90' -0" TO EXIT(PATH OF EGRESS)1,200 SFCOMMERCIAL TENANT1364 SFRESIDENTIAL72 SFCOVERED DECKOCCUPANCY LEGENDBB2 - ACCESORYMR2S2S2 - INCIDENTAL319 SFLOUNGE100 SFSTORAGEELEV. A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGOCCUPANCY SEPARATIONSECTION 508M TO S2 = 1 HR RATINGPROPOSED TENANT EXHAUST SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGSPRINKLER RISER RM.SECTION 913.2.12 HR RATINGWASTE CHUTE TERMINATION RM.SECTION 713.13.3> 100SFINCIDENTAL USE w/ SPRINKLER SYS.2 HR RATINGOCCUPANCY SEPARATIONSECTION 508M TO B = NO RATING EQ'DOCCUPANCY SEPARATIONSECTION 508R2 TO S2 = 1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 496 SFVESTIBULE130'-6"(EXIT SEPARATION)160'-4"(DIAGONAL DISTANCE)77'(B - EXIT SEPARATION)146'-9"(B - DIAGONAL DISTANCE)EXIT51'-3"(EXIT SEPARATION)7 1 '(D IA G O N A L D IS T A N C E )64' -2" TO EXIT(PATH OF EGRESS)OCCUPANCY SEPARATIONSECTION 508R2 TO B = 1 HR RATINGXXXXXXXXXEXIT1 7 2 ' -9 " T O E X I T
(P A T H O F E G R E S S )118' -6" TO EXIT(PATH OF EGRESS)6 3 ' -9 " T O E X I T
(P A T H O F E G R E S S )EXIT38' - 6"(COMMON PATH)76' -6"(PATH OF EGRESS)102' -6"(PATH OF EGRESS)153 SFRESTROOM24 SFMECH44 SFTELECOMBEARING WALLTABLE 601SECONDARY MEMBER2HR CONSTRUCTIONBEARING WALLTABLE 601SECONDARY MEMBER2HR CONSTRUCTION495 SFRESIDENTIAL180 SFRESTROOMS1,262 SFEXERCISE AREA1,482 SFCLUBROOM1,084 SFBIKE STORAGE173 SFSTAIR 02117 SFCORRIDOR417 SFELECTRICAL73 SFCOVERED DECKEXITEXITEXITEXITEXITEXITEXIT112' -1" TO EXIT(PATH OF EGRESS)169' - 4" TO EXIT(PATH OF EGRESS)68' -10" TO EXIT(PATH OF EGRESS)495 SFRESIDENTIAL178 SFSTAIR 01409 SFRESIDENTIAL409 SFRESIDENTIAL2,599 SFCOMMON AREA96 SFCOVERED DECK15 SFCOVERED DECKOCCUPANCY LEGENDA3BR2S2S2 - ACCESORYELEV. A/B477 SFLIBRARYTRANSFORMERELECTRICAL ROOM2 HR FIRE RATINGELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGNON-SEPARATED OCCUPANCIESSECTION 508.3PROPOSED TENANT EXHAUST SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGOCCUPANCY SEPARATIONSECTION 508M TO R2 = 1 HR RATINGOCCUPANCY SEPARATIONSECTION 508R2 TO S2 = 1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4PROPOSED TENANT EXHAUST SHAFTSECTION 510.2.42 HR RATINGCOMMERCIAL TENANT BELOWCOMMERCIAL TENANT BELOW73 SFCOVERED DECKEXIT175'-4"(B DIAGONAL DISTANCE)51'-9"(A3 DIAGONAL DISTANCE)25'-5"(A3 EXIT SEPARATION)130'-6"(B EXIT SEPARATION)OCCUPANCY SEPARATIONSECTION 508M TO B = NO RATING REQ'DOCCUPANCY SEPARATIONSECTION 508R2 TO B = 1 HR RATING130 SFDOG WASH40' COMMON PATHEXIT94 SFSTORAGEEXITEXITEXITLOCKED GATE WITH KNOCK-BOX. VERIFY W/ FIRE DEPT. PROVIDE PANIC HARDWARE ON PUSH SIDE OF GATE.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/16" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:17:09 PMA004EGRESS, FIRE & SMOKEDIAGRAMS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0041/16" = 1'-0"1PARKING LEVEL 11/16" = 1'-0"2LOFT LEVELSEE COVER SHEET FOR SYMBOL LEGENDSEE SHEET A002 FOR SUMMARY OF BUILDING CODE AREA CALCULATIONS & SUMMARY NOTESSEE FLOOR PLANS IN SECTION 'A2' FOR ADDITIONAL INFORMATION, DETAILS AND NOTES.FIRE EXTINGUISHERS ARE TO BE LOCATED NO MORE THAN 75 FT OF TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS TO COMPLY WITH IFC 2012 906.1 AND NFPA 10. NOTE:COMMON PATH OF TRAVEL PER 2012 IBC 1014.3REQUIRED: S2 OCCUPANCY = 100' WITH SPRINKLER SYSTEMREQUIRED: R2 OCCUPANCY = 125' WITH SPRINKLER SYSTEMREQUIRED: A2, M OCCUPANCY = 75' WITH SPRINKLER SYSTEMEXIT ACCESS TRAVEL DISTANCE PER 2012 IBC 1016.2REQUIRED: S2 OCCUPANCY = 400' WITH SPRINKLER SYSTEMREQUIRED: R2, M, A2 OCCUPANCY = 250' WITH SPRINKLER SYSTEMEXIT ACCESS REQUIREMENTSEXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: (GARAGE) -1/3 x 160'-4" DIAGONAL DISTANCE = 53'-3" MINREQUIRED: (BUSINESS) -1/3 x 146'-9" DIAGONAL DISTANCE = 48'-11" MINREQUIRED: (COMMERCIAL) -1/3 x 71' DIAGONAL DISTANCE = 23'-7" MINEXIT SEPARATION REQUIREMENTSOCCUPANT LOAD SUMMARY - LEVEL P1OCCUPANCYTYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORB LOUNGE 319 SF ASSEMBLY 1/15 21B COMMON AREA 2,192 SF BUSINESS 1/100 24B OFFICE 636 SF BUSINESS 1/100 6B STAIR 01 160 SF BUSINESS N/A 0B ELEV. A/B 168 SF BUSINESS N/A 0B VESTIBULE 96 SF BUSINESS 1/100 1B RESTROOM 153 SF BUSINESS 1/100 2B2 - ACCESORY STORAGE 100 SF ACCESORY STORAGE & MECH. 1/300 1M MECH 24 SFM TELECOM 44 SFM CORRIDOR 420 SF BUSINESS N/A 0M COMMERCIAL TENANT 2 2,786 SF MERCANTILE 1/30 102M COMMERCIAL TENANT 1 1,200 SF MERCANTILE 1/30 39R2 RESIDENTIAL 381 SF RESIDENTIAL 1/200 2R2 RESIDENTIAL 437 SF RESIDENTIAL 1/200 3R2 CORRIDOR 192 SF RESIDENTIAL N/A 0R2 RESIDENTIAL 429 SF RESIDENTIAL 1/200 3R2 COVERED DECK 72 SF RESIDENTIAL 1/200 1R2 COVERED DECK 45 SF RESIDENTIAL 1/200 1R2 COVERED DECK 45 SF RESIDENTIAL 1/200 1R2 RESIDENTIAL 364 SF RESIDENTIAL 1/200 3R2 COVERED DECK 72 SF RESIDENTIAL 1/200 1S2 GARAGE 12,795 SF GARAGE 1/200 64S2 STAIR 02 159 SF GARAGE N/A 0S2 - INCIDENTAL WASTE COLLECTION 653 SF ACCESORY STORAGE & MECH. 1/300 2S2 - INCIDENTAL SP RISER RM 93 SF ACCESORY STORAGE & MECH. 1/300 124,037 SF 278OCCUPANT LOAD SUMMARY - LOFT LEVELOCCUPANCYTYPENAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORA3 CLUBROOM 1,482 SF ASSEMBLY 1/15 77B RESTROOMS 180 SF BUSINESS 1/100 2B STAIR 02 173 SF BUSINESS N/A 0B STAIR 01 178 SF BUSINESS N/A 0B COMMON AREA 2,599 SF BUSINESS 1/100 28B COVERED DECK 96 SF BUSINESS 1/100 1B ELEV. A/B 173 SF BUSINESS N/A 0B DOG WASH 130 SF BUSINESS 1/100 2B EXERCISE AREA 1,262 SF EXERCISE ROOM 1/50 26B LIBRARY 477 SF LIBRARY 1/50 10R2 RESIDENTIAL 495 SF RESIDENTIAL 1/200 3R2 COVERED DECK 73 SF RESIDENTIAL 1/200 1R2 RESIDENTIAL 495 SF RESIDENTIAL 1/200 3R2 RESIDENTIAL 409 SF RESIDENTIAL 1/200 3R2 RESIDENTIAL 409 SF RESIDENTIAL 1/200 3R2 COVERED DECK 73 SF RESIDENTIAL 1/200 1S2 BIKE STORAGE 1,084 SF ACCESORY STORAGE & MECH. 1/300 4S2 ELECTRICAL 417 SF ACCESORY STORAGE & MECH. 1/300 2S2 TRANSFORMER 393 SF ACCESORY STORAGE & MECH. 1/300 2S2 CORRIDOR 117 SF RESIDENTIAL N/A 0S2 COVERED DECK 15 SF RESIDENTIAL 1/200 1S2 - ACCESORY STORAGE 94 SF ACCESORY STORAGE & MECH. 1/30010,824 SF 169TOTAL2827"18"44"36"EGRESS CONVERGENCE -STAIR 01LOFT LEVEL ABOVELEVEL P2 BELOW5189 STAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDREQUIREDMIN. PROVIDEDOCC.LOADEGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR /=REQUIREDMIN. PROVIDEDLEVEL P1 -GARAGE2683210"7"44"36"/=LEVEL P1 -BUSINESS\RESIDENTIAL2685216"11"44"36"EXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: (BUSINESS) -1/3 x 175'-4" DIAGONAL DISTANCE = 58'-4" MINREQUIRED: (CLUBROOM) -1/3 x 51'-9" DIAGONAL DISTANCE = 17'-3" MINEXIT SEPARATION REQUIREMENTS/=LEVEL P1 -COMM. TENANT 11393912"8"44"36"/=21025116"11"44"36"LEVEL P1 -COMM. TENANT 2EGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR REQUIREDMIN. PROVIDED/=LOFT LEVEL -BUSINESS384289"6"44"36"/=LOFT LEVEL -CLUB ROOM2773912"8"44"36"TOTAL113 44"29"66"36"EGRESS CONVERGENCE -STAIR 02LEVEL R1 ABOVELEVEL P1 BELOW32145 STAIR LANDING WIDTH(OCC. LOAD x 0.3")REQUIREDMIN. PROVIDEDREQUIREDMIN. PROVIDEDOCC.LOADOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.8,812 SFRESIDENTIAL3,965 SFRESIDENTIAL509 SFSTORAGE509 SFSTORAGE257 SFSTORAGE789 SFRESIDENTIAL684 SFRESIDENTIAL214 SFSTAIR 02160 SFSTAIR 0195 SFMAINT.2,005 SFCORRIDOR66 SFCOVERED DECK66 SFCOVERED DECK66 SFCOVERED DECK132 SFCOVERED DECK65 SFCOVERED DECK126 SFCOVERED DECK110 SFWASTE CHUTE RM73 SFCOVERED DECKEXITEXITEXITEXITEXITEXIT169' - 5" TO EXIT(PATH OF EGRESS)1 8 3 ' -9 " T O E X I T
(P A T H O F E G R E S S )75' -6" TO EXIT(PATH OF EGRESS)70' - 5" TO EXIT(PATH OF EGRESS)42' -6" TO EXIT(COMMON PATH)OCCUPANCY LEGENDA3BR2S2 - ACCESORYS2 - INCIDENTAL2,155 SFPLAZA161 SFELEV A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGWASTE CHUTE ACCESS RM.SECTION 713.13.3> 100SFINCIDENTAL USE w/ SPRINKLER SYS.1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4229'-10"(DIAGONAL DISTANCE)139'-2"(EXIT SEPARATION)NET90'(DIAGONAL DISTANCE)84'-9"(EXIT SEPARATION)166 SFRESTROOMOCCUPANCY SEPARATIONSECTION 508R TO 5-2 = 1 HR RATING16,059 SFRESIDENTIAL95 SFDATA156 SFSTAIR 02164 SFSTAIR 011,684 SFCORRIDOR66 SFCOVERED DECK66 SFCOVERED DECK66 SFCOVERED DECK132 SFCOVERED DECK73 SFCOVERED DECK65 SFCOVERED DECK127 SFCOVERED DECK110 SFWASTE CHUTE RM62 SFCOVERED DECKEXITEXITEXITEXIT136' - 7" TO EXIT(PATH OF EGRESS)1 5 0 ' -1 1 " T O E X I T
(P A T H O F E G R E S S )42' -6" TO EXIT(COMMON PATH)OCCUPANCY LEGENDR2S2 - ACCESORYS2 - INCIDENTALELEV. A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGWASTE CHUTE ACCESS RM.SECTION 713.13.3> 100SFINCIDENTAL USE w/ SPRINKLER SYS.1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4229'-10"(DIAGONAL DISTANCE)139'-2"(EXIT SEPARATION)Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/16" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:17:28 PMA005EGRESS, FIRE & SMOKEDIAGRAMS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0051/16" = 1'-0"1RES. LEVEL 11/16" = 1'-0"2RES. LEVEL 2OCCUPANT LOAD SUMMARY - LEVEL R1OCCUPANCY TYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORA3 PLAZA 2,155 SF ASSEMBLY 1/15 141B RESTROOM 166 SF BUSINESS 1/100 2R2 RESIDENTIAL 8,812 SF RESIDENTIAL 1/200 43R2 RESIDENTIAL 3,965 SF RESIDENTIAL 1/200 20R2 RESIDENTIAL 789 SF RESIDENTIAL 1/200 4R2 RESIDENTIAL 684 SF RESIDENTIAL 1/200 4R2 STAIR 02 214 SF RESIDENTIAL N/A 0R2 STAIR 01 160 SF RESIDENTIAL N/A 0R2 CORRIDOR 2,005 SF RESIDENTIAL N/A 0R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 132 SF RESIDENTIAL 1/200 1R2 COVERED DECK 65 SF RESIDENTIAL 1/200 1R2 COVERED DECK 126 SF RESIDENTIAL 1/200 1R2 COVERED DECK 73 SF RESIDENTIAL 1/200 1R2 ELEV A/B 161 SF RESIDENTIAL N/A 0S2 - ACCESORY STORAGE 509 SF ACCESORY STORAGE & MECH. 1/300 2S2 - ACCESORY STORAGE 509 SF ACCESORY STORAGE & MECH. 1/300 2S2 - ACCESORY STORAGE 257 SF ACCESORY STORAGE & MECH. 1/300 1S2 - ACCESORY MAINT. 95 SF ACCESORY STORAGE & MECH. 1/300 1S2 - INCIDENTAL WASTE CHUTE RM 110 SF ACCESORY STORAGE & MECH. 1/300 121,184 SF 228OCCUPANT LOAD SUMMARY - LEVEL R2OCCUPANCY TYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORR2 RESIDENTIAL 16,059 SF RESIDENTIAL 1/200 81R2 STAIR 02 156 SF RESIDENTIAL N/A 0R2 STAIR 01 164 SF RESIDENTIAL N/A 0R2 CORRIDOR 1,684 SF RESIDENTIAL N/A 0R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 132 SF RESIDENTIAL 1/200 1R2 COVERED DECK 73 SF RESIDENTIAL 1/200 1R2 COVERED DECK 65 SF RESIDENTIAL 1/200 1R2 COVERED DECK 127 SF RESIDENTIAL 1/200 1R2 COVERED DECK 62 SF RESIDENTIAL 1/200 1R2 ELEV. A/B 157 SF RESIDENTIAL N/A 0S2 - ACCESORY DATA 95 SF ACCESORY STORAGE & MECH. 1/300 1S2 - INCIDENTAL WASTE CHUTE RM 110 SF ACCESORY STORAGE & MECH. 1/300 119,081 SF 91SEE COVER SHEET FOR SYMBOL LEGENDSEE SHEET A002 FOR SUMMARY OF BUILDING CODE AREA CALCULATIONS & SUMMARY NOTESSEE FLOOR PLANS IN SECTION 'A2' FOR ADDITIONAL INFORMATION, DETAILS AND NOTES.FIRE EXTINGUISHERS ARE TO BE LOCATED NO MORE THAN 75 FT OF TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS TO COMPLY WITH IFC 2012 906.1 AND NFPA 10. NOTE:EXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: R2 OCCUPANCY -1/3 x 229' -10" DIAGONAL DISTANCE = 76'-7" MIN.REQUIRED: A2 OCCUPANCY -1/3 x 90' DIAGONAL DISTANCE = 30' MIN.EXIT SEPARATION REQUIREMENTSEGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR REQUIREDMIN. PROVIDED/=R1 LEVEL -RESIDENTIAL222811434"23"44"36"COMMON PATH OF TRAVEL PER 2012 IBC 1014.3REQUIRED: R2 OCCUPANCY = 125' WITH SPRINKLER SYSTEMREQUIRED: A2, M OCCUPANCY = 75' WITH SPRINKLER SYSTEMEXIT ACCESS TRAVEL DISTANCE PER 2012 IBC 1016.2REQUIRED: R2, M, A2 OCCUPANCY = 250' WITH SPRINKLER SYSTEMEXIT ACCESS REQUIREMENTSEXIT SEPARATION REQUIREMENTSEGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR REQUIREDMIN. PROVIDED/=R2 LEVEL -RESIDENTIAL2914614"10"44"36"EXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: R2 OCCUPANCY -1/3 x 229' -10" DIAGONAL DISTANCE = 76'-7" MIN.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.14,850 SFRESIDENTIAL95 SFMAINT.161 SFSTAIR 01156 SFSTAIR 021,649 SFCORRIDOR127 SFCOVERED DECK66 SFCOVERED DECK49 SFCOVERED DECK49 SFCOVERED DECK64 SFCOVERED DECK65 SFCOVERED DECK110 SFWASTE CHUTE RMEXITEXITEXIT136' - 7" TO EXIT(PATH OF EGRESS)1 5 0 ' -1 1 " TO E X I T
(P A T H O F E G R E S S )EXIT42' -6" TO EXIT(COMMON PATH)ELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGWASTE CHUTE ACCESS RM.SECTION 713.13.3> 100SFINCIDENTAL USE w/ SPRINKLER SYS.1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4229'-10"(DIAGONAL DISTANCE)139'-2"(EXIT SEPARATION)OCCUPANCY LEGENDR2S2 - ACCESORYS2 - INCIDENTALELEV A/BUNCOVERED DECKUNCOVERED DECK16,085 SFRESIDENTIAL162 SFSTAIR 01156 SFSTAIR 021,683 SFCORRIDOR95 SFMAINT.66 SFCOVERED DECK66 SFCOVERED DECK66 SFCOVERED DECK132 SFCOVERED DECK73 SFCOVERED DECK65 SFCOVERED DECK127 SFCOVERED DECK110 SFWASTE CHUTE RM62 SFCOVERED DECKEXITEXITEXITEXIT136' - 7" TO EXIT(PATH OF EGRESS)1 5 0 ' -1 1 " T O E X I T
(P A T H O F E G R E S S )42' -6" TO EXIT(COMMON PATH)ELEV A/BELEV. A/B• FIRE BARRIER PER IBC SECTION 707.3.1• 2 HR SHAFT ENCLOSURE PER SECTION 510.2 ITEM 4ELEV. LOBBY NOT REQUIRED PER SECTION 713.14.1 EX. 1STAIR 01• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4STAIR 02 EXTERIOR WALLSSECTION 1022.7NR PER SECTION 705WASTE COLLECTION SHAFTSECTION 707.3.1> 4 STORIES2 HR RATINGWASTE CHUTE ACCESS RM.SECTION 713.13.3> 100SFINCIDENTAL USE w/ SPRINKLER SYS.1 HR RATINGSTAIR 02• INTERIOR EXIT STAIRWAY• FIRE BARRIER PER IBC SECTION 707.3.2• SMOKEPROOF ENCLOSURE PER IBC SECTION 909.20• 2 HR ENCLOSURE PER SECTION 510.2 ITEM 4229'-10"(DIAGONAL DISTANCE)139'-2"(EXIT SEPARATION)OCCUPANCY LEGENDR2S2 - ACCESORYS2 - INCIDENTALScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/16" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:17:46 PMA006EGRESS, FIRE & SMOKEDIAGRAMS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0061/16" = 1'-0"1RES. LEVEL 51/16" = 1'-0"2RES. LEVEL 3OCCUPANT LOAD SUMMARY - LEVEL R3 & R4OCCUPANCY TYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORR2 RESIDENTIAL 16,085 SF RESIDENTIAL 1/200 81R2 STAIR 01 162 SF RESIDENTIAL N/A 0R2 STAIR 02 156 SF RESIDENTIAL N/A 0R2 CORRIDOR 1,683 SF RESIDENTIAL N/A 0R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 132 SF RESIDENTIAL 1/200 1R2 COVERED DECK 73 SF RESIDENTIAL 1/200 1R2 COVERED DECK 65 SF RESIDENTIAL 1/200 1R2 COVERED DECK 127 SF RESIDENTIAL 1/200 1R2 COVERED DECK 62 SF RESIDENTIAL 1/200 1R2 ELEV A/B 161 SF RESIDENTIAL N/A 0S2 - ACCESORY MAINT. 95 SF ACCESORY STORAGE & MECH. 1/300 1S2 - INCIDENTAL WASTE CHUTE RM 110 SF ACCESORY STORAGE & MECH. 1/300 119,107 SF 91OCCUPANT LOAD SUMMARY - LEVEL R5OCCUPANCY TYPE NAME AREA(IBC TABLE 1004.1.2)OCC. LOADFUNCTION OF SPACEOCC. LOADFACTORR2 RESIDENTIAL 14,850 SF RESIDENTIAL 1/200 75R2 STAIR 01 161 SF RESIDENTIAL N/A 0R2 STAIR 02 156 SF RESIDENTIAL N/A 0R2 CORRIDOR 1,649 SF RESIDENTIAL N/A 0R2 COVERED DECK 127 SF RESIDENTIAL 1/200 1R2 COVERED DECK 66 SF RESIDENTIAL 1/200 1R2 COVERED DECK 49 SF RESIDENTIAL 1/200 1R2 COVERED DECK 49 SF RESIDENTIAL 1/200 1R2 COVERED DECK 64 SF RESIDENTIAL 1/200 1R2 COVERED DECK 65 SF RESIDENTIAL 1/200 1R2 ELEV A/B RedundantAreaRESIDENTIAL N/A 0R2 ELEV A/B 162 SF RESIDENTIAL N/A 0S2 - ACCESORY MAINT. 95 SF ACCESORY STORAGE & MECH. 1/300 1S2 - INCIDENTAL WASTE CHUTE RM 110 SF ACCESORY STORAGE & MECH. 1/300 117,602 SF 83SEE COVER SHEET FOR SYMBOL LEGENDSEE SHEET A002 FOR SUMMARY OF BUILDING CODE AREA CALCULATIONS & SUMMARY NOTESSEE FLOOR PLANS IN SECTION 'A2' FOR ADDITIONAL INFORMATION, DETAILS AND NOTES.FIRE EXTINGUISHERS ARE TO BE LOCATED NO MORE THAN 75 FT OF TRAVEL DISTANCE BETWEEN EXTINGUISHERS. EXTINGUISHERS TO COMPLY WITH IFC 2012 906.1 AND NFPA 10. NOTE:EXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: R2 OCCUPANCY -1/3 x 229' -10" DIAGONAL DISTANCE = 76'-7" MIN.REQUIRED: A2 OCCUPANCY -1/3 x 90' DIAGONAL DISTANCE = 30' MIN.EXIT SEPARATION REQUIREMENTSEGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR REQUIREDMIN. PROVIDED/=R1 LEVEL -RESIDENTIAL2914614"10"44"36"COMMON PATH OF TRAVEL PER 2012 IBC 1014.3REQUIRED: R2 OCCUPANCY = 125' WITH SPRINKLER SYSTEMREQUIRED: A2, M OCCUPANCY = 75' WITH SPRINKLER SYSTEMEXIT ACCESS TRAVEL DISTANCE PER 2012 IBC 1016.2REQUIRED: R2, M, A2 OCCUPANCY = 250' WITH SPRINKLER SYSTEMEXIT ACCESS REQUIREMENTSEXIT SEPERATION PER 2012 IBC 1015.2REQUIRED: R2 OCCUPANCY -1/3 x 229' -10" DIAGONAL DISTANCE = 76'-7" MIN.REQUIRED: A2 OCCUPANCY -1/3 x 90' DIAGONAL DISTANCE = 30' MIN.EXIT SEPARATION REQUIREMENTSEGRESS CALCULATIONSOCC.LOADNO. OF EXITSEGRESS CAPACITY PER EXITSTAIR WIDTH(OCC. LOAD x 0.3")REQUIREDOTHER EGRESS COMP. WIDTH(OCC. LOAD x 0.2")MIN. PROVIDEDFLOOR REQUIREDMIN. PROVIDED/=R5 LEVEL -RESIDENTIAL2834213"8"44"36"104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"L4PARKING LEVEL 1337' -6"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"GRADE PLANE341.2'L3L211L3.6L2.5T.O. ROOF409.0'PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"234682.12.12.32.39758.16.25.25.13.12.210.1109' - 3"11' - 0"9' - 8"10' - 8"10' - 0"10' - 0"10' - 0"10' - 0"9' - 0"3' - 6"ONE STORY ABOVE GRADE PLANETYPE IA (THIS PERMIT)5 STORIESTYPE VA (FOR REFERENCE ONLY)UNDER SEPARATE PERMIT #B15001398(1 STORY ABOVE GRADE PLANE)5' - 11 5/8"CONSTRUCTION TYPE VBCONSTRUCTION TYPE IACONSTRUCTION TYPE IACONSTRUCTION TYPE VAEXISTING KCLS LIBRARYPROPOSED MIXED USE BUILDING67' - 9" BUILDING HEIGHT (IBC)3 HOUR ASSEMBLY PER IBC SECTION 510.2 ITEM 13 HOUR ASSEMBLY (LIBRARY)2 HOUR FIRE WALL PER IBC SECTION 706.6.11 HOUR ASSEMBLY (LIBRARY)UNLIMITED OPENINGS PER IBC SECTION 706.6.1 EXCEPTION (STEPPED BUILDINGS)ABOVE FIN. GRADE11' - 2"EL. 336.0' (LOWEST FIN. GRADE)PER IBC 510.2 ITEM 2PER IBC 510.2 ITEM 3R-2 OCCUPANCY BUILDING HEIGHT:BASE BUILDING HEIGHT FOR TYPE VA CONSTRUCTION FROM IBC TABLE 503:50'AUTOMATIC SPRINKLER SYSTEM HEIGHT INCREASE PER IBC SECTION 504.2:20'TOTAL MAXIMUM BUILDING HEIGHT:70'R-2 OCCUPANCY NUMBER OF STORIES:BASE ALLOWABLE NUMBER OF STORIES FOR TYPE VA FROM IBC TABLE 503:3AUTOMATIC SPRINKLER SYSTEM STORY INCREASE PER IBC SECTION 504.2:1STAIR PRESSURIZATION STORY INCREASE PER IBC SECTION 504.3:1TOTAL STORIES ALLOWED (TYPE VA):51.11.1Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/16" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:17:49 PMA007CODE SUMMARYSECTION DAIGRAM201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0071/16" = 1'-0"1CODE SUMMARY SECTION DIAGRAM104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
BARRIER PER PLANWHEEL STOPS PER PLAN4" WIDE PAINTED STRIPES @ 24" 0.C.PAINTED 4" STRIPES PER PLAN, TYP.INSTALL SIGN PER DETAIL 2/A0085' HGT. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER FIG. 703.6.3.1FULL LENGTH OF PARKING SPACECLEAR PER 502.4.2* 5' - 0" MIN.PER PLAN132" MIN.PER PLAN96" MIN.VAN* PER ICC A117.1-2009 SECTION 502.2 EXCEPTION -VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES MIN. IN WIDTH WHERE THE ADJACENT ACCESS AISLE IS 96 INCHES MIN. IN WIDTHINTERNATIONAL SYMBOL OF ACCESSIBILITY PER703.6.3.1, WHITE ON BLUE BACKGROUND PER IBC SEC. 1101.2.9SIGN SHALL INCLUDE: "STATE DISABLED PARKING PERMIT REQUIRED". VAN PARKING SHALL CONTAIN THE TERM "VAN ACCESSIBLE"60" MIN. A.F.F.PER 502.718"12"32" MIN.*90°(a) HINGED DOOR32" MIN.(b) SLIDING DOOR32" MIN.(c) FOLDING DOOR36" MIN.>24"(d) DOORWAYS WITHOUT DOORS60" MIN.18" MIN.(a) FRONT APPROACH, PULL SIDE48" MIN.12" MIN*60" MIN.36" MIN.(c) HINGE APPROACH, PULL SIDE* IF BOTHCLOSER AND LATCH ARE PROVIDED(b) FRONT APPROACH, PUSH SIDE54" MIN.42" MIN.(d) HINGE APPROACH, PULL SIDE42" MIN. **12" MIN** IF BOTHCLOSER AND LATCH ARE PROVIDED** 48" MIN. IF BOTHCLOSER AND LATCH PROVIDED(e) HINGE APPROACH, PUSH SIDE22" MIN.48" MIN.*24" MIN.* 54" MIN. IF CLOSER IS POVIDED(f) LATCH APPROACH, PULL SIDE42" MIN.** 48" MIN. IF CLOSER IS PROVIDED(g) LATCH APPROACH, PUSH SIDE24" MIN.CLEAR WIDTH OF DOORWAYSMANEUVERING CLEARANCE AT MANUAL SWINGING DOORS(a) PULL SIDE60" MIN.18" MIN.X > 8"(b) PUSH SIDE48" MIN.X > 8"(c) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH48" MIN.X > 8"12" MIN.MANEUVERING CLEARANCE AT RECESSED DOORSFIG. 404.2.2FIG. 404.2.3.2FIG. 404.2.3.5* 31 3/4" WITHIN TYPE B DWELLING UNITS60" MIN.60" MIN.48" MIN.DOOR WIDTHDOOR WIDTH48" MIN.DOOR WIDTH(a)(c)(b)60" MIN.60" MIN.FIG. 404.2.5TWO DOORS IN A SERIES48" MIN.42" MIN.22" MIN.42" MIN.24" MIN.(a) FRONT APPROACH(b) POCKET OR HINGE APPROACH(c) STOP OR LATCH APPROACHMANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORSFIG. 404.2.3.3(a) FRONT APPROACH48" MIN.42" MIN.(a) SIDE APPROACHMANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORSFIG. 404.2.3.415" MIN.48" MAXUNOBSTRUCTED FORWARD REACHFIG 308.2.120" MAX48" MAX>20"-25" MAX44" MAXUNOBSTRUCTED HIGH FORWARD REACHFIG 308.2.215" MIN.48" MAXUNOBSTRUCTED HIGH SIDE REACHFIG. 308.3.110" MAX48" MAX34" MAX10" MAX46" MAX34" MAX**>10"-24" MAX**OBSTRUCTED HIGH SIDE REACHFIG 308.3.2(a)(b)(a)(b)** IN TYPE B UNITS WITHIN KITCHENS AND BATHROOMS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATGED OVER CABINETS WITH COUNTERTOPS 36" MAX. IN HEIGHT AND 25-1/2" MAX. IN DEPTH PER SEC. 1004.9 EXCEPTION 10.60"MIN.60" MIN.60" MIN.24" MIN.36" MIN.MIN12"36" MIN.MIN.12"CIRCULAR AND T-SHAPED TURNING SPACEFIG. 304.348" MIN.30" MIN.SIZE OF CLEAR FLOOR SPACEFIG. 305.3SIZE AND POSITION OF CLEAR FLOOR SPACEFIG. 305.5X > 24"36" MIN.X > 15"60" MIN.(a) FORWARD APPROACH48" MIN.30" MIN.30" MIN.(a)(b)(a) FORWARD(b) PARALLEL48" MIN.(b) PARALLEL APPROACH30" MIN.MANEUVERING CLEARANCE IN ALCOVEFIG. 305.748" MIN.32" MIN.36" MIN.32" MIN.36" MIN24" MAX48" MIN.24" MAXCLEAR WIDTH OF AN ACCESSIBLE ROUTEFIG 403.548" MIN.42" MIN.42" MIN.X < 48"60" MIN.36" MIN.36" MIN.X < 48"CLEAR WIDTH AT 180 DEGREE TURNFIG. 403.5.1(a) 180 DEGREE TURN(b) 180 DEGREE TURN(EXCEPTION)1/2" MAX1/4" MAXCARPET ON FLOOR SURFACESFIG. 302.2VERTICAL CHANGES IN LEVELFIG. 303.21/4".1/4".1/2" MAX211/4" - 1/2"21BEVELED CHANGES IN LEVELFIG. 303.3.LONG DIMENSIONPERPENDICULAR TO DIRECTION OF TRAVEL1/2" MAXPREDOMINANT DIRECTION OF TRAVELOPENINGS IN FLOOR SURFACESFIG. 302.3NOTES:1.FLOOR SURFACES SHALL BE STABLE. FIRM AND SLIP RESISTANT PER SEC. 302.2.2.PER SEC. 302.2, CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM COUSHIN, PAD OR BACKING OR NO CUSHION OR PAD.CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUT/UNCUT PILE TEXTURE. THE PILESHALL BE 1/2" MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO THE FLOOR AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SEC. 303.4" MAXTYPE B EXTERIOR DECK THRESHOLD1004.4.2 (EXCEPTION)213/4" MAX.TYPE A & B EXTERIOR SLIDING DOOR THRESHOLDSEC. 1003.5 (EXCEPTION 1) & 1004.5.2.2 (EXCEPTION)IMPERVIOUS SURFACE30" MIN.17" - 25"6" MAX9"30" MIN.25" MAX9" MIN.27" MIN.8" MIN.TOE CLEARANCEFIG. 306.2KNEE CLEARANCEFIG. 306.311" MIN.(a) ELEVATION(a) ELEVATION(b) PLAN(b) PLAN45°MIN.18"MIN.18"CENTERED ON TACTILECHARACTERSMEN6" MIN.LOCATION OF SIGNS AT DOORSFIG. 703.3.11PICTOGRAM FIELDFIG. 703.5INTERNATIONAL SYMBOL OFACCESSIBILITYFIG. 703.6.3.1INTERNATIONAL SYMBOLOF ACCESS FOR HEARING LOSSFIG. 703.6.3.3AREA OFREFUGEAREA OFREFUGE48" MIN.60" MAXHEIGHT OF TACTILE CHARACTERS ABOVEFLOOR OR GROUNDFIG. 703.3.10BRAILLE SHALL BEMOUNTED 48" MIN.AND 60" MAX ABOVEFLOOR, MEASURED TO THE BASELINE OF BRAILLECELLS PER SEC. 703.4.5WHITE ON BLUE BACKGROUND PER IBC SEC. 1101.2.9NOTE: ALL PERMANENT ROOMS AND SPACES SHALL HAVE SIGNS MOUNTED ADJACENT THE DOOR ON THE ENTRANCE SIDE. ALL EGRESS DOORS SHALL HAVE SIGNS MOUNTED ADJACENT THE DOOR ON BOTH SIDES OF THE DOOR. ALL SIGNS SHALL INCLUDE BOTH RAISED CHARACTERS AND BRAILLE AND SHALL BE PROVIDED WITH CONTRASTING COLORS. SEE DIAGRAMS FOR ADDITIONAL REQUIREMENTS AND MOUNTING LOCATIONS. 9X < 80"27" MAXCANE DETECTION BARRIER ATREDUCED VERTICAL CLEARANCEFIG. 307.4> 27" AND < 80"4" MAX4" MAXPOSTSIGN27" MAX.X > 12"≥ 80"X > 12"UNLIMITEDUNLIMITEDUNLIMITEDLIMITS OF PROTRUDINGOBJECTSFIG. 307.2POST MOUNTED PROTRUDING OBJECTSFIG. 307.3(a)(b)X > 27"X ≥ 80"4" MAX4" MAX4" MAX.X ≥ 12" TYP..> 27" AND < 80"SIGNPOSTScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:17:52 PMA008BARRIER FREE NOTES &DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0081/8" = 1'-0"3ACCESSIBLE PARKING DIAGRAM1 1/2" = 1'-0"2ACCESSIBLE PARKING IDENTIFICATION1/4" = 1'-0"10DOOR APPROACH CLEARANCES1/4" = 1'-0"11TWO DOORS IN SERIES1/4" = 1'-0"12NO-SWING DOOR CLEARANCES1/4" = 1'-0"7REACH RANGES1/4" = 1'-0"8CLEAR FLOOR OR GROUND SPACE1/4" = 1'-0"4CLEAR WIDTH1/4" = 1'-0"9FLOOR OR GROUND SURFACESAND CHANGES IN LEVEL1/4" = 1'-0"1KNEE AND TOE CLEARANCE1/4" = 1'-0"5SIGNSThis project shall meet the requirements of the following applicable codes and Safe Harbor #1 of the Fair Housing Act. 2012 International Building Code (2012 IBC) with Washington State Amendments2009 Accessible and Usable Buildings and Facilities (ICC A117.1-2009)2010 American Disabilities Act (ADA) Standards for Accessible Design published on September 15, 2010 (2010 ADA) HUD Fair Housing Accessibility Guidelines published on March 6, 1991 including;Supplemental Notice to Fair Housing Accessibility Guidelines: Questions and Answers about the Guidelines published on June 281994. This project includes 6Type "A" barrier-free dwelling units in accordance with IBC Section 1107.6.2.1.1.This project includes 102Type "B" barrier-free dwelling units in accordance with IBC Section 1107.6.2.1.2.Type 'A' Units shall conform to the requirements of IBC Sec. 1107.6.2.1.1 and ICC Section 1003. Type 'B' Units shall conform to the requirements of IBC Sec. 1107.6.2.1.2 and ICC Section 1004. A copy of the Accessible and Useable Buildings and Facilities (ICC A117.1-2009) shall be maintained on site throughout the entire construction process.On sheets A008, A009, & A010all code sections ref. the ICC A117.1-2009 unless noted otherwise. The "Accessible Route of Travel" by definition shall meet the requirements of ICC A117.1-2009 Chapter 4.Doors to accessible spaces must have a minimum clear opening width of 32" per ICC A117.1-2009 Sec. 404.2.2. A minimum clear opening width of 31-3/4" is permitted at Type B units only per ICC A117.1-2009 Sec. 1004.5.2.1.Floor sufaces and changes in level (including door thresholds) shall comply with ICC A117.1-2009 Sections 302 & 303. Carpet thickness for walking surfaces that are part of an accessible route (including within dwelling units) to be 1/2" max. per ICC A117.1-2009 Sec. 403.2. Floors or ground surfaces within required maneuvering clearances shall have a slope not steeper than 1:48. See detail 9/A008.Provide a maximum of 1/2" beveled threshold at Type A unit decks per ICC A117.1-2009 Sec. 303.3. Where threshold is greater than 1/2" at Type A units, provide EZ-Edge Rubber threshold ramp or equal. Provide a maximum of 4" threshold at Type B unit decks per ICC A117.1-2009 Sec 1004.4.2 Exception (where finished surface is of impervious material). Where threshold is greater than 4" at Type B units, provide EZ-Edge Rubber threshold ramp or equal. See detail 9/A008.Provide maneuvering clearances at manual swing doors per ICC A117.1-2009 Table 404.2.3.2 and Figure 404.2.3.2. See detail 10/A008.Knee clearance and toe clearance provided as part of clear floor space under an open vanity or kitchen work space shall comply with the requirements for knee and toe clearances per ICC A117.1-2009 Secs. 306.3 and 306.2. See detail 1/A008. Provide grab bars at common area toilets per ICC A117.1-2009 Sec. 604.5. Grab bars shall be 1 1/4"-2" diameter stainless steel with preened grip. See detail 11/A009.Lavatory rim height in common area restrooms to be 34" max. above finished floor per ICC A117.1-2009 Sec. 606.3, with knee and toe clearance per Sec. 306 and a clear floor space positioned for forward approach complying with Section 305.3. Exposed piping beneath the sink shall be insulated to prevent burning per Sec. 606.6. See detail 11/A009.Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 lbs (22.2 N) maximum per ICC A117.1-2009 Sec 309.4 and shall be placed within one or more of the reach ranges specified in section 308. See detail 7/A008.Accessible car and van parking spaces and access aisles shall comply with ICC A117.1-2009 section 502. Accessible parking spaces shall have a maximum slope of 1:48 per Sec. 502.5. Access aisles shall be at the same level as the parking spaces they serve. Provide identification of accessible parking spaces per Sec. 507.2. See detail 3/A008.Provide barrier-free access to common public facilities such as sports court, mail kiosk, fitness, etc. provided for common tenant use. Roomsidentified for specific purpose shall be provided with signage per ICC A117.1-2009 Chapter 7. See also detail 5/A008.Stairways required to be accessible shall be in compliance with ICC A117.1-2009 Sec. 504. At the top of a stair run, handrails shall extend 12" min. horizontally beyond the landing nosing per Sec. 505.10.2. At the bottom of a stair run, handrails shall extend at the slope of the stair for a horizontal distance equal to one tread depth beyond the bottom tread nosing per Sec. 505.10.3. The handgrip portion of handrails shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension, or the shape shall have a perimeter dimension of 4" min. and 6 1/4" max. and a cross section dimension of 2 1/4" max. The handgrip portion of handrails shall be free of any sharp or abrasive elements, edges shall be rounded.Stair nosings shall be rounded to a radius of not more than 1/2". Risers shall be permitted to slope under the tread at an angle of 30 degrees max. from vertical. Maximum nosing projection shall be 1 1/2" per ICC A117.1-2009 sec. 504.5.Stairs used as an accessible means of egress shall provide the leading 2" of the tread with a visual contrast of light-on-dark or dark-on-light from the remainder of the tread per ICC-2009 section 504.5.1.Provide directional signage for barrier free access at parking areas, building entrances, stairs with emergency refuge areas,and other accessible public areas. The design and installation of these signs shall be per ICC A117.1-2009 Chapter 7. See detail also 5/A008.Raised character and Braille exit signs shall be installed per IBC 1011.4 and per ICC A117.1-2009 Sec. 504.9, 703.3 and 703.4. See also detail 5/A008.Provide instructions for, identification of, and 2-way communication systems per IBC Section 1007.8. A two way communication system shall be provided at the elevator landing on each accessible floor that is one or more stories above or below the level of exit discharge. Ramps shall comply with ICC A117.1-2009 Sec. 405. Ramps shall have a running slope greater than 1:20 and not steeper than 1:12 with a cross slope no steeper than 1:48. Ramps shall have a clear width of 44" between handrails per IBC 1101.2.2 Washington State Amendment. A 60" long landing shall be provided at the top and bottom of each ramp run. Ramp surface shall comply with ICC A117.1-2009 Sec. 302. Ramps shall have edge protection complying with ICC A117.1-2009 Sec. 405.9. Handrails shall extend 12" min. horizontally beyond the top and bottom of ramp runs. Handrail extensions shall return to a wall, guard, or floor, or shall be continuous to the handrail of an adjacent ramp run. In type A and Type B dwelling units, Per ICC A117.1-2009 Sections 1003.11.1 and 1004.11.1, reinforcement shall be provided for the future installation of grab bars complying with Sec. 604.5 at water closets; grab bars complying with Sec. 607.4 at bathtubs; and for grab bars and shower seats complying with Secs. 608.3, 608.2.1.3, 608.2.2.3, and 608.2.3.2 at shower compartments. See details 6/A009and 9/A009for grab bar location requirements. Reinforement for swing up grab bars at water closets shall only be permitted in Type B units when no adjacent wall is avaialable such as when a water closetis located adjacent a tub or shower. See schedules and door notes in sheet section A4 for additional accessibility requirements for doors and door hardware. In type A units, provide removable cabinetry below sinks and worksurfaces. Removable cabinetry must be removable without removal or replacement of the work surface or fixture. The finish floor shall extend under the cabinetry and the walls behind the surrounding cabinetry shall be finished per ICC A117.1-2009 Secs. 1003.11.2.2 exception, 1003.12.3.1 exception and 1003.12.4.1 exception. See detail 7/A009.Accessible outlets and switches at Type A and common area kitches shall be set to comply with the 24" maximum reach range perICC A117.1-2009 Sec. 308.3.2. See details 4/A010and 5/A010.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.BARRIER-FREE NOTES1/4" = 1'-0"6PROTRUDING OBJECTS104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SET9AGENDA ITEM #5. g)
HEIGHTS @ FRONT LOADING W/D UNITS WITH FRONT CONTROLSCLEAR FLOOR SPACE @ FRONT LOADING W/D UNITSFRONT CONTROLS48" MAX30"48"W/DT.O.DOOR36" MAX34"48"CLEAR FLOOR SPACE @ TOP LOADING W/D UNITSHEIGHTS @ TOP LOADING W/D UNITS WITH REAR CONTROLSREAR CONTROLS46" MAXOPERABLE PARTS AT REAR CONTROLSTO OPERABLE PARTS15" MIN.24" MAX.CENTERED ON THE APPLIANCE15"-36"FRONT CONTROLS48" MAXOPERABLE PARTS AT FRONT CONTROLS24" MAX. MEASURED FROM CENTER OF DOOR OPENINGW/D15"-36"24" MAX.9" MIN.6" MAX.8" W.C. ACCESS15" MIN5" MAX27"WHEELCHAIR36" MAX.SPOUT OUTLETDRINKING FOUNTAIN SPOUT LOCATIONFIG. 602.515" MIN.34" MAXREFLECTING SURFACE40" MAX. TO80" MIN.MIRRORSEC. 603.3IBC 1101.2.740" MAXACCESSORIES19" MIN.27" MIN.28" - 34"FIXED TABLE ORCOUNTER48" HIGH TILE WAINSCOTWITHIN 24" OF URINALSAND WATER CLOSETS PERIBC 1210.2.2TILE FLOOR WITH4" MIN. TILE BASEPER IBC 1210.2.1BASE &WAINSCOT11" MIN.ACCESSIBLEIBC 1101.2.740" MAX.4" MIN.48"40"-42"48" MAX15" MIN.LEFT TO RIGHT: TOWEL DISPENSER, SOAP DISPENSER, SHELVES, COAT HOOK, & ELECTRICAL RECEPTACLE18" MIN.1 1/2" MIN.24" MIN.42" MAX.12" MIN.48" MAX24" MIN.36" MAXDISPENSER OUTLET LOCATIONFIG. 604.7a) PROTRUDING DISPENSER BELOWGRAB BARb) PROTRUDING DISPENSER ABOVEGRAB BARSTANDING PERSONS38"-43"5" MAX15" MIN(b) ELEVATION(a) PLAN4" MAX. STANDING PERSONONE FOUNTAIN EACH FOR WHEELCHAIR ACCESS AND STANDING PERSONS. PROVIDE ESCHUTCHEON PANEL AT STANDING PERSON SIDE TO LIMIT PROJECTION TO 4" MAXIMUM.997"-9"99PIPE PROTECTION AT ALL EXPOSED PIPES TYP.956" MIN.60" MIN.59" MIN.60" MIN.SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTFIG. 604.9.2ADULT9" MIN.PARTITION6"6" MIN.WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCESFIG. 604.9.5a) WALL HUNGWATER CLOSETb) FLOOR MOUNTEDWATER CLOSET(a) ELEVATION(b) PLAN4" MAX56" MIN.42" MIN.DOOR SHALL NOTSWING INTO THEREQUIRED MIN.AREA OF THE COMPARTMENTWALL HUNG WC52" MIN.4" MAXFLOOR MTD. W.C.55" MIN.WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT OPENINGSFIG. 604.9.3.118"60" MIN.WALL HUNG W.C.56" MIN.FLOOR MTD. W.C.59" MIN.a) FRONT PARTITION b) SIDE WALL OR PARTITIONc) WHEELCHAIR ACCESSIBLE COMPARTMENTDOOR OPENINGS - ALTERNATE934" MAXSINK34" MAX30" MIN. CLR.WORKSURFACETHE FRONT OF LAVATORIES AND SINKS SHALL BE34" MAX ABOVE THE FLOOR MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACEPER SEC. 1003.12.4.2*REMOVABLE BASE PER SEC. 1003.11.2.2 EXCEPTION & 1003.12.4.1 EXCEPTION.*REMOVABLE BASE PER SEC. 1003.12.3.1 EXCEPTION30" MIN. CLR.*TYPE A UNIT CABINETRY NOTES: CABINETRY SHALL BE PERMITTED UNDER SINKS AND WORK SURFACES IN TYPE A UNITS PROVIDED THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE WORK SURFACE, THE FINISH FLOOR EXTENDS UNDER THE CABINETRY AND THE WALLS BEHIND THE SURROUNDING CABINETRY ARE FINISHED, PER SECS. 1003.11.2.2 EXCEPTION, 1003.12.3.1 EXCEPTION & 1003.12.4.1 EXCEPTION.48" MIN.66" MIN. FORWARD56" MIN. PARALLEL18"TYPE B WATER CLOSET LOCATION AND CLEARANCE ADJACENT WALL -OPTION A & B BATHROOMSSEC. 1003.11.7.1 & 1003.11.7.2TYPE B LAVATORY LOCATION AND CLEARANCE -OPTION A & B BATHROOMSSEC. 1004.11.3.1.148" MIN.30" MIN.48" MIN.60" MIN.18" MIN.TYPE B WATER CLOSET LOCATION AND CLEARANCE ADJACENT TUB -OPTION A BATHROOMSSEC. 1004.11.3.1.215" MIN.A WATER CLOSET AND A LAVATORY SHALL BE PERMITTED IN THE CLEARANCE AT ONE END OF THE BATHTUB PER SEC. 1004.11.3.1.3.2. 15 3/4"30" MIN.48" MIN.TYPE B BATHTUB LOCATION AND CLEARANCE -OPTION B BATHROOMSFIG. 1004.11.3.2.3.128" MIN.SWING UP GRAB BAR 33"-36" AFF PER SEC. 1004.11.1.1**24" MIN.**12" MIN**36" MIN.33" - 36"33"-36"*54" MIN.12" MAX*42" MIN.TYPE B SIDE WALL GRAB BAR ATWATER CLOSETSFIG. 604.4 & 604.5.1TYPE B REAR WALL GRAB BAR ATWATER CLOSETSFIG. 604.5.2*IN TYPE B UNITS, WHEN A SIDE WALL IS NOT AVAILABLE FOR 42" GRAB BAR, THE GRAB BAR SHALL BE PERMITTED TO BE 24" MIN. IN LENGTH, 12" MAX. FROM REAR WALL. PER SEC. 1004.11.1 EX. 4**IN TYPE B UNITS, THE REAR GRAB BAR MAY BE PERMITTED TO BE 24" IN LENGTH CENTERED ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A GRAB BAR 36" MIN. IN LENGTH. PER SEC. 1004.11.1 EX. 3VANITIES OR LAVATORIES ON THE WALL BEHIND THE WATER CLOSET ARE PERMITTED TO OVERLAP THE CLEARANCE PER SEC. 1004.11.3.1.2.1IN OPTION B BATHROOMS, THE FRONT OF THE LAVATORY SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OFTHE FIXTURE RIM OR COUNTER SURFACE PER SEC. 1004.11.3.2.1.3TYPE B BATHTUB GRAB BAR LOCATIONSSEC. 607.4.2GRAB BARSGRAB BARS8"-10"4" MAX.18" MIN.3"-6"33"-36"MAX.12"MIN.24"MAX.24"24" MIN.PLANELEVATIONSHOWER SURROUND MIN. 70" ABOVE THE DRAIN INLET PER IBC 1210.2.312" MIN.24" MIN.33" MIN.9PLAN VIEW FOR SWING UP GRAB BAR BLOCKING9CLR.30" MIN.948" MIN.30" MIN.TYPE B REFRIGERATORSEC. 1004.12.2.5TYPE B DISHWASHERSEC. 1004.12.2.248" MIN.30" MIN.TYPE B RANGESEC. 1004.12.2.330" X 48" CLEAR FLOORSPACE POSITIONED FORPARALLEL OR FORWARDAPPROACHDWREFTYPE B OVENSEC. 1004.12.2.430" X 48" CLEAR FLOORSPACE POSITIONED FORPARALLEL OR FORWARDAPPROACH24" MAXTHE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE PER SEC. 1003.12.6.3ALL OTHER OPERABLE WINDOWSIN TYPE A UNITFIXED FIXEDFIXEDOPERABLE5.7 SFMIN.FIXED FIXEDFIXEDOPERABLE44" MAX24" MIN. NET CLR.48" MAXEMERGENCY ESCAPE AND RESCUEOPENING SHALL HAVE A MIN. NET CLEAROPENING OF 5.7 SF, A MIN. NET CLEARWIDTH OF 20", AND A MIN. NET CLEARHEIGHT OF 24", WITH THE BOTTOMEDGE OF THE CLEAR OPENING NOTGREATER THAN 44" A.F.F. PER IBCSEC. 1029.2NET CLR.20" MIN.WINDOW OPENING CONTROL DEVICES REQUIRED WHEN NET CLEAR OPENING OF SILL IS LESS THAN 36" A.F.F.. WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F 2090 PER IBC SEC. 1013.8.148" MAXOPERABLE PARTS INCLUDING WINDOW CONTROLS AND TRICKLE VENTS SHALL BE LOCATED 15" MIN AND 48" MAX A.F.F. IN TYPE A UNITS PER ICC A117.1-2009 SEC. 1003.13F.F.F.F.A 30" X 48" CLEAR FLOOR SPACE SHALL BE PROVIDED AT OPERABLEPORTION OF TYPE A UNIT WINDOWS PER ICC A117.1-2009 SEC. 1003.13.2EMERGENCY ESCAPE AND RESCUEWINDOWS 24"24"GLAZING IN ALL FIXED ANDOPERABLE DOORS SHALL BE SAFETY GLAZED PER IBC 2406.4.1GLAZING WITHIN A 24" ARC OF A DOOR IN THE CLOSED POSITION SHALL BE SAFETY GLAZED PER IBC 2406.4.2GLAZING IN AND ADJACENT TO DOORS9 SF MIN<18">36"SAFETY GLAZING IS REQUIRED ATFIXED OR OPERABLE INDIVIDUALPANELS THAT ARE GREATER THAN9 SF, WITH THE BOTTOM EDGE LESSTHAN 18" AND THE TOP EDGE GREATER THAN 36" AND A WALKINGSURFACE WITHIN 36" PER IBC 2406.4.3GLAZING IN WINDOWSTYPE A UNIT TRANSFER TYPE SHOWER PLANTRANSFER TYPE SHOWER ELEVATIONCONTROL/HAND SHOWER LOCATION18"4" MAXHORIZONTAL GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND ON THE BACK WALL TO A POINT 18" FROM THE CONTROL WALL PER SEC. 608.3.1.1. A VERTICAL GRAB BAR 18" MIN. IN LENGTH SHALL BE PROVIDED ON THE CONTROL END WALL 3" MIN AND 6" MAX ABOVE THE HORIZONTAL GRAB BAR, AND 4" MAX INWARD FROM THE FRONT EDGE OF THE SHOWER PER SEC. 608.3.1.2.15" MAX38" MIN.48" MAX3"-6"18" MIN.CENTERLINE OF SEATSEC. 608.4.1SEC. 608.2.1CLR. INSIDE36" EXACTCLR. INSIDE36" EXACTSHOWER COMPARTMENT SEAT PER SEC. 610.3.2, INSTALLED 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE BATHROOM FLOOR MEASURE TO THE TOP OF THE SEAT. 36" MIN.48" MIN.L-SHAPED SHOWER COMPARTMENT SEATFIG. 610.3.23" MAX.1 1/2" MAX.2 1/2" MAX.22"-23"15"-16"RECTANGULAR SHOWER COMPARTMENT SEATFIG. 610.3.13" MAX.1 1/2" MAX.2 1/2" MAX.15"-16"14"-15"TYPE B UNIT TRANSFER TYPE SHOWER PLAN18"4" MAXHORIZONTAL GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND ON THE BACK WALL TO A POINT 18" FROM THE CONTROL WALL PER SEC. 608.3.1.1. A VERTICAL GRAB BAR 18" MIN. IN LENGTH SHALL BE PROVIDED ON THE CONTROL END WALL 3" MIN AND 6" MAX ABOVE THE HORIZONTAL GRAB BAR, AND 4" MAX INWARD FROM THE FRONT EDGE OF THE SHOWER PER SEC. 608.3.1.2.SEC. 1004.11.3.1.3.3CLR. INSIDE36" MIN.CLR. INSIDE36" MIN.SHOWER COMPARTMENT SEAT PER SEC. 610.3.2, INSTALLED 17 INCHES MIN. AND 19 INCHES MAX. ABOVE THE BATHROOM FLOOR MEASURE TO THE TOP OF THE SEAT. 30" MIN.48" MIN.60" MIN.56" MIN.18"TYPE A WATER CLOSET LOCATION AND CLEARANCESEC. 1003.11.2.4NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE PER SEC. 1003.11.2.4.415" MIN.30" MIN.48" MIN.TYPE A LAVATORY LOCATION AND CLEARANCESEC. 1003.11.2.230" MIN.LENGTH OF TUBTYPE A BATHTUB LOCATION AND CLEARANCESEC. 1003.11.2.5.1*LAVATORY PER SEC. 1003.11.2.2. A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE COMPLYING WITH SECTIONS 305.3 AND 306 SHALL BE PROVIDED. THE FRONT OF LAVATORY SHALL BE 34" AFF MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURCACE. FAUCETS SHALL COMPLY WITH SEC. 606.4. EXPOSED WATER SUPPLY AND DRAIN PIPES UNDER THE LAVATORIES SHALL BE INSULATED PER SEC. 606.6.**24" MIN.**12" MIN**36" MIN.33" - 36"33"-36"54" MIN.12" MAX42" MIN.TYPE A SIDE WALL GRAB BAR ATWATER CLOSETSFIG. 604.4 & 604.5.1TYPE A REAR WALL GRAB BAR ATWATER CLOSETSFIG. 604.5.2**IN TYPE A UNITS WHERE THE LAVATORY OVERLAPS THE CLEARANCE PER SEC. 1003.11.2.4.4, THE REAR GRAB BAR MAY BE PERMITTED TO BE 24" IN LENGTH CENTERED ON THE WATER CLOSET PER SEC. 1003.11.1 EXCEPTION 4GRAB BARSGRAB BARS8"-10"4" MAX.18" MIN.3"-6"33"-36"MAX.12"MIN.24"MAX.24"MIN.12"MIN.24"(b) PLAN(a) ELEVATIONA HANDSHOWER THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED WITH A HOSE 59" MIN. IN LENGTH PER SEC. 607.6. THE HANDSHOWER, WHERE PROVIDED, 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. SHOWER SURROUND MIN 70" ABOVE THE DRAIN INLET PER IBC 1210.2.317"-19"15"-16"OPTIONAL REMOVABLE IN-TUB SEATOPTIONAL REMOVABLE IN-TUB SEATENDWALLLOCATION OF BATHTUB CONTROLSFIG. 607.5CONTROLS SHALL BE PROVIDED ON AN END WALL, LOCATED BETWEENTHE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB PER SEC. 607.5TYPE A BATHTUB GRAB BAR LOCATIONSSEC. 607.4.260" MIN.66" MIN.18"WATER CLOSET CLEARANCE WITH LAVATORY OVERLAP EXCEPTIONSEC. 1003.11.2.4.4 EXCEPTION 18" MIN.LAVATORY COMPLYING WITH SECTION 1003.11.2.2FLUSH CONTROLS SHALL BE ON THE OPEN SIDE (APPROACH SIDE) OF THE WATER CLOSET PER SEC. 1003.11.2.4.6.99924" MAX.48" MIN.30" MIN.54"COMBINATION REFRIGERATORS/FREEZERS SHALL HAVE AT LEAST 50% OF THE FREEZER COMPARTMENT SHELVES, INCLUDING THE BOTTOM OF THE FREEZER 54" MAX. ABOVE THE FLOOR WHEN THE SHELVES ARE INSTALLED AT THE MAX. HEIGHTS POSSIBLE PER SEC. 1003.12.5.6TYPE A REFRIGERATORSEC. 1003.12.5.6THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE PER SEC. 1003.12.6.3TYPE A DISHWASHERSEC. 1003.12.5.348" MIN.30" MIN.BOTTOM-HINGED DOOROVENS SHALL HAVE ACOUNTERTOP POSITIONEDADJACENT TO ONE SIDE OFTHE DOOR PER SEC. 1003.12.5.5.3THE LOCATION OF CONTROLSSHALL NOT REQUIRE REACHINGACROSS BURNERS PER SEC. 1003.12.5.4.4TYPE A RANGESEC. 1003.12.5.4DWREF30" X 48" CLEAR FLOORSPACE POSITIONED FORPARALLEL OR FORWARDAPPROACHTYPE A OVENSEC. 1003.12.5.530" X 48" CLEAR FLOORSPACE POSITIONED FORPARALLEL OR FORWARDAPPROACH16" - 18"56" MIN.60" MIN.OTHER FIXTURES NOTALLOWED WITHIN THIS AREA24" MIN.12" MIN36" MIN.33" - 36"39" - 41"18" MIN.33"-36"17"-19"39" - 41"54" MIN.12" MAX42" MIN.WATER CLOSET LOCATIONFIG. 604.2SIZE OF CLEARANCE ATWATER CLOSETSFIG. 604.3HEIGHT AND DEPTH OF URINALSFIG. 605.2SIDE WALL GRAB BAR ATWATER CLOSETSFIG. 604.4 & 604.5.1REAR WALL GRAB BAR ATWATER CLOSETSFIG. 604.5.2a) ACCESSIBLE WATER CLOSET15" MIN.30" MIN.48" MIN.LAVATORY LOCATION AND CLEARANCESEC. 606LAVATORY PER SECTION 606. A CLEAR FLOOR SPACE, CENTERED ON THE LAVATORY, POSITIONED FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE COMPLYING WITH SECTIONS 305.3 AND 306 SHALL BE PROVIDED. THE FRONT OF LAVATORY SHALL BE 34" AFF MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH SEC. 606.4. EXPOSED WATER SUPPLY AND DRAIN PIPES UNDER THE LAVATORIES SHALL BE INSULATED PER SEC. 606.6.9" MIN.6" MAX8" MIN.24" MAX27" MIN.34" MAXLAVATORYSEC. 606FORWARD APPROACH30" CLR15"13-1/2" MIN.17" MAXIBC 1101.2.844" MAX.(a) WALL HUNG TYPE(b) STALL TYPEFLUSH CONTROLS SHALL BE ON THE OPEN SIDE (APPROACH SIDE) PER SEC. 604.6.99" MIN.23 1/2"8" MIN.11" MIN.27" MIN.5 1/2"16NOTE:1. DRAWING SHOWS REQUIRED MINIMUM DIMENSIONS FOR KNEE AND TOE CLEARANCES WITHIN CLEAR FLOOR AREAS PER ICC A117.1-2009.2. PANEL IS FULLY DIMENSIONED FOR CONVENIENCE ONLY, PANEL DIMENSIONS MAY VARY AS REQUIRED PROVIDED THE MINIMUM DIMENSIONS ARE MAINTAINED.32 1/2"20"PROVIDE COUNTERTOP SUPPORT PANEL WHEN SUPPORT FOR COUNTERTOP IS WITHIN REQURIED CLEARANCES PER ICC A117.1-2009Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:17:55 PMA009BARRIER FREE DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0091/4" = 1'-0"2WASHER DRYER CLEARANCE1/4" = 1'-0"1COMMON AREA MOUNTING HEIGHTS1/4" = 1'-0"12TOILET COMPARTMENTS AT COMMON AREAS1/4" = 1'-0"7TYPE A SINK ANDWORK SURFACE ELEVATION1/4" = 1'-0"9TYPE B PLUMBING FIXTURECLEARANCE REQUIREMENTS1/4" = 1'-0"8TYPE B APPLIANCE REQUIREMENTS1/4" = 1'-0"4WINDOW REQUIREMENTS1/4" = 1'-0"10SAFETY GLAZING1/4" = 1'-0"3TYPE A & B UNIT SHOWER1/4" = 1'-0"6TYPE A PLUMBING FIXTURECLEARANCE REQUIREMENTS1/4" = 1'-0"5TYPE A APPLIANCE REQURIEMENTS1/4" = 1'-0"11PLUMBING FIXTURES AND TOILETCOMPARTMENTS AT COMMON AREAS3/4" = 1'-0"13COUNTERTOP SUPPORT PANEL104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
18"30" X 48" CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH CENTERED ON LAVATORYBATHTUB PER SEC. 1003.11.2.5.1. 60" MIN. CLR. TURNING CIRCLENO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE PER SEC. 1003.11.2.4.4.*LAVATORY PER SEC. 1003.11.5. A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE COMPLYING WITH SECTIONS 305.3 AND 306 SHALL BE PROVIDED. THE FRONT OF LAVATORY SHALL BE 34" AFF MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURCACE. FAUCETS SHALL COMPLY WITH SEC. 606.4. EXPOSED WATER SUPPLY AND DRAIN PIPES UNDER THE LAVATORIES SHALL BE INSULATED PER SEC. 606.6.CJBBFD56" MIN.30" MIN.CLEAR60" MIN.24" MIN.DOOR APPROACH CLEARANCE, LATCH APPROACH PULL SIDE SHOWN48" MIN.32" MIN.30" MIN.48" MIN.NOTES:1. WATER CLOSETS MUST BE LOCATED ADJACENT A WALL IN TYPE A BATHROOMS.2. TYPICAL TYPE A UNIT BATHROOM ARRANGEMENT IS SHOWN FOR CLARITY. THE SHOWN BATHROOM ARRANGMENT MEETS THE REQUIREMENTS OF ICC A117.1-2009 SEC. 1003.11. ALL OTHER TYPE A BATHROOM ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.3. COUNTERTOPS SHALL BE 34" MAX. AFF TYPICAL IN BATHROOMS. THE FRONT OF THE LAVATORY SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE.4. OPERABLE PARTS SHALL BE WITHIN REACH RANGES. PER SEC. 309.5. ALL FIXTURES IN ALL UNIT BATHROOMS MUST MEET MINIMUM GRAB BAR REINFORCING REQUIREMENTS. PROVIDE REINFORCING FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER SEC. 1003.11.1. GRAB BARS ARE NOT REQUIRED, ONLY REINFORCING FOR GRAB BARS IS REQUIRED.6. *CABINETRY SHALL BE PERMITTED UNDER SINKS AND WORK SURFACES IN TYPE A UNITS PROVIDED THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE WORK SURFACE, THE FINISH FLOOR EXTENDS UNDER THE CABINETRY AND THE WALLS BEHIND THE SURROUNDING CABINETRY ARE FINISHED, PER SECS. 1003.11.2.2 EXCEPTION, 1003.12.3.1 EXCEPTION, & 1003.12.4.1 EXCEPTION.OUTLET36" MAX. TO9TYPICAL TYPE A U-SHAPED KITCHEND W30"x48" CLR. FLOOR AREA (TYP.)24" MAX.30"x48" CLR. FLOOR AREA(TYP.)REF.D W*KITCHEN SINK PER 1003.12.4. SINK SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH. EXPOSED WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED TO PROTECT AGAINST CONTACT PER 1003.12.4.4. FAUCETS SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SEC. 308. FAUCETS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST PER SEC. 309.4. THE FRONT OF THE SINK SHALL BE 34" MAX. ABOVE THE FLOOR MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE PER SEC. 1003.12.4.2. SEE CABINETRY NOTES.DISHWASHER SHALL HAVE A CLEAR FLOOR SPACE PROVIDED ADJACENT TO THE DOOR PER 1003.12.5.3THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS PER 1003.12.5.4.4.BOTTOM-HINGED DOOR OVENS SHALL HAVE ADJACENT COUNTERTOP TO ONE SIDE OF DOOR PER 1003.12.5.5.3.REFRIGERATOR/FREEZER SHALL HAVE AT LEAST 50% OF SHELVES (INCLUDING BOTTOM OF FREEZER) 54" MAX A.F.F. A CLEAR FLOOR SPACE POSITIONED FOR PARALLEL APPROACH SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24" MAX FROM CENTER OF APPLIANCE PER SEC. 1003.12.5.6.*PROVIDE 30" MIN. WIDE WORK SURFACE PER SEC. 1003.12.3. WORKSURFACE SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH PER SEC. 1003.12.3.1. THE WORKSURFACE SHALL BE 34" MAX. ABOVE THE FLOOR PER SEC. 1003.12.3.2. SEE CABINETRY NOTES. *TYPE A UNIT CABINETRY NOTES: CABINETRY SHALL BE PERMITTED UNDER SINKS AND WORK SURFACES IN TYPE A UNITS PROVIDED THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE WORK SURFACE, THE FINISH FLOOR EXTENDS UNDER THE CABINETRY AND THE WALLS BEHIND THE SURROUNDING CABINETRY ARE FINISHED, PER SECS. 1003.12.3.1 EXCEPTION, 1003.12.4.1 EXCEPTION, & 1003.11.2.2 EXCEPTION.RANGE HOOD CONTROL SWITCH LOCATED WITHIN THE REACH RANGES OF SEC. 308REF.24" MAX24" MAX.CLR.15" MIN.CLR.40" MIN.WORKSURFACEWORKSURFACERANGE HOOD CONTROL SWITCH LOCATED WITHIN THE REACH RANGES OF SEC. 308*PROVIDE 30" MIN. WIDE WORK SURFACE PER SEC. 1003.12.3. WORKSURFACE SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH PER SEC. 1003.12.3.1. THE WORKSURFACE SHALL BE 34" MAX. ABOVE THE FLOOR PER SEC. 1003.12.3.2. SEE CABINETRY NOTES. TYPICAL TYPE A PASS-THROUGH KITCHENNOTES:1. TYPICAL TYPE A KITCHEN ARRANGEMENTS ARE SHOWN FOR CLARITY. THE SHOWN KITCHEN ARRANGMENTS MEET THE REQUIREMENTS OF ICC A117.1-2009 SEC. 1003.12. ALL OTHER TYPE A KITCHEN ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.2. COUNTERTOPS SHALL BE 34" MAX. AFF TYPICAL THROUGHOUT EXCEPT AT RAISED BAR COUNTERTOPS. AT SINKS, THE FRONT OF THE SINK SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. 3. OPERABLE PARTS ABOVE COUNTERTOPS SHALL BE WITHIN REACH RANGES. PROVIDE FURRING AT BACKSPLASH PER DETAIL 4/A010TO MEET REACH RANGES USING STANDARD 24" DEPTH BASE CABINETS.4. MOUNT ALL OUTLETS AND SWITCHES OVER COUNTERTOPS 44" MAX. AFF. TO TOP OF BOX.BAR COUNTERTOP 34" AFF4" MAX. PROTRUSION OF COUNTERTOP, PROVIDE END WALL4" MAX.36" MIN.12"<12"OUTLETS NOT REQUIRED AT WALL LENGTHS ABOVE COUNTERTOPS LESS THAN 12" IN WIDTH PER NEC 210.52(C)(1)915" MIN.*18" MIN.24" MIN. CLR33" MIN. CLEARA CLEARANCE 60" MIN. LENGTH AND 48" MIN. WIDTH SHALL BE PROVIDED IN FRONT OF BATHTUBS WITH A FORWARD APPROACH. A WATER CLOSET AND A LAVATORY SHALL BE PERMITTED IN THE CLEARANCE AT THE CONTROL END OF THE BATHTUB PER SEC. 1004.11.3.1.3.2. 48" MIN.NOTES:1. *WHEN A WATERCLOSET IS ADJACENT A WALL, THE CENTERLINE OF TOILET MUST BE LOCATED 16"-18" CLEAR TO THE WALL PER SEC. 1004.11.3.1.2.1.2. IN EACH TYPE B UNIT, EITHER ALL BATHROOMS MUST MEET OPTION A REQUIREMENTS OR ONE BATHROOM MUST MEET OPTION B REQUIREMENTS- THE OTHER BATHROOM IS EXEMPT FROM ONLY THE CLEAR FLOOR SPACE AND MANUVERING CLEARANCES. ALL BATHROOMS ARE ASSUMED TO MEET THE REQUIREMENTS OF OPTION A UNLESS NOTED OTHERWISE ON THE UNIT PLANS. 3. TYPICAL TYPE B - OPTION A BATHROOM ARRANGEMENT IS SHOWN FOR CLARITY. THE SHOWN BATHROOM ARRANGMENT MEETS THE REQUIREMENTS OF ICC A117.1-2009 SEC. 1004.11. ALL OTHER TYPE B -OPTION A BATHROOM ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.4. COUNTERTOPS SHALL BE 36" MAX. AFF TYPICAL IN BATHROOMS. THE FRONT OF THE LAVATORY SHALL BE 36" MAX. AFF, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE.5. OPERABLE PARTS SHALL BE WITHIN REACH RANGES. PER SEC. 309, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTERTOPS 36" MAX IN HEIGHT AND 25 1/2" MAX IN DEPTH PER SEC 1004.9 EXCEPTION 10.6. ALL FIXTURES IN ALL UNIT BATHROOMS MUST MEET MINIMUM GRAB BAR REINFORCING REQUIREMENTS. PROVIDE REINFORCING FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER SEC. 1004.11.1 & 1004.11.1.1. GRAB BARS ARE NOT REQUIRED, ONLY REINFORCING FOR GRAB BARS IS REQUIRED.A CLEAR FLOOR SPACE COMPLYING WITH SEC. 305.3, POSITIONED FOR A PARALLEL APPROACH, SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE LAVATORY PER. SEC. 1004.11.3.1.1DJC30" MIN. CLRF15 3/4"B30"48"DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE FOR ANY FIXTURE EXCEPT WHERE A CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING PER SEC. 1004.11.2.1 EXCEPTION. 31 3/4" MIN.18"15" MIN24" MIN. CLRA CLEAR FLOOR SPACE COMPLYING WITH SEC. 305.4, POSITIONED FOR A PARALLEL APPROACH, CENTERED ON THE SINK, SHALL BE PROVIDED PER SEC. 1004.11.3.1.1.A CLEARANCE 48" MIN. LENGTH MEASURED PERPENDICULAR FROM THE CONTROL END OF THE BATHTUB, AND 30" MIN. WIDTH SHALL BE PROVIDED IN FRONT OF BATHTUBS PER SEC. 1004.11.3.2.3.1.CJFBBREAR GRAB BAR PERMITTED TO BE 24" IN LENGTH WHERE WALL SPACE DOES NOT PERMIT A GRAB BAR 36" MIN. IN LENGTH PER SEC. 1004.11.1 EXCEPTION 3.D31 3/4" MIN.NOTES:1. IN EACH TYPE B UNIT, EITHER ALL BATHROOMS MUST MEET OPTION A REQUIREMENTS OR ONE BATHROOM MUST MEET OPTION B REQUIREMENTS- THE OTHER BATHROOM IS EXEMPT FROM ONLY THE CLEAR FLOOR SPACE AND MANUVERING CLEARANCES. ALL BATHROOMS ARE ASSUMED TO MEET THE REQUIREMENTS OF OPTION A UNLESS NOTED OTHERWISE ON THE UNIT PLANS. 2. TYPICAL TYPE B - OPTION B BATHROOM ARRANGEMENT IS SHOWN FOR CLARITY. THE SHOWN BATHROOM ARRANGMENT MEETS THE REQUIREMENTS OF ICC A117.1-2009 SEC. 1004.11. ALL OTHER TYPE B - OPTION B BATHROOM ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.3. THE FRONT OF THE LAVATORY SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE PER SEC. 1004.11.3.2.1.1.4. OPERABLE PARTS SHALL BE WITHIN REACH RANGES. PER SEC. 309, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTERTOPS 36" MAX IN HEIGHT AND 25 1/2" MAX IN DEPTH PER SEC 1004.9 EXCEPTION 10.5. ALL FIXTURES IN ALL UNIT BATHROOMS MUST MEET MINIMUM GRAB BAR REINFORCING REQUIREMENTS. PROVIDE REINFORCING FOR FUTURE INSTALLATION OF GRAB BARS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER SEC. 1004.11.1. GRAB BARS ARE NOT REQUIRED, ONLY REINFORCING FOR GRAB BARS IS REQUIRED.FOR A FORWARD APPROACH TO A WATER CLOSET IN A TYPE B BATHROOM PER SEC. 1004.11.3.1.2.2.3, A CLEARANCE 66" MIN. MEASURED PERPENDICULAR FROM THE REAR WALL AND 48" MEASURED FROM THE SIDE OF THE CLEARANCE THAT IS 16" MIN. AND 18" MAX. FROM THE WATERCLOSET CENTERLINE. VANITIES OR LAVATORIES ON THE WALL BHIND THE WATER CLOSET ARE PERMITTED TO OVERLAP THE CLEARANCE. 60" MIN.48" MIN.30" MIN.48" MIN.30" MIN.48" MIN.33" MIN.LAVATORY 34" MAX. AFF9KITCHEN SINK SHALL HAVE A CLEAR FLOOR SPACE CENTERED ON SINK PER 1004.12.2.1D WREF.30"x48" CLR. FLOOR AREA(TYP.)DISHWASHER SHALL HAVE A CLEAR FLOOR SPACE PROVIDED FOR A PARALLEL OR FORWARD APPROACH PER 1004.12.22COOKTOP SHALL BE PROVIDED WITH A CLEAR FLOOR SPACE POSITIONED FOR PARALLEL OR FORWARD APPROACH, THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL ALIGN WITH THE CENTERLINE OF THE COOKTOP PER SEC. 1004.12.2.3.2. OVEN SHALL BE PROVIDED WITH A CLEAR FLOOR SPACE POSITIONED FOR PARALLEL OR FORWARD APPROACH PER SEC. 1004.12.2.4A CLEAR FLOOR SPACE SHALL BE POSITIONED FOR A PARALLEL OR FORWARD APPROACH TO THE REFRIGERATOR/FREEZER, THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE OFFSET 24" MAX. FROM THE CENTERLINE OF THE APLLIANCE PER SEC. 1004.12.2.530"x48" CLR. FLOOR AREA(TYP.)REF.D WCLR.24" MIN.CLR.40" MIN.CLR.40" MIN.NOTES:1. TYPICAL TYPE B KITCHEN ARRANGEMENTS ARE SHOWN FOR CLARITY. THE SHOWN KITCHEN ARRANGMENTS MEET THE REQUIREMENTS OF ICC A117.1-2009 SEC. 1004.12. ALL OTHER TYPE B KITCHEN ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.2. COUNTERTOPS SHALL BE 36" MAX. AFF TYPICAL THROUGHOUT EXCEPT AT RAISED BAR COUNTERTOPS. 3. OPERABLE PARTS SHALL BE WITHIN REACH RANGES. PER SEC. 309. WIHTIN KITCHENS AND BATRHOOMS, LIGHTING CONTROLAS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTERTOPS 36" MAC. IN HEIGHT AND 25 1/2" MAX. IN DEPTH. 4. MOUNT ALL OUTLETS AND SWITCHES OVER COUNTERTOPS 44" MAX. AFF. TO TOP OF BOX.TYPICAL TYPE B U-SHAPED KITCHENTYPICAL TYPE B PASS-THROUGH KITCHEN25 1/2"" MAX. TO OPERABLE PARTS ATCLR.24" MIN.CLR.24" MIN.3"24"24"<12"24"MAX.24"GARBAGE DISPOSAL SWITCH AND ACCESSIBLE OUTLET SHALL COMPLY WITH ICC/ANSI A117.1-2003 SECTIONS 309.2 (CLEAR FLOOR SPACE) AND 309.3 (REACH RANGE) AND SHALL BE MOUNTED FLUSH ON THE FACE OF THE CABINET NOT MORE THAN 12" BELOW THE COUNTERTOP PER NEC 210.52(C)(5) EXCEPTION; ITEM (1)<12"ONE RECEPTACLE OUTLET IS NOT REQUIRED TO COMPLY WITH SECS. 309.2 (CLEAR FLOOR SPACE) AND 309.3 (REACH RANGE) WHERE THE RECEPTACLE IS ABOVE A LENGTH OF COUNTERTOP THAT IS UNINTERRUPTED BY A SINK OR APPLIANCE; AND AT LEAST ONE RECEPTACLE OUTLET COMPLYING WITH SECTION 1004.9 IS PROVIDED FOR THAT LENGTH OF COUNTERTOP; AND ALL OTHER RECEPTACLE OUTLETS PROVIDED FOR THAT LENGTH OF COUNTERTOP COMPLY WITH SECTION 1004.9OUTLETS NOT REQUIRED AT WALL LENGTHS ABOVE COUNTERTOPS LESS THAN 12" IN WIDTH PER NEC 210.52(C)(1)RAISED BAR COUNTERTOP 42" AFFMAX. REACH TO OUTLET AND DISPOSAL SWITCH SHALL BE 25 1/2" PER SEC. 1004.9 EXCEPTION 10.25 1/2" MAX.9REF.D WA CLEAR FLOOR SPACE, POSITIONED ADJACENT TO THE DISHWASHER DOOR SHALL BE PROVIDED PER SEC. 804.5.3.CLEAR FLOOR SPACE AT COOKTOP PER SEC. 804.5.4.3.RANGE HOOD CONTROL SWITCH LOCATED WITHIN THE REACH RANGES OF SEC. 308.30"x48" CLR. FLOOR AREA(TYP.)24" MAX4" MAX. PROTRUSION OF COUNTERTOP, PROVIDE END WALLNOTES:1. COUNTERTOPS SHALL BE 34" MAX. AFF TYPICAL THROUGHOUT EXCEPT AT RAISED BAR COUNTERTOPS. AT SINKS, THE FRONT OF THE SINK SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. 2. OPERABLE PARTS ABOVE COUNTERTOPS SHALL BE WITHIN REACH RANGES. PROVIDE FURRING AT BACKSPLASH PER DETAILS 4/A010AND 5/A010TO MEET REACH RANGES USING STANDARD 24" DEPTH BASE CABINETS.3. PER IBC SEC. 1108.2.9.1, AT LEAST 5%, BUT NOT LESS THAN ONE, OF THE DINING SURFACES FOR THE SEATING AND STANDING SPACES SHALL BE ACCESSIBLE. ACCESSIBLE SEATING AT TABLES SHALL BE PROVIDED, THE TABLES SHALL PROVIDE A CLEAR FLOOR SPACE WITH KNEE AND TOE CLEARANCE POSITIONED FOR FORWARD APPROACH PER ICC A117.1-2009 SEC. 902. TOPS OF TABLES TO BE 28"-34" AFF.WORKSURFACEOPERABLE PARTS24" MAX. TOBOTTOM-HINGED DOOR OVENS SHALL HAVE A WORKSURFACE COMPLYING WITH SECTION 804.3 POSITIONED TO ONE SIDE OF THE DOOR PER SEC. 804.5.5.3.KITCHEN SINK PER SEC. 606. SINK SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH PER SEC. 606.2. EXPOSED WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED TO PROTECT AGAINST CONTACT PER SEC. 606.6. FAUCETS SHALL COMPLY WITH SEC. 606.4. FAUCETS SHALL BE WITHIN THE REACH RANGES SPECIFIED IN SEC. 308. FAUCETS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST PER SEC. 309.4. THE FRONT OF THE SINK SHALL BE 34" MAX. ABOVE THE FLOOR MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE PER SEC. 606.3.THE LOCATION OF CONTROLS SHALL NOT REQUIRE REACHING ACROSS BURNERS PER SEC. 804.5.4.4.COMBINATION REFRIGERATOR/FREEZER SHALL HAVE AT LEAST 50% OF THE FREEZER COMPARTMENT SHELVES (INCLUDING THE BOTTOM OF THE FREEZER) 54" MAX A.F.F. WHEN THE SHELVES ARE INSTALLED AT THE MAXIMUM HEIGHTS POSSIBLE IN THE COMPARTMENT. A CLEAR FLOOR SPACE POSITIONED FOR PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER, SHALL BE PROVIDED. THE CENTERLINE OF THE CLEAR FLOOR SPACE SHALL BE CENTERED ON THE APPLIANCE. CLR.40" MIN.OPERABLE PARTS24" MAX. TOCLR.40" MIN.PROVIDE 30" MIN. WIDE WORK SURFACE COMPLYING WITH SECTION 902. WORKSURFACE SHALL HAVE A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH INCLUDING KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 PER SEC. 902.2. THE WORKSURFACE SHALL BE 34" MAX. IN HEIGHT ABOVE THE FLOOR PER SEC. 902.4.6' - 0" PER PLANS4" MAX.FULL HEIGHT CABINETALL OUTLETS AND SWITCHES TO BE MOUNTED 44" MAX. AFF. 99CLR.15" MIN.18"A 60" TURNING SPACE COMPLYING WITH SECTION 304 SHALL BE PROVIDED WITHIN THE ROOM PER SEC. 603.2.1.A CLEARANCE AROUND THE WATER CLOSET 60" MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL SHALL BE PROVIDED PER SEC. 604.3.1 & 604.3.2. ASSOCIATED GRAB BARS, PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, AND CLEAR FLOOR SPACE AT OTHER FIXTURES OR OBSTRUCTIONS ARE PERMITTED WITHIN THE REQUIRED WATER CLOSET CLEARANCES, NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE WITHIN THE REQUIERD WATER CLOSET CLEARANCE PER SEC. 604.3.3.GRAB BARS SHALL BE PROVIDED ON THE REAR WALL AND ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND SHALL COMPLY WITH SEC. 609.LAVATORY PER SECTION 606. A CLEAR FLOOR SPACE POSITIONED FOR FORWARD APPROACH WITH KNEE AND TOE CLEARANCE COMPLYING WITH SECTIONS 305.3 AND 306 SHALL BE PROVIDED. THE FRONT OF LAVATORY SHALL BE 34" AFF MEASURED TO THE HIGHER OF THE RIM OR COUNTER SURFACE. FAUCETS SHALL COMPLY WITH SEC. 606.4. EXPOSED WATER SUPPLY AND DRAIN PIPES UNDER THE LAVATORIES SHALL BE INSULATED PER SEC. 606.6.DHE32" MIN. CLRFBBAG4" MAX.NOTES:1. PROVIDE GRAB BARS PER SEC. 604.5. PROVIDE REINFORCING IN WALL FOR ADEQUATE CONNECTION OF GRAB BARS.2. TYPICAL COMMON AREA BATHROOM ARRANGEMENT IS SHOWN FOR CLARITY. THE SHOWN BATHROOM ARRANGMENT MEETS THE REQUIREMENTS OF ICC A117.1-2009 SEC. 603. ALL OTHER COMMON AREA BATHROOM ARRANGEMENTS MUST ALSO MEET THESE REQUIREMENTS.3. THE FRONT OF THE LAVATORY SHALL BE 34" MAX. AFF, MEASURED TO THE HIGHER OF THE FIXTURE RIM OR COUNTER SURFACE.4. OPERABLE PARTS SHALL BE WITHIN REACH RANGES. PER SEC. 309.5. PROVIDE TILE FLOOR, CONTINUE TILE 48" UP WALL THROUGHOUT PER IBC 1210.2.2.60" MIN.56" MIN.48" MIN.30" MIN.6" MAX.6" MAX. PER IBC SE. 1101.2.7 WASHINGTON STATE AMENDMENTS.9TOILET ACCESSORIESNOTES:1. PROVIDE WOOD BLOCKING IN THE PARTITION WALLS AS REQ'D TO MOUNT THE ACCESSORIES SHOWN. INSTALL ACOUSTIC BATT INSUL. BEHIND ALL RECESSED OR SEMI-RECESSED ACCESSORIES.2. PROVIDE SURFACE MOUNT ACCESSORIES AT FIRE-RATED WALL ASSEMBLIES. SURFACE MOUNTED ACCESSORIES SHALL MEET THE REQUIREMENTS FOR PROTRUDING OBJECTS. REF DETAIL 6/A008.MARKITEMATOILET PAPER DISPENSERRECESSED, DOUBLE ROLLBGRAB BAR - 1 1/2" DIA., S/S, PREENED GRIP, SNAP FLANGECTOWEL BARDMIRROR - S/S ANGLE FRAME. INSTALL 40" MAX A.F.F.ECOAT HOOKFPAPER TOWEL DISP/RECEP. RECESSEDGSOAP DISPENSERHEXHAUST FANJTOILET PAPER HOLDER24"FURRING BETWEEN COUNTERTOP AND UPPER CABINETS, AS REQ'D TO REDUCE DEPTH OF COUNTERTOP TO 24" MAX, REQUIRED FOR REACH RANGE TO OPERABLE PARTS PER SEC. 1003.9. DO NOT EXTEND FURRING BEHIND APPLIANCES.24" MAX34" MAX. TYP.F.F.24"34" MAX. TYP.4" MAX27" MAXEND WALL OR COUNTERTOP SUPPORT. BASE OF SUPPORT TO BE 27" MAX ABOVE FINISHED FLOOR PER SEC. 307.2 (LIMITS OF PROTRUDING OBJECTS)FURRING BETWEEN COUNTERTOP AND UPPER CABINETS, AS REQ'D TO REDUCE DEPTH OF COUNTERTOP TO 24" MAX, REQUIRED FOR REACH RANGE TO OPERABLE PARTS PER SEC. 1003.9. DO NOT EXTEND FURRING BEHIND APPLIANCES.39" TYP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/2" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:17:58 PMA010BARRIER FREE DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A0101/2" = 1'-0"7TYP. CLEARANCE REQUIREMENTS ATTYPE A UNIT BATHROOM1/2" = 1'-0"1TYPICAL TYPE A KITCHEN REQUIREMENTS1/2" = 1'-0"8TYP. CLEARANCE REQUIREMENTS ATTYPE B UNIT BATHROOM - OPTION A1/2" = 1'-0"9TYP. CLEARANCE REQUIREMENTS ATTYPE B UNIT BATHROOM - OPTION B1/2" = 1'-0"2TYPICAL TYPE B KITCHEN REQUIREMENTS1/2" = 1'-0"3COMMON AREA KITCHEN REQUIREMENTS1/2" = 1'-0"6TYP. CLEARANCE REQUIREMENTS ATCOMMON AREA BATHROOM1/2" = 1'-0"4TYPE A AND COMMONAREA KITCHEN CABINETS1/2" = 1'-0"5BAR SEATING AT TYPE A ANDCOMMON AREA KITCHENS104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
337' - 0" 3 3 8 ' - 0 " 339' - 0"
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347' - 0" 348' - 0" PROPOSED CURB BY OTHERSPROPOSED MIXED-USE BUILDINGPROPOSED CURB BY OTHERSPROPOSED CURB BY OTHERSPROPOSED CURBEXISTING SIDEWALKKCLS BUILDING UNDER SEPARATE PERMITPROPOSED STREET TREES BY OTHERSFF EL. 343.00'FF EL. 343.00'FF EL. 343.00'1.1A4"236' - 3 1/8"358' - 5"TO GRID LINE 1236' - 3 1/8"TO GRID LINE 1.184' - 9 7/8"12 1/8"FF EL. 336.67'FF EL. 337.50'SUNSET BLVD NESUNSET LN NEHARRINGTON AVE NEPROPOSED STREET TREES BY OTHERSCANOPY ABOVEEXISTING CURB TO BE REPLACED ALONG SUNSET BOULEVARDEXISTING CURBEXISTING CURBEXISTING TRAFFIC LIGHTEXISTING TRAFFIC LIGHTPEDESTRIAN LIGHTING BY OTHERS TYP.STREET LIGHTING BY OTHERSALL RIGHT OF WAY IMPROVEMENTS BY OTHERSALL RIGHT OF WAY IMPROVEMENTS BY OTHERSL=97.02'82.33'125.01'85.15'R=361.38'N65˚14'54"W27.36'104.06'A1012CONCRETE BENCH8' - 0"12' - 0"TRASH ROOMPROPOSED SIDEWALK PER CIVIL23˚21'49"R=237.92'S35˚42'58"WN54˚17'02"WS35˚42'58"W22˚27'40"L=141.67'N24˚27'19"WFIRE HYDRANTEXISTING FIRE HYDRANT TO BE REMOVED BY OTHERSLANDSCAPE PLANTERCANOPY ABOVEPROPOSED FIRE HYDRANT BY OTHERSEXISTING FIRE HYDRANT TO BE REMOVED BY OTHERSFF EL. 337.50'FF EL. 338.02'FF EL. 336.67'FF EL. 339.00'FF EL. 343.50'FF EL. 344.00'16HH161.114 7/8"12"EL. 341.00'EL. 341.50'DETENTION VAULT BELOW PER CIVILDETENTION VAULT ACCESS LID PER CIVILDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSAAJJVAULT VENTS PER CIVIL TYP.WALL SCONCE TYP.4"12"0' - 9 1/8"FF EL. 337.75'EL. 338.60'EL. 338.10'24"x24"x24" PLANTER BOXES TYP. MODEL P16-S242424"x24"x24" PLANTER BOXES TYP. MODEL P16-S2424HBHBRAISED CROSSWALKWASTE/RECYCLE CONTAINER PICKUP AND STAGING AREAPROPOSED LANDSCAPE AREA PER CIVIL1516MMJJ14HH24"x24"x36" PLANTER BOXES TYP. MODEL P16-S2436FUTURE LIGHTED PYLONSMETAL GUARDRAIL TYP.FIRE HYDRANTCONCRETE BENCHES MODEL SB72OUTDOOR SEATING AREALANDSCAPE AREASEE LANDSCAPE PLANSCANOPY ABOVECANOPY ABOVELANDSCAPE AREA BY OTHERSEXISTING TRAFFIC SIGNAL POLEFUTURE STRING LIGHTS OVERHEAD8' - 0"6' - 0"12' - 0 5/8"PROPERTY LINEO.G. TRAVIRA 32" SQUARE BISTRO TABLE WITH O.G. TRAVIRA STACKING ARMCHAIR1" = 20'-0"1SITE PLANScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/10/2017 CIVIL COMMENT RESPONSE #26/2/2020 2:18:08 PMA101SITE PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104NB2715 SUNSET LANE NERENTON, WA 98056A1010'10'40'20'80'1" = 10'-0"2ENLARGED ENTRY PLAN104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL703/8/2017TBCIVIL COMMENT RESPONSE805/10/2017TBCIVIL COMMENT RESPONSE #2AGENDA ITEM #5. g)
3 8 ' - 0 " 339' - 0"
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" EL. 344.29'EL. 337.40'EL. 336.00'EL. 336.00'EL. 336.33'EL. 339.00'EL. 337.50'EL. 337.50'EL. 337.50'EL. 339.15'EL. 339.00'EL. 336.50'EL. 336.50'EL. 336.50'A --(339.15+338.40)/2 * 41.46'= 14,045.61B --(338.40+338.40)/2 * 4.80'= 1,624.32C --(338.40+337.50)/2 * 101.29'= 34,230.96D --(337.50+337.50)/2 * 2.34'= 789.75E --(337.50+337.50)/2 * 13.90'= 4,691.25F --(337.50+337.50)/2 * 2.34'= 789.75G --(337.50+337.50)/2 * 15.05'= 5,079.38H --(337.50+336.00)/2 * 105.99'= 35,692.13J --(336.00+336.33)/2 * 11.26'= 3,785.22K --(336.33+336.00)/2 * 7.76'= 2,608.64L --(336.00+339.00)/2 * 48.11'= 16,237.13M --(339.00+339.00)/2 * 3.98'= 1,349.22N --(339.00+339.15)/2 * 11.28'= 3,824.77P --(339.15+341.00)/2 * 46.01'= 15,646.85Q --(341.00+341.67)/2 * 3.55'= 1,211.74R --(341.67+341.67)/2 * 7.33'= 2,504.44S --(341.67+343.00)/2 * 11.35'= 3,885.50T --(343.00+343.00)/2 * 26.31'= 9,024.33U --(343.00+341.72)/2 * 19.25'= 6,590.43V --(341.72+344.29)/2 * 82.39'= 28,260.18W --(344.29+347.95)/2 * 126.40'= 43,749.57X --(347.95+344.70)/2 * 91.73'= 31,768.39Y --(344.70+344.75)/2 * 10.02'= 3,454.15Z --(344.75+342.60)/2 * 28.11'= 9,660.70AA --(342.60+339.15)/2 * 116.38'= 39,671.03 320,175.44/938.39' = 341.20' GRADE PLANE EL.EL. 347.95'EL. 339.24'EL. 344.70'EL. 344.75'EL. 344.70'EL. 344.73'EL. 342.60'EL. 342.60'EL. 341.72'EL. 343.00'EL. 343.00'EL. 341.67'EL. 341.67'EL. 341.00'EL. 339.15'EL. 337.50'EL. 337.50'EL. 338.40'EL. 338.40'F2.34'H105.99'K7.76'E13.90'G15.05'N11.28'L48.11'J11.26'R7.33'T26.31'V82.39'W126.40'X91.73'Z28.11'C101.29'A41.46'AA116.38'Y10.02'Q6.55'S11.35'U19.25'P46.01'M3.98'B4.80'D2.34'Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1" = 20'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:18:10 PMA102GRADE PLANE PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A1020'10'40'20'80'1" = 20'-0"1GRADE PLANE PLAN104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.11252 SFELEV. LOBBYP202GARAGE EXHAUST ABOVE (P3)73 SFELEV. BRAMP UP 5%PARKING23 STALLSEL. 317.25'1A6011A6012A6012A6012A6022A6021A7013A70288CEGH15151613131212CCEEFFFMMGGDDJJ1111141499442 SFSTORAGEP203EL. 318.25'EL. 317.25'HH73' - 3"8' - 0"19' - 1"11' - 8"17' - 10"3' - 10"12' - 10"67' - 8 3/4"9' - 2 3/4"11' - 6"20' - 11 1/4"9' - 1"16' - 11 3/4"7' - 6"15' - 2 1/2"15' - 1"2' - 9"26' - 9"31' - 4"2' - 1 7/8"5' - 0"9.5°9.1°2' - 11 1/4"4' - 10 7/8"3' - 8"20' - 11 1/4"9' - 1"1 1/2"5.3°5 5/8"2' - 8 3/8"12.1°9' - 0"5' - 7 7/8"14.9°D102' - 8 3/4"6.0°18' - 0"24' - 0"A9011A90212 4 ' - 0 "358' -5 1/8"SEE SITE PLAN FOR LOCATION OF CENTER OF RADIID.108EC1EC1EC11' - 11"22' - 8 1/2"17' - 0 3/4"162 SFSTAIR 0193 SFELEV. AS1S1S1S1S1S1S1S1S1S1S2S2S2S2C1C1S2S2C3C3C1C1C31.11.1P201FOOTING PER STRUCTURAL9' - 6"21' - 1"IC17' - 11 1/4"10' - 7 5/8"FD8' - 0" TYP.8' - 0" TYP.LEAVE-OUT FOR CRANE DURING CONSTRUCTIONCRANE FOOTING PER STRUCTURALBOLLARDSWHEELSTOPWHEELSTOPSEB1EXITEXITADA93'4" x 5'9" LOCKERS TYP. PROVIDE INDIVIDUAL SPRINKLER HEADS IN EACH LOCKER13' - 4 1/2"13' - 7"8' - 0"8' - 0"9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:12 PMA200PARKING LEVEL 3 PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 NB2715 SUNSET LANE NERENTON, WA 98056A2001/8" = 1'-0"1PARKING LEVEL 3BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.S1 - STANDARD STALL (8'4" X 18')S2 - STANDARD STALL (8'4" X 16')C1 - COMPACT STALL (7'6" X 18')C2 - COMPACT STALL (7'6" X 16')C3 - COMPACT STALL (7'6" X 15')PARKING STALL LEGEND104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.A5025A5024111A6.1GARAGE EXHAUST ABOVE/BELOW (P3)GARAGE EXHAUST ABOVE (P1/P2)EL. 326.50'PARKING65 STALLS253 SFELEV. LOBBYP10299 SFELEV. MECH.P10374 SFELEV. BEL. 0.00'RAMP UP 5%RAMP DN 5%EL. 322.50'RAMP DN 5%STRUCTURE ABOVE1A6011A6012A6012A6011A6021A6022A6022A6023A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903CONC. WALL ABOVEFLOOR ABOVEFLOOR ABOVE2233446688ABCEGH151516162.12.3131312CCEEFFFMMGGDDBBAAJJ11149975263 SFSTORAGEP105266 SFSTORAGEP104158 SFDETENTION VAULT8' -3" CLR.ABOVE8' -9" CLR.EL. 326.50'EL. 327.50'EL. 322.50'EL. 322.50'HH67' - 8 3/4"9' - 2 3/4"11' - 6"20' - 11 1/4"9' - 1"16' - 11 3/4"112' - 10 1/2"8' - 0"19' - 1"11' - 8"17' - 10"3' - 10"12' - 10"12' - 2"12' - 10"14' - 7 1/2"139' - 2"7' - 6"15' - 2 1/2"33' - 8"25' - 3"16' - 1"10' - 2 3/4"8' - 10 3/4"11' - 7 1/2"10' - 8 1/2"131' - 8"15' - 2 1/2"16' - 1"17' - 7"9' - 0 1/2"16' - 2 1/2"16' - 1"30' - 9"10' - 8 1/2"123' - 0"15' - 1"2' - 9"26' - 9"17' - 1"14' - 3"31' - 3"15' - 10"15' - 2"12.4°18.4°13' - 4 1/4"7' - 0 1/4"7' - 1 5/8"5.6°9' - 2"5 5/8"2' - 8 3/8"12.1°5' - 0"4' - 10 7/8"9.1°2' - 11 1/4"2' - 1 7/8"9.5°1' - 3"5.3°9' - 0"5' - 7 7/8"14.9°D102' - 8 3/4"6.0°24' - 0"16' - 0"A9012A902218' - 0"25' - 6 1/2"24' - 0"4' - 4"3"2' - 1"A903116' - 1 1/2"3 1/2"358' -5 1/8"236' -3 1/8"D.108D.108EC1EC1EC1EB1EC1EB1EB1EC1EXISTING SHARED DRIVE ABOVEA90424' - 7"5' - 4 1/2"9' - 2 3/4"32' - 5 1/4"162 SFSTAIR 01181 SFSTAIR 023' - 10"8A9041A70392 SFELEV. ACONCRETE BEAM ABOVEC3S2S1S1S1S2S2S2S2S1C2S2S2C2C2C2C2S2S2S2C1C1S1S1S2S2S2S2S2S2S1S1S1S1S1S1S1S1S1S1S1S1S1S1C1S2S2S2C1C3S1S1S1S1S1S1S2S2S2S2S1S1S1S2S2C3C3C1C1C30' - 4"6' - 2"8' - 9"4' - 6"S1S11.11.1P101EL. 325.00'IC115A803110.0°31' - 6 5/8"EL. 324.50'STRUCTURE BELOWFD8' - 0" TYP.8' - 0" TYP.FDFDFDFDEV CHARGING STATION,DUAL CHARGEREV CHARGING STATION,DUAL CHARGERFUTURE EV CHARGING STATION, DUAL CHARGERFUTURE EV CHARGING STATION, DUAL CHARGERLEAVE-OUT FOR CRANE DURING CONSTRUCTIONBOLLARDSBOLLARDSWHEELSTOPWHEELSTOPWHEELSTOPWHEELSTOPCHARGER TYP.24" CLR. TOCHARGER TYP.24" CLR. TOBOLLARDEXITEXITEXITEXITEXITEXITEXIT9913' - 4 1/2"13' - 7"8' - 0"8' - 0"9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:16 PMA201PARKING LEVEL 2 PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2011/8" = 1'-0"1PARKING LEVEL 2BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.S1 - STANDARD STALL (8'4" X 18')S2 - STANDARD STALL (8'4" X 16')C1 - COMPACT STALL (7'6" X 18')C2 - COMPACT STALL (7'6" X 16')C3 - COMPACT STALL (7'6" X 15')PARKING STALL LEGEND104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.F.E.A502A50151L2A5024A5013A5012111,200 SFCOMMERCIAL105UPUP151 SFLEASING DIRECTOR1092,006 SFLOBBY107319 SFLOUNGECOMMON OPEN SPACECOMMON OPEN SPACERAMP DN 5%RAMP DN 5%EL. 337.50'EL. 337.50'EL. 336.67'EL. 336.67'EL. 336.67'654 SFTRASH ROOM119PARKING28 STALLS158 SFEXIT PASSAGEWAY117108 SFSTAIR 03364 SFTOWNHOUSE-B-ALT104381 SFTOWNHOUSE-B10393 SFSPR. RISER RM118437 SFTOWNHOUSE-A102429 SFTOWNHOUSE-A ALT1012,787 SFCOMMERCIAL10680 SFELEV. AEDGE OF PARKING BELOWPARKING BELOWGARAGE EXHAUST ABOVE (P1/P2)DETENTION VAULT ACCESSGARAGE EXHAUST ABOVE/BELOW (P3)VANEXIT DOOR ABOVEDN 5%RAMP UP 5.4%EL. 333.75'EL. 335.50'1A6011A6012A6012A6011A6021A6022A6023A6023A6024A7013A7012A7011A7014A7023A7022A7021A702362 SFLEASING108121 SFWORK ROOM11130 SFPARCEL LOCKERS110163 SFMAIL11274 SFW11376 SFM1148A903FLOOR ABOVEEDGE OF PARKING BELOW7' -0" CLR. @FLOOR ABOVE2233446688ABCEGH151516162.12.3131312CCEEFFFMMGGDDBBAAJJ111499757' -6 1/2" CLR.@ FLOOR ABOVE7' -4" CLR. BELOWEL. 337.50'EL. 334.75'EL. 335.75'EL. 334.75'EXTENT OF SHORING BELOWHH1U-THB-S2PL11PL167' - 8 3/4"11' - 6 1/4"9' - 2 3/4"11' - 6"20' - 11 1/4"9' - 1"16' - 11 3/4"112' - 10 1/2"8' - 0"19' - 1"11' - 8"17' - 10"16' - 8"12' - 2"27' - 5 1/2"22' - 3 5/8"139' - 2"7' - 6"15' - 2 1/2"33' - 8"25' - 3"16' - 1"10' - 2 3/4"8' - 10 3/4"11' - 7 1/2"10' - 8 1/2"131' - 8"15' - 2 1/2"16' - 1"17' - 7"9' - 0 1/2"16' - 2 1/2"16' - 1"30' - 9"10' - 8 1/2"123' - 0"15' - 1"2' - 9"26' - 9"17' - 1"14' - 3"31' - 3"15' - 10"12.4°13' - 4 1/4"18.4°7' - 0 1/4"4' - 8"3' - 8"3' - 3"1' - 5 1/2"9' - 8 1/2"9' - 2"6"4' - 10 7/8"2' - 6"9.1°2' - 11 1/4"2' - 1 7/8"9.5°9"5' - 9"12"2' - 8 3/8"5 5/8"12.1°3"1' - 0"D101 1/2"5.3°6.0°2' - 8 3/4"UNDER SEPARATE PERMIT #B15001398A9013A9023A90320' - 3"1' - 0"8' - 4"8' - 4"8' - 4"8' - 4"0' - 6"24' - 0"16' - 0"0' - 10"18' - 10"24' - 0"18' - 0"0' - 10"16' - 0"24' - 10"8' - 2 1/2"12' - 3 1/2"A2111PROPOSED COMM. TENANT EXHAUST SHAFT ABOVE36" CLR.47' - 8 3/4"1:121:12EL. 337.50'EL. 336.67'EL. 336.67'EL. 337.50'1:12 DND.114D.116D.114EC3IC1IC1EC1IC1FM2CEC3FM2CPM1EC5EC5C.14C.13C.12C.11C.35C.57C.56C.25C.45C.48C.299' - 6"6' - 0 1/8"24' - 0"8' - 4"8' - 4"8' - 4"8' - 4"3"3"TRANSFORMER ROOM ABOVEC.57D.105162 SFSTAIR 01159 SFSTAIR 02SLIDING GARAGE ACCESS DOOR8A9049' - 2 3/4"32' - 5 1/4"1' - 9"11' - 0"11' - 0"PROPOSED COMMERCIAL TENANT EXHAUST SHAFT ABOVE1A70371 SFELEV. B284 SFCORRIDOR115100 SFVESTIBULE10A802CANOPY ABOVETRASH CHUTE ABOVEBEAM ABOVE23' - 9"S2S2S2S2S2S2S2C2S2S1S1S2S1S1S1S1S2S2S2S2S1S1S1S1S1S1S1S2S2S28' - 9"4' - 6"(2) SPORTWORKS HD INVERTED 'U' BIKE RACKS, SS FINISHSPORTWORKS PLAZA 6 BIKE RACK, SS FINISHD.119P.T. SLABOVERFRAMING PER STRUCT.1.11.1D.121XXXXXXFENCEEGRESS GATEFENCEXXX11623 SFMECH73444 SFTELECOM7354' - 1"CEILING 8' -0" AFF8' - 0"3' - 4"8' - 0"3' - 4"8' - 0"3' - 4"8' - 0"1' - 11"EL. 337.00'5%EL. 337.00'7' -0" CLR. BELOW1' - 3 1/2"2' - 0 1/2"1' - 1 1/2"2' - 2 1/2"1' - 11 1/2"1' - 4 1/2"3' - 0 1/2"0' - 3 1/2"11' - 0"4' - 2"9' - 4"3' - 2"9' - 8"4' - 2"9' - 4"3' - 2"9' - 8"3' - 5 1/4"2' - 6 1/2"4' - 11"7' - 0 1/2"9' - 0"8' - 9 1/2"2' - 0 1/4"8' - 0"1' - 6"1' - 10"8' - 4"3' - 4"8' - 4"3' - 4"8' - 4"3' - 4"8' - 4"1' - 10"10' - 1"1' - 5"IM4A5025aFM2CEC5EC3FM2CC.57EB2FM3CIC1IC1DSDSDSDSDSDSDSDSDS15A803DSDSDSDSDSDSDSDSDSDSDS1' - 5"6' - 7"1' - 9 1/2"13' - 8"3' - 4"10' - 0"3' - 4"5' - 8"3' - 4"10' - 0"3' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"1' - 9"FD8' - 0" TYP.8' - 0" TYP.TRENCH DRAIN PER CIVIL140 SFVESTIBULEC11EX-1012EX-1013EX-101SCONCE LIGHTING FIXTURE TYP.LEAVE-OUT FOR CRANE DURING CONSTRUCTIONFD12"x18" CONC. ENCASED PRIMARY CONDUITS PER ELEC. PLANS8' - 0"EL. 338.02'EL. 338.00'FDFDEL. 338.60'EL. 338.10'EL. 337.99'FDEL. 337.75'EXITEXITEXITEXITEXITEXITEXITEXITEXITEXIT24"X24"X24" PLANTERS TYP, MODEL P16-S242424"X24"X24" PLANTERS TYP, MODEL P16-S24242' - 0"2' - 8"3' - 0"2' - 8"HBHBHBA8019ACCESS EASEMENTACCESS EASEMENT41' - 9 1/2"105' - 4 1/8"1EX-01VAN9EL. 336.67'1:12 UPEL. 337.50'EL. 337.50'2' - 2 5/8"2% MAX. SLOPES TO DRAIN2% MAX. SLOPES TO DRAIN993' - 6 3/4"8' - 0"7' - 8 1/2"5% UPEL. 337.75'992' - 0"9FUTURE EV CHARGING STATION, DUAL CHARGER913' - 4 1/2"13' - 7"8' - 0"8' - 0"9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:23 PMA202PARKING LEVEL 1 PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2021/8" = 1'-0"1PARKING LEVEL 1BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.S1 - STANDARD STALL (8'4" X 18')S2 - STANDARD STALL (8'4" X 16')C1 - COMPACT STALL (7'6" X 18')C2 - COMPACT STALL (7'6" X 16')C3 - COMPACT STALL (7'6" X 15')PARKING STALL LEGEND104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.A502A50151L2A5024A5013A5012112A7031EX-592EX-721EX-721EX-741A6.11A6.2L2.5EL. 347.17'EL. 347.17'EL. 347.17'EL. 347.17'OPEN TO BELOW495 SFTOWNHOUSE-B-ALT204495 SFTOWNHOUSE-B2031,467 SFELEV. LOBBY205409 SFTOWNHOUSE-A ALT201409 SFTOWNHOUSE-A202466 SFLIBRARY206OPEN TO BELOWOPEN TO BELOWEL. 347.17'OPEN TO BELOW4A6021,262 SFFITNESS2071,090 SFBIKE STORAGE/SHOP209411 SFELECTRICAL ROOM213393 SFTRANSFORMER ROOM21291 SFW211EL. 343.00'EL. 343.00'EL. 347.17'EL. 347.17'GARAGE EXHAUST VENTS, 10' ABOVE PLAZA90 SFM2101,054 SFHALLWAY1,488 SFCLUBROOM20821 VERT. BIKE LOCKERSWALL HUNG BIKE RACKS, 45 BIKES1A6011A6012A6012A6011A6021A6022A6023A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A9032233446688ABCEGH151516162.12.3131312CCEEFFFMMGGDDBBAAJJ11149975EL. 343.00'OPEN TO BELOWOPEN TO BELOWHH1U-THB-S2PL11PL167' - 8 3/4"11' - 6 1/4"9' - 2 3/4"11' - 6"20' - 11 1/4"9' - 1"16' - 11 3/4"112' - 10 1/2"8' - 0"19' - 1"11' - 8"17' - 10"3' - 10"12' - 10"12' - 2"27' - 5 1/2"22' - 3 5/8"140' - 3"7' - 6"15' - 2 1/2"33' - 8"25' - 3"16' - 1"10' - 2 3/4"8' - 10 3/4"11' - 7 1/2"11' - 9 1/2"132' - 9"31' - 3 1/2"26' - 7 1/2"16' - 2 1/2"16' - 1"30' - 9"11' - 9 1/2"123' - 0"15' - 1"2' - 9"26' - 9"31' - 4"31' - 3"11' - 9"4' - 1"D1015' - 4 1/8"13' - 4 3/4"12.4°6' - 11 5/8"18.4°2' - 8 3/8"0' - 5 5/8"12.1°8' - 0"5' - 8"13' - 5"5' - 5 1/2"6' - 2 1/2"17' - 5 7/8"9' - 0"14.9°2' - 11 1/4"2' - 1 7/8"9.5°4' - 10 7/8"5' - 0"9.1°2' - 8 3/4"6.0°6"3' - 3"3' - 8"3"6"4' - 8"9' - 2"7' - 2 7/8"1' - 0"A9014A9024A9041A21211:121:124' - 10 1/2"24' - 3 1/8"5' - 0 5/8"26' - 0"0' - 3"1' - 5"10' - 1"1' - 10"8' - 4"15' - 0"8' - 4"3' - 4"8' - 4"1' - 10"1' - 6"8' - 0"2' - 0 1/4"5' - 9"1' - 5"6' - 7"1' - 9 1/2"13' - 8"3' - 4"10' - 0"3' - 4"5' - 8"3' - 4"10' - 0"3' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"1' - 9"9' - 2 3/4"32' - 5 1/4"1' - 9"11' - 0"3' - 4"11' - 0"2' - 2"7' - 6"9' - 2 3/4"13' - 6"6' - 0 3/4"3' - 3 1/2"5' - 4"4' - 3"2' - 8 1/2"2' - 2"10' - 0"47' - 1"D.117C.30C.30C.30C.30C.30C.58C.58C.58C.20C.61C.47C.08C.08C.08C.49C.51C.51C.09IC1EC4EM5IC1IM4IM4IC1FM2CIM2CM1EC3PM1PM1EC3FM2C93 SFELEV. A177 SFSTAIR 01169 SFSTAIR 028A9041A703119 SFCORRIDOR79 SFELEV. BFDFDFDFDFD10A802PROPOSED COMMERCIAL TENANT EXHAUST SHAFTPROPOSED COMMERCIAL TENANT EXHAUST SHAFT ABOVE8' - 0"TRASH CHUTE1.11.13' - 0"9' - 10"3' - 0"10' - 0"10' - 10"3' - 0"12" STEP MAX.10'X10' COILING GRILLE DOOREL. 344.10'36"13 1/8"129 SFDOG WASHOPEN TO BELOWFM2BIKE REPAIR AREA104 SFMAINTEL. 343.50'1/4"/FT. SLOPE TO DRAIN FD8' - 0"3' - 4"8' - 0"3' - 4"8' - 0"3' - 4"8' - 0"1' - 11"0' - 3 1/2"3' - 0 1/2"1' - 1 1/2"2' - 2 1/2"1' - 3 1/2"2' - 0 1/2"1' - 11 1/2"1' - 4 1/2"0' - 3 1/2"11' - 0"3' - 11 1/2"9' - 4"3' - 4 1/2"9' - 8"4' - 2 1/2"9' - 4"3' - 1 1/2"9' - 8"3' - 5 1/4"C.581' - 11"10' - 0"3' - 4"10' - 0"1' - 11"4' - 6"5' - 0"4' - 6"45.0°4' - 6"4 ' - 6 "135.0°5' - 9 1/8"4' - 6"4' - 6"4' - 6"4' - 6"A5025a0' - 2 5/8"0' - 2 5/8"FM2CFM2CC.40C.40D.105PM12' - 0 1/4"15' - 2 7/8"3' - 7 3/4"FM2CEL. 341.00'DSDSDS15A803DSDSA21221EX-1012EX-1013EX-101LEAVE-OUT FOR CRANE DURING CONSTRUCTIONFDFDFDC.18C.23C.23OPEN TO BELOWDN 10%5' - 0"4' - 0"EL. 344.56'EL. 344.27'EXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXIT1EX-01913' - 4 1/2"13' - 7"8' - 0"8' - 0"9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:33 PMA203LOFT LEVEL201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2031/8" = 1'-0"1LOFT LEVELBUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
AA.110.2FF.1EE.1BB.11112.211.11A6.11A6.24A6021A6011A6012A6012A6011A6021A6022A6022A6023A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A9032233446688ABCEGH15152.12.12.32.313131212CCEEFFFGGDDBBAAJJ1114997755HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1D108A904PLAZA112' - 10 1/2"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"124' - 4 1/2"123' - 0"140' - 3"STAIR 01ELEV. ASTAIR 02FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDA9025A9015A9035CLR.11' - 4"0' - 10"CLR.16' - 8"CLR.9' - 1"0' - 10"CLR.17' - 0"41' - 6 1/4"32' - 5 1/4"9' - 1"PROPOSED COMMERCIAL TENANT EXHAUST SHAFTRESIDENTIAL TRASH CHUTEPROPOSED COMMERCIAL TENANT EXHAUST SHAFTSTEPSTEPSLOPE SLAB TO DRAIN, TYPSTEP CONCRETE SLAB AT PERIMETER OF WOOD CONSTRUCTION, TYP. SEE STRUCTURAL FOR ADDITIONAL INFORMATIONCONCRETE CURB TYPICAL @ PAVERSSTEPSTEPEL. 357.83'28' - 2"11' - 8"15' - 3 1/2"12' - 7"8' - 0"19' - 1"5' - 0"6' - 8"17' - 4"0' - 6"3' - 10"12' - 10"6' - 10"5' - 4"24' - 7"2' - 10 1/2"5' - 4 1/2"2' - 1 1/2"15' - 2 1/2"6' - 8"9' - 5"6' - 7"11' - 0"8' - 0"1' - 0 1/2"3' - 11 1/2"8' - 0"4' - 3"16' - 1"3' - 8"6' - 6 3/4"8' - 10 3/4"11' - 7 1/2"10' - 8 1/2"1' - 1"10' - 11"13' - 1"10' - 11"13' - 1"10' - 11"33' - 11"3' - 2"22' - 1"15' - 1"2' - 9"6' - 1 3/4"7' - 11"12' - 8 1/4"3' - 3 3/4"13' - 9 1/4"2' - 2 3/4"12' - 0 1/4"3' - 11 3/4"1' - 7"6' - 0"19' - 8 1/4"15' - 10"37' - 6"21' - 2"13' - 3 1/2"20' - 5"13' - 3 1/2"1A7033' - 0"1' - 8"0' - 2 3/4"5' - 9 1/4"CONCRETE CURB @ UNIT PATIOS8' - 5"6' - 0"6' - 0"4' - 4 1/4"4' - 4 1/4"8' - 10 1/4"8' - 10 1/4"10' - 4 1/4"4' - 4 1/4"2' - 1 1/2"D.11.11.14.24.110' - 8 1/2"FDSD6A802DSDOWNSPOUT FROM ABOVE THROUGH P.T. SLAB TYP.DSDSDS2' - 6"3' - 4 1/4"13' - 10"2' - 6"3' - 0"1' - 4"6' - 7"3' - 0"LEAVE-OUT FOR CRANE DURING CONSTRUCTION12"X12" CONC. PLINTH FOR LIGHT BOLLARDS TYP.6X6 DECK POST WITH 12"X12" CONC. PLINTH PER STRUCTURAL4X4 TRELLIS POST WITH 12"X12" CONC. PLINTH PER STRUCTURAL6' - 10"16' - 1"1' - 1"16' - 6"7' - 6"1' - 6 1/2"16' - 2 1/2"6' - 3"9' - 10"3' - 8"6' - 6 3/4"3' - 11 1/4"4' - 11 1/2"11' - 7 1/2"10' - 8 1/2"1' - 1"KCLS BUILDINGGARAGE AIR INTAKE SHAFTKCLS BUILDINGPARAPET8X8X10 POST WITH 12"X12" CONC. PLINTH. SUSPENDED STRING LIGHTS BETWEEN POSTSA213113' - 4 1/2"13' - 7"8' - 0"8' - 0"4' - 5"0' - 5"15' - 7"0' - 6"11' - 0"4' - 6"3' - 8"2' - 11"11' - 0"1' - 4"11' - 8"0' - 8 3/4"2' - 4"3' - 0"0' - 4 1/4"5' - 4 1/2"4' - 5"8.0°14' - 6"11' - 0"10' - 0 3/4"9' - 8 1/4"99Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:37 PMA204TRANSFER SLAB PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2041/8" = 1'-0"1RESIDENTIAL LEVEL 1 TRANSFER SLABBUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.A5025AA.110.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.12A7031A6.11A6.22,698 SFPLAZA509 SFTENANT STORAGE31796 SFTELECOM324639 SFUNIT B7-ALT3031,013 SFUNIT C3306638 SFUNIT B2312509 SFTENANT STORAGE318992 SFUNIT B831689 SFTRASH684 SFUNIT B3321789 SFUNIT B6322COMMON OPEN SPACETYP.6' - 0"4A6021A6012A6011A6022A6022A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903AH15152.12.32.313131212CCEEFFAAJJ1114HH32' - 5 1/4"9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"43' - 6 3/4"8' - 10 3/4"22' - 4"123' - 3 1/2"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"27' - 3 1/2"123' - 0"24' - 0"16' - 0"19' - 0"5' - 0"69' - 9 1/2"177 SFSTAIR 01217 SFSTAIR 02FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFD682 SFUNIT B1307699 SFUNIT B1-ALT308699 SFUNIT B1-ALT310682 SFUNIT B1314682 SFUNIT B1309A9025A9015A90358A90441' - 6 1/4"32' - 5 1/4"9' - 1"1A703ELEV. AELEV. BD.11.11.131' - 10 3/4"16' - 0"16' - 0"16' - 0"43' - 1 1/4"23' - 11 3/4"19' - 0"38' - 6"6' - 0"35' - 6 1/4"4.24.120' - 0"7' - 11"7' - 11 3/4"35' - 0"35' - 0"32' - 1"24' - 0"24' - 0"29' - 11"2' - 10 1/2"8' - 0"24' - 0"6' - 6 3/4"8' - 10 3/4"22' - 4"6' - 0"0' - 6 3/4"260 SFPM STORAGE32083 SFM32680 SFF3256' - 2 1/4"6' - 4 1/4"1,980 SFCORRIDOR3231,000 SFUNIT C1302PET COMFORT STATIONARTIFICIAL TURF6A802A5025a11' - 6"4' - 6"A213115A803DSDSDSSHAFT FOR CRANE DURING CONSTRUCTIONMOP SINKKCLS BUILDINGGARAGE AIR INTAKE SHAFTKCLS BUILDINGPARAPETKCLS BUILDINGMECH. SCREEN524 SFUNIT A1-ALT311456 SFUNIT A2319456 SFUNIT A2313698 SFUNIT B5304695 SFUNIT B53051,010 SFUNIT C73011,206 SFUNIT C4315EXITEXITEXITEXITEXITEXITADAADA3'4" X 5'-0" LOCKERS TYP. PROVIDE INDIVIDUAL SPRINKLER HEADS IN EACH LOCKER3'4" X 5'-0" LOCKERS TYP. PROVIDE INDIVIDUAL SPRINKLER HEADS IN EACH LOCKER999COMP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:49 PMA205RESIDENTIAL LEVEL 1PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2051/8" = 1'-0"1RESIDENTIAL LEVEL 1BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.A502A50151AA.110.210.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.111.12A70396 SFMAINT.424812 SFUNIT B44211,206 SFUNIT C4413524 SFUNIT A1-ALT409744 SFUNIT B74031,013 SFUNIT C3406638 SFUNIT B2414786 SFUNIT B6-BF422509 SFUNIT A3418534 SFUNIT A1417992 SFUNIT C241689 SFTRASHTYP.6' - 0"1A6012A6011A6022A6023A6024A7013A7012A7011A7014A7023A7021A7028A903AHH15152.12.313131212CCEEFFAAJJ1114HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"24' - 0"16' - 0"19' - 0"37' - 0"38' - 10 1/2"148' - 4 1/2"24' - 0"24' - 0"24' - 0"24' - 0"13' - 6"10' - 6"28' - 4 1/2"123' - 0"23' - 11 3/4"7' - 11"11' - 1"20' - 11"16' - 0"1' - 7"6' - 0"35' - 6 1/4"177 SFSTAIR 01168 SFSTAIR 02698 SFUNIT B5404682 SFUNIT B1408699 SFUNIT B1-ALT410699 SFUNIT B1-ALT412682 SFUNIT B1415454 SFUNIT A2419456 SFUNIT A2411682 SFUNIT B1407A9015A9025A903670' - 0"32' - 5 1/4"9' - 1"8' - 5 3/4"20' - 0"1A703ELEV. AELEV. BD.11.11.14.24.11,658 SFCORRIDOR4231,000 SFUNIT C14021,010 SFUNIT C7401534 SFUNIT A1420695 SFUNIT B5405EXITEXITEXITEXITEXITEXITEXITEXITFD2' - 0 7/8"12' - 1 5/8"2' - 0 7/8"12' - 1 1/4"9COMP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:18:56 PMA206RESIDENTIAL LEVEL 2PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2061/8" = 1'-0"1RESIDENTIAL LEVEL 2BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.A502A50151AA.110.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.111.12A70396 SFTELECOM524812 SFUNIT B45211,199 SFUNIT C4513524 SFUNIT A1-ALT509744 SFUNIT B7503638 SFUNIT B2514786 SFUNIT B6-BF522535 SFUNIT A1518535 SFUNIT A1517992 SFUNIT C251689 SFTRASHTYP.6' - 0"1A6012A6011A6022A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903AHH15152.12.313131212CCEEFFAAJJ11141,013 SFUNIT C3506HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"24' - 0"16' - 0"19' - 0"37' - 0"38' - 10 1/2"148' - 4 1/2"24' - 0"24' - 0"24' - 0"24' - 0"13' - 6"10' - 6"28' - 4 1/2"123' - 0"23' - 11 3/4"7' - 11"11' - 1"20' - 11"16' - 0"1' - 7"6' - 0"35' - 6 1/4"177 SFSTAIR 01ELEV. A168 SFSTAIR 02682 SFUNIT B1508699 SFUNIT B1-ALT510699 SFUNIT B1-ALT512682 SFUNIT B1515454 SFUNIT A2519456 SFUNIT A2511682 SFUNIT B1507A9015A9025A903650' - 0"32' - 5 1/4"9' - 1"8' - 5 3/4"1A703ELEV. BD.11.11.14.24.11,658 SFCORRIDOR5231,010 SFUNIT C75011,000 SFUNIT C1502534 SFUNIT A1520698 SFUNIT B5504695 SFUNIT B5505EXITEXITEXITEXIT9COMP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:04 PMA207RESIDENTIAL LEVEL 3PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2071/8" = 1'-0"1RESIDENTIAL LEVEL 3BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.AA.110.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.111.12A70396 SFMAINT.624812 SFUNIT B4621454 SFUNIT A2-BF6191,206 SFUNIT C4613524 SFUNIT A1-ALT609744 SFUNIT B7603638 SFUNIT B2614534 SFUNIT A161789 SFTRASHTYP.6' - 0"1A6012A6011A6022A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903AHH15152.12.313131212CCEEFFAAJJ1114HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"148' - 4 1/2"24' - 0"24' - 0"24' - 0"24' - 0"13' - 6"10' - 6"28' - 4 1/2"123' - 0"23' - 11 3/4"7' - 11"11' - 1"20' - 11"16' - 0"1' - 7"6' - 0"35' - 6 1/4"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"24' - 0"16' - 0"19' - 0"37' - 0"38' - 10 1/2"ELEV. A177 SFSTAIR 01168 SFSTAIR 02682 SFUNIT B1608699 SFUNIT B1-ALT610699 SFUNIT B1-ALT612682 SFUNIT B1615456 SFUNIT A2611682 SFUNIT B1607A9015A9025A903650' - 0"32' - 5 1/4"9' - 1"8' - 5 3/4"1A703ELEV. B12A805D.11.11.14.24.11,658 SFCORRIDOR6231,010 SFUNIT C76011,000 SFUNIT C160213' - 0"6' - 2 1/2"5' - 6"534 SFUNIT A1620534 SFUNIT A1618698 SFUNIT B5604695 SFUNIT B5605786 SFUNIT B6-BF622992 SFUNIT C26161,013 SFUNIT C3-BF606EXITEXITEXITEXIT9COMP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:12 PMA208RESIDENTIAL LEVEL 4PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2081/8" = 1'-0"1RESIDENTIAL LEVEL 4BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.A5025AA.110.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.111.12A703DECK96 SFTELECOM724638 SFUNIT B2714681 SFUNIT B97151,078 SFUNIT C57181,058 SFUNIT C671689 SFTRASHTYP.6' - 0"1A6012A6011A6022A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903AHH15152.12.313131212CCEEFFAAJJ11141,013 SFUNIT C3-BF706HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"24' - 0"16' - 0"19' - 0"37' - 0"38' - 10 1/2"123' - 0"23' - 11 3/4"7' - 11"11' - 1"20' - 11"16' - 0"1' - 7"6' - 0"35' - 6 1/4"148' - 4 1/2"24' - 0"24' - 0"24' - 0"24' - 0"13' - 6"10' - 6"28' - 4 1/2"FDFDFDFDFD177 SFSTAIR 01ELEV. A168 SFSTAIR 02FDFDFDA9015A9025A903750' - 0"32' - 5 1/4"9' - 1"8' - 5 3/4"1A703ELEV. B12A805D.11.11.14.24.11,624 SFCORRIDOR723DS524 SFUNIT A1-ALT709456 SFUNIT A2711454 SFUNIT A2-BF717682 SFUNIT B1708682 SFUNIT B1707699 SFUNIT B1-ALT712699 SFUNIT B1-ALT710812 SFUNIT B4719695 SFUNIT B5705698 SFUNIT B5704744 SFUNIT B77031,000 SFUNIT C17021,010 SFUNIT C77011,206 SFUNIT C47131/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"EXITEXITEXITEXIT1/4" / 12"1/4" / 12"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"FDFD9COMP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/8" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:19 PMA209RESIDENTIAL LEVEL 5PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2091/8" = 1'-0"1RESIDENTIAL LEVEL 5BUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
A5025AA.110.2A5024A5013A5012A5037A5038A50310A5026A5039FF.1EE.1BB.11112.211.111.12A7031A6012A6011A6022A6023A6024A7013A7012A7011A7014A7023A7022A7021A7028A903AHH15152.12.12.32.313131212CCEEFFAAJJ1114HH9.18.17.16.26.15.25.13.12.2B.3C.1E.1E.2E.32.42.4B.1B.210.1DSDSDSDS1/4" / FT. TYP.160 SFSTAIR 01ELEV. A1/4" / FT. TYP.1/4" / FT. TYP.1/4" / FT. TYP.1/4" / FT. TYP.A2102RIDGERIDGEHIPHIPRIDGEH IP HIP1/4" / FT. TYP.V A L L E YVALLEYSTAIR PRESSURIZATION FAN PER MECH.148' - 4 1/2"24' - 0"24' - 0"24' - 0"24' - 0"13' - 6"6' - 6 3/4"3' - 11 1/4"4' - 11 1/2"23' - 5"50' - 0"32' - 5 1/4"9' - 1"8' - 5 3/4"123' - 0"23' - 11 3/4"7' - 11"11' - 1"16' - 0"1' - 7"6' - 0"35' - 6 1/4"24' - 0"16' - 0"19' - 0"37' - 0"6' - 6 3/4"8' - 10 3/4"23' - 5"70' - 0"11' - 6"20' - 11 1/4"2' - 6 3/4"6' - 6 1/4"8' - 5 3/4"8' - 6"11' - 6"112' - 10 1/2"8' - 0"24' - 1"6' - 8"17' - 4"0' - 6"16' - 8"6' - 10"29' - 11"2' - 10 1/2"ELEV. BD.11.11.14.24.1HVAC SHAFTHVAC SHAFTSTRIPPED ANTI-SLIP PATH3' - 0"REMOVABLE PANELREMOVABLE PANELREMOVABLE PANELREQUIRED GUARDRAIL PER IMC SECTION 304.11. GUARDRAIL ALSO SERVES AS MECHANICAL SCREEN.HVAC SHAFTU.N.O.2' - 0" TYP.ON CONTROLS SIDE48" CLR.U.N.O.2' - 0" TYP.U.N.O.2' - 0" TYP.HVAC SHAFTNOTE: VERIFY ALL EQUIPMENT CLEARANCES WITH MANUFACTURER REQUIREMENTS1A8051A8051A8052A805EE.112.21312CCEEFF1/4" / FT MIN. TYP.1/4" / FT MIN. TYP.STAIR PRESSURIZATION FANELEVATOR HOISTWAY VENTS PER MECH.CRICKET AROUND HOISTWAY VENT CURBS AS REQUIRED WITH POSITIVE SLOPE FOR DRAINAGEDSDSScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated12/01/2016WOOD RESUBMITTAL6/2/2020 2:19:23 PMA210ROOF PLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2101/8" = 1'-0"1ROOF PLAN1/4" = 1'-0"2ELEVATOR PLAN - ROOFTOPBUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTALAGENDA ITEM #5. g)
.F.E.F.E.F.E.F.E.F.E.FFUP4A6022A6024A701ABC15161312CCDDBBAA149D1' - 7"0' - 0"11' - 3"12' - 2"2' - 4 1/2"19' - 8 1/2"4' - 6"12' - 7"3' - 9 1/2"15' - 6 1/8"4 1/2"3' - 8 1/4"4' - 11 3/4"2' - 10 1/2"8' - 4 3/4"2' - 11 3/4"4' - 9 3/4"7' - 9 1/2"4' - 7"5' - 0 5/8"4' - 4 1/8"4' - 5 1/2"77.5°2' - 10 1/4"EL. 337.50'D.101D.123D.107D.107C.05C.05C.05C.50C.52C.53C.06IM2IM2FM2CIM2FM3CIM2IM2IM2FM2CEC3IM2IM2IM2EM3EM3EM3FM2CFM2EC3IM2IM2IM2IM2FM1IC1IM3IC1IC1IC1IC1FM2FM2CEC3FM2CPM23' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"3' - 4"9' - 8"1' - 9"1' - 9"11' - 0"2' - 6 1/2"0' - 9 1/2"11' - 0"0' - 9 1/2"1' - 4 1/2"1' - 5 7/8"9' - 2 1/4"1' - 9 3/4"0' - 4 1/4"2' - 9 1/2"D.105D.1252,006 SFLOBBY319 SFLOUNGE30 SFPARCELLOCKERS163 SFMAIL151 SFLEASINGDIRECTOR121 SFWORK ROOM362 SFLEASING74 SFW76 SFM108 SFSTAIR 03100 SFVESTIBULE5A9044A904BIKE RACKWALK-OFF MATGAS FIREPLACEIM3IM3FM2C7' - 8 1/4"10' - 0"5' - 0"4' - 2"1' - 10 1/2"4' - 2"5' - 7 3/4"8' - 0"4' - 10 3/8"4' - 3"20' - 9 7/8"IM22' - 3"4' - 10 1/2"10' - 4"EL. 337.50'EL. 338.33'EL. 339.00'RAMP UP 1:12RAMP UP 1:12D.124D.105D.124EL. 337.50'284 SFCORRIDOR2' - 2 5/8"6' - 1"2' - 2 5/8"6' - 10 3/4"2' - 0 7/8"6' - 2 5/8"4' - 11 3/8"2' - 0 7/8"2 3/4"1' - 4"17' - 2 3/4"4' - 2"4' - 8 1/2"A80312A80312A80312A80312A80312A80312A80312A80312A80312C.55C.54C.55D.105D.105D.105MIN. CLR.15"3' - 4 3/4"4' - 10 1/2"23 SFMECH44 SFTELECOM8' - 8"140 SFVESTIBULE1 2 5 .5 °9 5 .5 °107.5°11' - 6"11' - 5 3/4"8' - 7 1/2"9' - 11"CM1CM1FM2CSINK AND COUNTERTOP 34" A.F.F. MAXA90413' - 5 1/2"4' - 9 1/2"1' - 3 1/2"9' - 1"1' - 6"SINKSINKSINK2' - 11"GUARDRAILPER 1/A8.2FC2CFLOOR ABOVEPM2FDFDDSDSDSDSDSDSWALL SCONCE TYP.MECH. CHASE6' - 6"6' - 11"0' - 10"EXITRAMP DN 1:121' - 0" TYP.1' - 0" TYP.7' - 0 1/2"2' - 11 1/2"PERMANENT FORWARD APPROACH. 34" HIGH COUNTERTOP AND SINK.ALL OPERABLE PARTS OF PARCEL LOCKERS OR LOCKER CONTROL SYSTEM SHALL BE WITHIN ACCESSIBLE REACH RANGE. 91' - 6"18" MIN.1' - 6"18" MIN.1:48 MAX. SLOPE TO DRAIN. DRAIN SHALL BE FLUSH WITH FINISHED FLOOR9SALSBURY INDUSTRIES MODEL 3710D-10 TYP. MOUNT PER MANUF. ACCESSIBILITY GUIDELINES. 1' - 5"2' - 0"0' - 4 1/2"4' - 11 3/8"99ADA ACCESSIBLE MAILBOXES PER ICC A117.1-2009 SEC. 309.1 1/2" TYP.15"48"9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:28 PMA211ENLARGED PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2111/4" = 1'-0"1PARKING LEVEL 1 - LOBBY AREABUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.1/4" = 1'-0"2TYPICAL MAILBOXES104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.FFF.E.REF.RANGEVTOSSINKDWWCWCFDNEEEEF11A6.14A6021A6011A6023A6022A7021A7028A90323468EEGGHH2.12.3FF975DD8' - 8"7' - 10"24' - 7 1/2"19' - 3"10' - 6 1/2"5' - 11 1/2"26' - 2 1/2"13' - 4 1/2"5' - 7"3' - 2"13' - 11"18' - 7 3/8"8' - 1 5/8"14' - 10"3' - 0"36' - 2"6' - 11"25' - 8 3/8"25' - 11 1/4"23' - 2 3/8"C.42C.42C.42C.42C.43D.110D.107C.46D.114D.114C.31C.31C.31C.34C.34C.28D.115C.32FM2CIC1EB2EB2FM2CFM2CIM2IM2IM2IM2IM3FM2CIC1EC3FM2CEC3FM2CEC3FM2CEC3FM2CEC3EC3EC3EM7EM7EB2EB2IC1IC1IC1IM2IM2EB2EB2EB27' - 4"1' - 11"10' - 0"3' - 4"10' - 0"1' - 11"1' - 9"7' - 6"3' - 4"7' - 6"3' - 4"7' - 6"1' - 9"1' - 9"6' - 4"3' - 0"4' - 6"1' - 7 3/4"10' - 6 3/4"2' - 3 5/8"2' - 8 3/4"1' - 6 1/8"14' - 3 7/8"1' - 5"9' - 11"6' - 5 5/8"1' - 5 3/8"1' - 9"6' - 0"3' - 4"4' - 6"2' - 3"1,262 SFFITNESS1,488 SFCLUBROOM1,054 SFHALLWAY1,054 SFHALLWAY1,090 SFBIKE STORAGE/SHOP169 SFSTAIR 02393 SFTRANSFORMER ROOM411 SFELECTRICAL ROOM90 SFM91 SFWRAMP UP 1:12RAMP UP 1:1224' - 3 1/8"5' - 0 5/8"26' - 0"587 SFPLAZA1A7031/4:121/4:12FDFDFDFDFDGARAGE EXHAUSTD.105D.1052' - 3 1/4"13' - 6 5/8"7' - 11"8' - 6 5/8"19' - 1 1/2"0' - 2 5/8"11' - 4 7/8"10' - 8 1/2"0' - 4 1/2"4' - 7 1/2"8' - 6"8' - 6"8' - 6"7' - 6"5' - 1"1.1D.120D.103D.103EL. 345.17'EL. 343.00'A9033FM2CFM2CWORK BENCH, 34" AFF, OPEN BELOWFM2CFM2CCLEAR3' - 0"CLEAR3' - 0"CLEAR3' - 0"FDIM2IM242" HIGH WALLFD4' - 2"2' - 7"3' - 2"3' - 1"8' - 9"10' - 6"42' - 5"42" HIGH GUARDRAILFM2CIC1EC3EC3D.121EL. 341.00'1' - 0"EC1EC13"7"FC2CIM2CD.10796 SFVESTIBULEEL. 343.00'3"1' - 1"1' - 0"WALL MOUNT BIKE RACKS, SPORTWORKS OR EQ.(45 STALLS TOTAL)VERTICAL BIKE STORAGE LOCKERS(21 TOTAL)BIKE REPAIR STANDSEL. 343.50'EL. 343.50'EL. 344.10'9"1' - 5 1/2"10"3 1/2"10"129 SFDOG WASHA21220' - 6"4' - 9"14' - 0"5' - 7"ACCESSIBLE U-RACKS(4 STALLS TOTAL)2A21334" HIGH ACCESSIBLE COUNTER6' - 4"3' - 0"NO CABINET30" MIN. CLR.GC TO PROVIDE SIGNAGE:"This oven is for warm-up and pre-cooked food only. No cooking allowed with this appliance."DOUBLE DRINKING FOUNTAIN PER 1/A009. ONE FOR STANDING PERSONS AND ONE FOR WHEEL CHAIR ACCESS. PROVIDE CANE (LKAPREZL) APRON AT STANDING SIDE.NOTE: PER ADA 2010 SECTIONS 236 & 1004 AT LEAST ONE TYPE OF EACH EXERCISE MACHINE AND EQUIPMENT SHALL HAVE A CLEAR FLOOR SPACE COMPLYING WITH 305 POSITIONED FOR TRANSFER OR FOR USE BY AN INDIVIDUAL SEATED IN A WHEELCHAIR CLEAR FLOOR OR GROUND SPACES REQUIRED AT EXERCISE MACHINES AND EQUIPMENT SHALL BE PERMITTED TO OVERLAP.R @0' -6"43T @ 12"3' - 0"36" HI. HANDRAIL PIPE6' HIGH FENCE AND GATE WITH EXPANED METAL MESH OVER LOCK SIDE.EL. 347.17'FDFDFD4' - 5 1/2"5' - 0"DN 10%D.107D.127EXITEXITEXITEXITEXITEXITEXITEXITEXIT99RETURN TO FLOOR OR RETURN TO WALL AT 27" MAX. AFF.9NO CABINET30" MIN. CLR.34" HIGH COUNTERTOP TYP.DROP IN RANGEWORK SURFACE, 34" AFF. MAX.7' - 8"6' - 1"0' - 1 1/2"FULL HEIGHT93G2.3FDOUBLE ROBE HOOKSOAP DISPENSERUTILITY SINKPAPER TOWEL AND WASTE RECEPTACLEDOUBLE ROBE HOOK30" X 60" STAINLESS STEEL TABLE, 34" MAX. HEIGHT, 27" CLR. BELOWDOG GROOMING SINK RIDALCO RUS 6024S OR EQUAL, WITH 48" RAMP, EXTENDED SIDE PANEL, SIDE SPLASHMOUNT FAUCET, AND 9 FOOT COILED HOSE WITH SPRAY VALVE, SHAMPOO HOLDER, LEASH RINGS, AND HAIR STRAINERIM2CIC1FM2CIM2C.38D.107GFIGFIFDDOG RAMPACCESSIBLE SINK, 34" AFF WITH FORWARD APPROACH.99Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:37 PMA212ENLARGED PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2121/4" = 1'-0"1RES. AMENITY LEVELBUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.1/4" = 1'-0"2DOG WASHDOG WASH NOTES:1. GWB SHALL BE FIBERGLASS REINFORCED, HOLD 1/2" AFF AND CAULK BASE2. SEE BARRIER FREE DETAILS SECTION A0 FOR TYPICAL MOUNTING HEIGHTS AND CLEARANCE REQUIREMENTS3. PROVIDE FULL HEIGHT SUBWAY TILE WALL FINISH THROUGHOUT, EXTTEND BEHIND GROOMING SINK4. PROVIDE TRAFFIC COATING AND EXTEND 4" MIN UP PEREMETER WALLS104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
DWF.E.F.E.F.E.F.E.F.E.10.2A5037A5038A50310A5039FF.12A7034A6021A6013A6022A702HFFJJHH9.18.17.16.26.15.25.1E.1E.2E.310.1D.14.24.1A5025aD.17D.10D.17D.10DSFDFDFDFDFDFDFDFDSDFDFD4' - 6"PET COMFORT STATIONARTIFICIAL TURFDOG WASTE SYSTEM DISPENSER AND RECEPTACLEHB18" X 18" X 1 1/2" HYDRAPRESSED PAVERS ON PEDESTALS TYP.16' - 0"16' - 0"3' - 6"72"X24"X24" PLANTERS TYP., MODEL P16-REC7224249' - 2 3/4"2' - 0"8' - 0"1"2' - 1"15' - 3"6' - 8"PER MANUF.PER MANUF.8A8013A801BARBECUE WORK SURFACE,34" AFF. 30" WIDE MIN. CLEAR BELOWWOODEN TRELLIS ABOVE8' - 0"2A213LEAVE-OUT FOR CRANE DURING CONSTRUCTIONPROPOSED FUTURE COMMERCIAL TENANT EXHAUST SHAFT FDA8011215' - 6"12' - 0"3' - 2"16' - 8"8.0°12"X12" CONC. PLINTH FOR LIGHT BOLLARDS TYP.6X6 DECK POST WITH 12"X12" CONC. PLINTH PER STRUCTURAL4X4 TRELLIS POST WITH 12"X12" CONC. PLINTH PER STRUCTURAL8X8X10 POST WITH 12"X12" CONC. PLINTH. SUSPENDED STRING LIGHTS BETWEEN POSTS23' - 11 3/4"7' - 11"11' - 1"4' - 11"13' - 6"10' - 6"13' - 6"10' - 6"5' - 6"18' - 6"0' - 6"5' - 0"8' - 0"8' - 0"24' - 1"6' - 8"START OF PAVER LAYOUTA80112A801123' - 11 1/8"GAS FIRE PIT MODEL UPT-1242EXITEXITEXIT24"X24"X48" PLANTERS, MODEL P16-REC48242424"X24"X60" PLANTERS, MODEL P16-REC60242472X24X2472X24X2472X24X2472X24X2472X24X2472X24X2472X24X24 72X24X2472X24X2472X24X2472X24X2436"X24"X24" PLANTERS TYP., MODEL P16-REC36242448X24X24 48X24X2460X24X2460X24X2460X24X2460X24X2460X24X2460X24X2436X24X24 36X24X24O.G. SIENA SOFAO.G. SIENA SOFAO.G. SIENA CLUB CHAIRO.G. TRAVIRA 32" SQUARE BISTRO TABLE TYP. U.N.O.O.G. SIENA CLUB CHAIRO.G. SIENA CHAT TABLE TYP. U.N.O.O.G. TRAVIRA END TABLE9RES. LEVEL 1357' -10"87.1ARTIFICIAL TURF WITH BELOW-TURF WASHDOWN SYSTEMSLOPE TO DRAINGLASS GUARDRAIL0' - 2"0' - 6"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:44 PMA213ENLARGED PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2131/4" = 1'-0"1ENLARGED PLAN - PLAZA1/4" = 1'-0"2DOG RUN SECTIONBUILDING PLAN NOTES1.SEE INDIVIDUAL UNIT FLOOR PLANS IN SECTION A3 FOR DETAILED INFORMATION. (DIMENSIONS, CONSTRUCTION, DOOR/WINDOW, ETC.)2.SEE ENLARGED STAIR/ELEVATOR CORE DRAWINGS IN SECTION A9 FOR DETAILED INFORMATION .(DETAILS, CONSTRUCTION, DOOR/WINDOW, ETC.)3.PROPERTY LINES SHOWN FOR GENERAL INFORMATION ONLY. SEE SITE PLAN I A1.1 FOR PLACEMENT OF BUILDING.4.SEE SITE PLAN IN SECTION A1 FOR DETAILED INFORMATION OR SITE FEATURES. (ie: GARDEN WALLS, PILASTERS, PLANTERS, WALKS, STEPS, ETC.)"5. WHERE REQUIRED, EXIT SIGNS IN CORRIDORS SHALL BE NO MORE THAN 100 FEET APART IN ACCORDANCE WITH IBC SECTION 1011.SYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
F.E.F.E.8' - 0"8' - 0"7' - 0"7' - 0"8' - 11 1/2"8' - 4 7/16"8' - 0"8' - 0"7' - 8"7' - 8"8' - 0"7' - 8"8' - 11 1/2"OPEN TO ABOVEOPEN TO ABOVE7' - 0"7' - 8"7' - 8"7' - 8"7' - 8"7' - 8"8' - 0"8' - 0"FLOOR EDGE8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"FLOOR EDGE8' - 2"17' - 8"ABOVE P1 LEVELABOVE LOFT LEVEL11' - 6"11' - 6"12' - 6"10' - 0"6' - 3"6' - 9"16' - 5"15' - 11"ABOVE P1 LEVELABOVE LOFT LEVELABOVE P1 LEVELABOVE LOFT LEVEL8' - 0"8' - 0"10' - 0"10' - 0"12' - 4"8' - 2"10' - 0"12' - 0"ABOVE LOFT LEVELABOVE RES. AMENITY LEVEL7' - 10"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS3/32" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:19:49 PMA214REFLECTED CEILINGPLAN201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A2143/32" = 1'-0"1PARKING LEVEL 1 - REFLECTED CEILING PLAN3/32" = 1'-0"2LOFT LEVEL/RES. AMENITY LEVEL - REFLECTED CEILING PLAN207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
UPSDWCSINKRANGEVTOSDWREF.SINKR&SWHSINKR&SUPVTOSW/DR&SFWFSD/CO2650 TUB/SHWRWCUPR&SSDDW.RANGEVTOSWCSINKREF.WHSINKR&SVTOSW/DR&SBOUNDARY&BYLBOU 2650 TUB/SHWRSD/COWFFWCSDR&SWCSINKREF.RANGEVTOSSINKDWTBC336.6767026646861803' LLA)FWFSDSD/COVTOSW/DSINK2650TUB/SHWRR&SR&SWCSDREF.RANGEVTOSSINKDWUPR&SWCSINKGSGSGS7.3637.50337.6423989SAWCUTCUT37.6649037~SVTOSW/DSINK2650TUB/SHWRR&SR&SWCSDSD/COWFFR&SOPEN TOABOVE1513DD3' - 4 1/2"10' - 0"1' - 7"1' - 3 1/2"15' - 2 1/2"12' - 2 3/4"5' - 0"7' - 0"3' - 3 1/2"5' - 11 1/2"EC3PM2PM2IM5C.39D.104D.101EM6EC516' - 3"A9049KITCHENENTRY HALLLIVING/DININGSDFM3C5' - 7 1/4"13' - 8 1/4"8' - 1 3/4"14' - 8"1' - 7"11' - 10"2' - 7 1/2"2' - 0 7/8"1' - 4"0' - 8 7/8"1' - 7"6' - 3 1/4"13' - 0 1/4"1' - 4 5/8"6' - 9 1/8"EL. 336.67'FM2A80312A80312A80312A80312A8031294' - 9 3/4"8' - 2 3/4"7' - 7 1/4"3' - 2 1/2"2' - 3 1/2"1' - 3 1/2"48" MIN. CLR.36" MIN. CLR.5' - 1 1/4"4' - 0"0' - 6 3/4"5' - 7 1/4"1513DDOPEN TO BELOW27' - 5 1/4"5' - 0"4' - 1"5' - 8"2' - 3 1/2"15' - 4 3/4"18' - 8"6' - 1"8' - 6 5/8"4' - 0 3/8"32' - 5 1/4"5' - 0"5' - 2 1/2"13' - 9 1/4"3' - 6 1/2"4' - 11"8' - 1 1/2"5' - 2 1/2"8' - 6"6' - 4"4' - 3 1/2"EC3EC3FM2CPM1CM1IM1IM1IC1FM3CIM1IM1IM1C.27D.111D.104D.112D.104A90410BATHBEDROOM/LOFT AREASOFFIT ABOVE18" CLR.24" CLR.C.1742" HIGH WALL17' - 6 1/2"1' - 7"1/4" / 12"DECK5' - 1 1/4"0' - 8 1/4"1513FFGGOPEN TO ABOVE16' - 3"3' - 2 1/2"10' - 0"1' - 9"1' - 3 1/2"0' - 10"26' - 7 1/4"5' - 0"8' - 5 1/2"18' - 1 3/4"16' - 3"16' - 3"27' - 5 1/4"5' - 0"EC3PM2FM3CPM2IM4IM5C.39D.101D.1044' - 3 1/2"LIVING/DININGSDEM6FM2A904913' - 8 1/4"5' - 7 1/4"3' - 4"11' - 8"1' - 3"A80312A80312A80312A803121' - 1 3/4"3' - 9 1/2"8' - 9"5' - 7 1/4"0' - 10 1/2"7' - 3 3/4"EL. 336.67'9D.1041513FFGGOPEN TO BELOW3' - 4"11' - 8"4' - 1 1/2"3' - 0 1/2"10' - 0"3' - 4"2' - 0"0' - 9"0' - 10"26' - 7 1/4"5' - 0"4' - 1"3' - 6 1/2"13' - 9 1/4"5' - 2 1/2"19' - 1 1/2"4' - 8 3/4"8' - 7 1/8"5' - 9 5/8"PM2FM2CEC3EC5EC3FM2CPM1IM1IM1IM1FM2CIM1C.27D.111D.104D.112D.1048' - 6"5' - 2 1/2"IM1IM1IM18' - 7"CM1BATHBEDROOM/LOFT AREASOFFIT ABOVE42" HIGH WALL18" CLR.24" CLR.5' - 0"15' - 4 3/4"2' - 3 1/2"5' - 8"4' - 1"C.17A904101/4" / 12"DECK8' - 1 3/4"8' - 1 3/4"5' - 7 1/4"4' - 3 1/2"0' - 8 3/8"5' - 1 1/4"AB726' - 7 3/4"0' - 1 3/4"0' - 5 1/2"1' - 0 1/4"9' - 4"0' - 11 1/4"2' - 2 3/4"9' - 8"3' - 0"0' - 8"11' - 10"4' - 0"26' - 7 3/4"0' - 1 3/4"12' - 3"4' - 11 5/8"1' - 10 1/2"7' - 6 5/8"EM7PM2IM4EM7PM2EM6C.04D.10112' - 4"4' - 2"EM6FM3CA90411KITCHENLIVING/DININGC.22EC30' - 2 1/2"5' - 10 7/8"3' - 10 1/4"0' - 2"16' - 6"0' - 2"0' - 3"0' - 5"7' - 8 1/8"10' - 4 1/2"8' - 8 7/8"A80312A80312A80312FDEL. 337.50'9A80312D.104D.1064' - 1"2' - 3 1/2"5' - 1"3' - 9 1/2"3' - 7 1/2"2' - 3 1/2"UPIM1P'TRYAB721' - 4"EC3FM2CFM2CIC1C.60A9041242" HIGH WALLBEDROOMLOFT AREAL'DRYCLOSETBATHSOFFIT ABOVE10' - 7 1/4"3' - 4 1/2"9' - 8"3' - 1 3/4"5' - 3 1/2"5' - 0 1/2"3' - 4 1/2"3' - 5 1/2"4' - 2"7' - 8 1/2"6' - 6"2' - 8 1/2"1' - 11"7' - 10 1/2"4' - 8 1/4"3' - 6 1/4"1' - 7"0' - 6 1/2"11' - 0"C.07PM2PM126' - 8 1/2"0' - 1"5' - 6"15' - 10"92' - 8"D.104D.104D.104D.1046' - 2"7' - 5 3/4"13' - 1 3/4"DNIM1IM13' - 9 1/4"18" CLR.24" CLR.AB7526' - 9 1/4"1' - 2"9' - 4"1' - 0 1/4"2' - 1 3/4"9' - 8"3' - 5 1/4"12' - 6"4' - 0"C.03C.22D.101EM7EM7IM4CFM3EM6FM3CEC3EM6KITCHENLIVING/DININGA90411IM4PM20' - 2"5' - 8 7/8"3' - 10 1/4"0' - 2"A80312A803120' - 3"0' - 5"FDD.104D.106EL. 337.75'90' - 4 1/2"11' - 10 1/2"4' - 10 1/2"1' - 7"8' - 3 1/2"7' - 4 3/8"10' - 2 5/8"1' - 7 1/2"12' - 11"1' - 3 1/2"3' - 8 1/2"2' - 3 1/2"5' - 1"3' - 9 1/2"3' - 7 1/2"16' - 6"2' - 2 1/2"2' - 3 1/2"AB754' - 8 1/4"3' - 6 1/4"1' - 7"0' - 6 1/2"11' - 0"21' - 4"0' - 1"1' - 0 3/4"9' - 4"2' - 11 1/4"0' - 2 1/4"9' - 8"3' - 5 1/4"IM1IM1IM1IM1FM2CIC1IM1EC3FM2CC.60C.07D.104D.104D.104D.104BEDROOMCLOSETBATHLOFT AREAL'DRY42" HIGH WALLSOFFIT ABOVE18" CLR.24" CLR.26' - 8 1/2"5' - 3 1/2"8' - 5"3' - 5 1/2"4' - 2"3' - 9 1/4"IM4CPM1A9041226' - 8 1/2"90' - 1 3/4"7' - 3"6' - 6"2' - 8 1/2"1' - 11"8' - 1 1/4"21' - 4"2' - 8"5' - 8 1/2"7' - 5 3/4"13' - 3 1/2"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:19:59 PMA301UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3011/4" = 1'-0"3ATOWNHOUSE A - LEVEL 11/4" = 1'-0"3BTOWNHOUSE A - LEVEL 21/4" = 1'-0"4ATOWNHOUSE A ALT - LEVEL 11/4" = 1'-0"4BTOWNHOUSE A ALT - LEVEL 21/4" = 1'-0"1ATOWNHOUSE B - LEVEL 11/4" = 1'-0"1BTOWNHOUSE B - LEVEL 2905 SF838 SF891 SF1/4" = 1'-0"2ATOWNHOUSE B ALT - LEVEL 11/4" = 1'-0"2BTOWNHOUSE B ALT - LEVEL 2934 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
WHVTOSW/DSINKREF.DWRANGEVTOSSINK2650 TUB/SHWRR&SR&SSD/COSDWFWCWHWCVTOSW/DSINKREF.DWRANGEVTOSSINKDWGESR&S2650 TUB/SHWRR&SR&SSD/COSDWFWCVTOSW/DREF.DWRANGEVTOSSINKSINKWHR&SR&S2650 TUB/SHWRWFSD/COR&SWHWCVTOSW/DSINKR&S2650 TUB/SHWRR&SREF.DWRANGEVTOSSINKSD/COSDWFSINKWHR&SR&S2850 TUB/SHWRREF.DWRANGEVTOSSINKWFSD/COWDWC16' - 0"34' - 0"16' - 0"34' - 0"EW1EW1EW1EW1PW1CW1LIVING/DININGBEDROOMKITCHENBATHSOFFIT ABOVEPW1GUARDRAILPER DETAIL 12/A802W/CDOUBLE LAYER GWB FULL LENGTH OF WALL4' - 4 1/2"6' - 0"5' - 7 1/2"D.16D.0540" MIN. CLR.36 1/2"5' - 4 3/4"6' - 3"9' - 10 1/8"9' - 5 3/8"2' - 2 1/2"10 1/4"0' - 1"5' - 7 3/4"7' - 2 3/4"2' - 11 1/2"0' - 1"6' - 1"3' - 5 1/2"22' - 3"2' - 2 1/2"7' - 2 3/4"6' - 3 1/4"9' - 8 3/4"3' - 1 1/2"2' - 3 1/2"IW1IW1IW1IW1IW1IW1IW1D.18D.18D.08D.02D.0218" MIN. CLR.24" CLR.999CLR.40" MIN.36" CLR.16' - 1"4' - 5 1/2"5' - 10 1/4"5' - 9 1/4"33' - 4 1/2"10 1/4"5' - 4 3/4"6' - 5"9' - 5 3/4"1' - 10 1/4"9' - 4 1/2"16' - 1"0' - 0"5' - 9 3/4"7' - 2 3/4"2' - 11 1/2"0' - 1"33' - 4 1/2"6' - 1"3' - 5 1/2"21' - 7 1/2"2' - 2 1/2"2' - 6"7' - 2 3/4"2' - 4 1/2"9' - 6 1/2"EW1EW1EW1EW1EW1PW1PW3IW1IW1IW1IW1IW1IW1IW1CW1D.16D.18D.18D.02D.08D.02D.05LIVING/DININGBEDROOMKITCHENBATH18" MIN. CLR.24" CLR.GUARDRAILPER DETAIL 12/A8026' - 4 1/4"9' - 8 3/4"3' - 1 1/2"W/C@ RES LEVELS 2-5@ RES LEVEL 1DOUBLE LAYER GWB FULL LENGTH OF WALLD.1799CLR.40" MIN.19' - 0"0' - 1"3' - 9"5' - 8 1/2"5' - 8 1/2"3' - 8"0' - 1"24' - 0"15' - 5 1/2"2' - 3 1/2"5' - 4 3/4"24' - 0"19' - 5"4' - 7"19' - 0"3' - 1 1/8"4' - 8 7/8"2' - 11 1/2"5' - 7 1/2"2' - 7"10"D.02D.02D.11EW1PW1PW1IW1IW1IW1IW1CW1IW110 1/4"W.01D.16W.01D.05LIVING/DININGKITCHENBATHSOFFIT ABOVE18" MIN. CLR.24" CLR.GUARDRAILPER DETAIL 12/A802@ RES LEVELS 2-5@ RES LEVEL 1DOUBLE LAYER GWB FULL LENGTH OF WALLD.17@ RES LEVELS 2-59936" CLR.16' - 0"31' - 9 1/2"31' - 9 1/2"5' - 4 3/4"2' - 3 1/2"11' - 0"12' - 2 1/4"6' - 1"3' - 6 1/4"22' - 2 1/4"5' - 8 3/4"7' - 2 3/4"3' - 0 1/2"6' - 3 1/4"9' - 8 3/4"2' - 3 1/2"0' - 1"10' - 3 1/2"5' - 6 1/2"0' - 1"16' - 0"10"IW1IW1IW1IW1IW1IW1EW1PW1PW1CW1D.18D.18D.08D.05D.02D.12W.0511"LIVING/DININGBEDROOMKITCHENBATHSOFFIT ABOVE18" MIN. CLR.24" CLR.5' - 8 3/4"0' - 6 1/2"2' - 6"3' - 6 1/2"3' - 8 1/4"DOUBLE LAYER GWB FULL LENGTH OF WALL40" MIN. CLR.99919' - 0"24' - 0"12' - 6 1/2"2' - 3 1/2"9' - 2"19' - 0"11' - 0"5' - 7 1/2"2' - 4 1/2"24' - 0"19' - 5"4' - 7"5' - 9 1/4"D.14D.20D.02EW1PW1PW1CW1IW1IW1IW1IW1LIVING/DININGKITCHENBATHSOFFIT ABOVE18"WORKSURFACE 34" MAX. AFFDOUBLE LAYER GWB FULL LENGTH OF WALL0' - 1"3' - 9"5' - 8 1/2"5' - 8 1/2"3' - 8"0' - 1"D.16W.01W.01D.05COUNTERTOP/LIP OF SINK 34" MAX. AFF COUNTERTOP/LIP OF SINK 34" MAX. AFFDROP-IN RANGE99REMOVABLE BASE36" CLR.REMOVABLE BASE30" CLR.REMOVABLE BASE30" CLR.950% MIN. OF R&S WITHIN REACH RANGE, 48" MAX AFF.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:07 PMA302UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3021/4" = 1'-0"1STUDIO A11/4" = 1'-0"2STUDIO A1-ALT1/4" = 1'-0"3STUDIO A21/4" = 1'-0"5STUDIO A31/4" = 1'-0"4STUDIO A2-BF534 SF524 SF454 SF454 SF509 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
WHVTOSW/DREF.DWRANGEVTOSSINKSINKR&S2650 TUB/SHWRR&SR&SWFSDSD/COWCSINKWH2650 TUB/SHWRREF.DWRANGEVTOSSINKVTOSW/DR&SR&SWFSD/COSDWCWHREF.DWRANGEVTOSSINKVTOSW/DSINK2650 TUB/SHWRR&SR&SSDSD/COWFFWCWHREF.DWRANGEVTOSSINKVTOSW/DSINK2650 TUB/SHWRR&SSDSD/COWFFWCWHREF.DWRANGEVTOSSINKVTOSW/DSINK2650 TUB/SHWRR&SWFSD/COSDWCWCWHVTOSW/DREF.DWRANGEVTOSSINKSINKR&SR&SR&S2650 TUB/SHWRSD/COSDWFWC6' - 9 1/2"6' - 2 1/2"5' - 6"5' - 6"31' - 2"23' - 11"0' - 1"12' - 9"2' - 3 1/2"2' - 10 3/4"5' - 10 3/4"0' - 1"31' - 2"13' - 0 1/2"12' - 1 1/2"6' - 0"3' - 4"3' - 11 1/2"5' - 9 1/2"EW1EW1EW1IW1IW1IW1IW1IW1IW1PW3PW1CW1D.02D.02D.02D.02D.03W.06D.09D.05LIVINGDININGBEDROOMBATHKITCHENSOFFIT ABOVESOFFIT ABOVE24" CLR.24' - 0"GUARDRAILPER DETAIL 14/A803EM5EW5W.03FD3' - 6"W/C2' - 9"CLR.18" MIN.24"24' - 1"7' - 8"5' - 3"5' - 4 3/4"5' - 9 1/4"31' - 2"5' - 0"21' - 8"4' - 6"24' - 1"0' - 0"2' - 9 1/2"6' - 6"3' - 3 1/2"5' - 9 3/8"5' - 7 5/8"0' - 1"31' - 2"18' - 1 1/2"12' - 1 3/4"10 3/4"7' - 7 1/2"3' - 1 1/2"8' - 3 1/2"EW1EW1PW3CW1PW1IW1IW1IW1IW1FW2CW1IW4CW1IW1IW1IW1W.06D.16D.02D.02D.05D.02D.02D.05D.11LIVINGDININGKITCHENBEDROOMBATHSOFFIT ABOVE24" CLR.GUARDRAILPER DETAIL 12/A802PW2PW1CW1IW4IW412' - 0 1/4"12' - 0 3/4"@ RES LEVELS 2-5@ RES LEVEL 1D.172' - 9"CLR.18" MIN.2.3CLR.40" MIN.18' - 6"7' - 6"7' - 5 3/4"3' - 6 1/4"38' - 5 1/2"7' - 4"7' - 6"2' - 7 3/4"8' - 7"5' - 5 3/4"2' - 1 1/2"4' - 9 1/2"18' - 6"10' - 2"2' - 9"5' - 7"38' - 5 5/8"4' - 2"3' - 10"14' - 9 1/2"3' - 1 1/2"5' - 7 1/2"6' - 4 1/4"5' - 10 3/4"5' - 2 1/4"1' - 8 1/4"2' - 9 1/8"EW1EW1EW1CW1EW1IW1IW1IW1IW1IW1IW1IW1IW1FW3D.02D.02D.02D.03D.02W.01W.07W.06D.17D.05LIVING/DININGKITCHENBEDROOMBATHL'DRYSOFFIT ABOVE24" CLR.W.05W/CIW418"92.323' - 11 3/4"7' - 5 3/4"7' - 6"4' - 6"4' - 5"0' - 1"38' - 5 1/2"7' - 4"7' - 6"2' - 7 1/2"8' - 7 1/2"5' - 5 1/2"2' - 1 1/2"4' - 9 1/2"23' - 11 3/4"10' - 2"2' - 9"5' - 7"5' - 5 3/4"38' - 5 1/2"4' - 2"3' - 10"24' - 0"5' - 11 3/8"6 1/8"IW1IW1EW1EW1EW1EW1PW1CW1CW1FW3IW4EW1IW1IW1IW1IW1IW1W.06W.03D.17D.02D.02D.02D.05W.06W.07W.01D.02BEDROOMLIVINGBATHL'DRYDININGKITCHENSOFFIT ABOVE24" CLR.DECKGUARDRAILPER 8/A801SLOPE 1/4" / FT.W/CFW324"18"151324' - 1"32' - 4"1' - 0"28' - 7 1/2"1' - 9 1/4"11 1/4"32' - 4"6' - 0"10' - 8 1/2"6' - 7 1/2"7' - 10 3/4"1' - 1 1/4"0' - 1"6' - 1"8' - 4 1/2"9' - 5 1/2"0' - 1"24' - 0"1' - 11"5' - 0"5' - 9"8' - 7 1/4"3' - 1 1/2"CW1CW1IW4FW2PW3EW1EW1EW1PW1IW1IW1IW1IW1IW1IW1D.02D.02D.02LIVINGDININGKITCHENBEDROOMBATHSOFFIT ABOVE24" CLR.18"FW3W/CGUARDRAILPER DETAIL 14/A803FDSLOPE 1/4" / FT TYP.13' - 6"5' - 3 5/8"5' - 3 3/8"W.06W.03D.09D.052' - 9"24"6B6.26.15.25.1B.124' - 0"6' - 8 1/2"6' - 4 1/2"10' - 11"31' - 2"26' - 8"4' - 6"24' - 0"12' - 11"2' - 1 1/2"3' - 1 1/2"5' - 10"31' - 2"13' - 0 1/2"13' - 7 1/2"4' - 6"5' - 3 1/2"3' - 9"D.09D.05D.01D.02D.02D.02D.02W.06CW1PW3EW1EW1EW1EW1IW1IW1IW1IW1IW1IW1EW1PW3LIVINGDININGKITCHENBEDROOMBATHSOFFIT ABOVESOFFIT ABOVE2' - 9"24"18" MIN. CLR.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:17 PMA303UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3031/4" = 1'-0"11 BR B11/4" = 1'-0"31 BR B21/4" = 1'-0"41 BR B31/4" = 1'-0"51 BR B41/4" = 1'-0"61 BR B5682 SF661 SF684 SF812 SF698 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.1/4" = 1'-0"21 BR B1699 SF104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
REF.RANGEVTOSSINKDW5 SH.R&SWH2850 TUB/SHWRWFFSD/COSDDWWCEESINKW H VTOSW/DSINKR&S2650 TUB/SHWRSD/COSDWFR&SR&SREF.DWRANGEVTOSSINK5 SH.WCW H VTOSW/DREF.DWRANGEVTOSSINKSINKR&S2650 TUB/SHWRSDSD/COWFR&SR&SWCWHREF.RANGEVTOSSINKDWSINK40210 SHWRSINKVTOSW/D2650 TUB/SHWRR&SWFFSD/COSDWCSDR&SR&SWCWHVTOSW/DSINKR&S2650 TUB/SHWRR&SREF.DWRANGEVTOSSINKWFSDSD/COWCWCWHREF.RANGEVTOSSINKDWVTOSW/D5 SH.R&SSINKR&S2650 TUB/SHWRWFFWCEEE2.331' - 2 3/4"31' - 10 3/4"5' - 11 3/4"17' - 7 1/4"5' - 7 1/2"2' - 1"7 1/4"5' - 9 1/2"5' - 9 1/2"9' - 5"10' - 9 1/2"31' - 10 3/4"5' - 1 1/2"8' - 10"2' - 3 1/2"4' - 10 1/2"2' - 6 1/2"2' - 2 1/2"6' - 0 1/4"1' - 4"3' - 5"1' - 10"EW1EW1EW6EW1IW4FW2IW4FW2CW1IW1PW1EW1IW1IW1IW2IW1IW1IW1IW1IW1IW1D.20D.13D.09D.05D.12D.20D.01W.18W.19W.10W.16D.139' - 4 3/4"6' - 1 1/2"4' - 11"6' - 1 1/2"4' - 8"LIVINGDININGKITCHENBEDROOMBATH18"GUARDRAILPER DETAIL 14/A803DECKSLOPE 1/4" / FT.WORKSURFACE 34" MAX. AFF2' - 11 1/2"COUNTERTOP/LIP OF SINK 34" MAX. AFFDROP-IN RANGE34" HIGH COUNTERTOP994' - 0"99REMOVABLE BASE30" CLR.REMOVABLE BASE30" CLR.12"REMOVABLE BASE CABINET AND END PANEL50% MIN. OF R&S WITHIN REACH RANGE, 48" MAX AFF.93 ' - 4 1 /2 "0 ' - 1 "1 ' - 1 0 1 /2 "20' - 4 3/4"3' - 5 3/4"5' - 10"5' - 10"5' - 3"21' - 5 1/4"14' - 8 1/4"6' - 9"20' - 0"37' - 10 1/4"0' - 2"14' - 7 5/8"5' - 7 1/2"3' - 11 5/8"2' - 11 1/2"7' - 3 1/2"3' - 2 1/2"2' - 9"1 5 0 .0 °PW1EW1EW1PW3CW17' - 3"5' - 11 1/2"1' - 3 1/2"5 ' - 9 3 /4 "CW1CW1IW1IW1IW1FW2IW1IW1IW1D.02D.02D.02D.20D.05W.01D.16W.01W.09LIVING/DININGKITCHENBEDROOMBATHSOFFIT ABOVE24" CLR.GUARDRAILPER DETAIL 12/A80230.0°W/C2' - 9"CLR.18" MIN.912"36"STACKED FRONT LOAD21' - 5 1/4"14' - 8 1/4"6' - 9"3 ' - 4 1 /2 "0 ' - 1 "1 ' - 1 0 1 /2 "1 5 0 .0 °15' - 1"4' - 0"5' - 10"5' - 3"20' - 0"32' - 6"9' - 5 1/2"5' - 7 1/2"3' - 11 1/2"2' - 11 1/2"7' - 3 1/2"3' - 2 1/2"7' - 3"5' - 11 1/2"1' - 3 1/2"5 ' - 1 0 "2' - 9"PW1EW1EW1IW1CW1CW1IW1IW1IW1IW1CW1FW2CW1D.02D.02D.02D.20D.05W.09W.01D.17LIVING/DININGKITCHENBEDROOMBATHSOFFIT ABOVE24" CLR.30.0°W/C2' - 9"CLR.18" MIN.12"36""OPTION B" BATHROOM27' - 3 1/2"5' - 6 1/2"5' - 6 1/2"8' - 1 1/4"8' - 1 1/4"38' - 9"0' - 1"2' - 7"8' - 5 1/2"10' - 6"11' - 1 1/2"6' - 0"27' - 4 1/2"0' - 1"7' - 4"8' - 11 1/2"11' - 0"38' - 9"7' - 6 3/4"13' - 0"5' - 0"6' - 0"7' - 2 1/4"EW1EW1EW1EW1IW1IW16' - 6"4' - 9 5/8"10' - 5"1' - 0"7' - 2 3/8"3' - 0 1/4"3' - 0"6' - 4"3' - 5 1/8"135.0°EW5PW3CW1PW1IW1IW2IW1IW1IW1IW1FW2IW1IW1IW2IW1W.06W.03D.09D.02W.11W.12W.10D.02D.12D.02D.02D.05LIVINGDININGKITCHENBEDROOMBATHBATHDENSOFFIT ABOVESOFFIT ABOVE24" CLR.DECKSLOPE 1/4" / FT.GUARDRAILPER DETAIL 14/A803EB4135.0°W/C3' - 2"CLR.18" MIN.18"2' - 9"34" HIGH COUNTERTOP912"36"29' - 8"6' - 9 1/2"6' - 2 1/2"2' - 1 1/2"3' - 5 1/4"7' - 0"4' - 1 1/4"31' - 2"29' - 8"11' - 9 3/4"2' - 3 1/2"5' - 5 3/4"10' - 1"31' - 2"14' - 2 3/4"6' - 0"10' - 11 1/4"3' - 4"5 1/2"3' - 7"7' - 2 3/4"EW1EW1EW1PW1PW1PW1CW1PW1IW1IW1IW1IW1IW1IW1W.06W.03W.07D.02D.02D.01D.05D.11D.09LIVINGDININGKITCHENBATHBEDROOMSOFFIT ABOVESOFFIT ABOVE24" CLR.CLR.18" MIN.912"36"2.3EW1FW2IW4FW2CW1EW1EB4W.18W.19W.10W.10D.055' - 9 1/2"5' - 4 7/8"9' - 9 5/8"10' - 9 1/2"1' - 10 1/8"IW2IW1IW2IW1IW1IW1IW1IW1IW1IW1IW1D.02D.02D.02D.12D.1331' - 9 1/2"31' - 10 3/4"5' - 1 1/2"6' - 1 1/2"5' - 3 1/2"4' - 7"2' - 7"2' - 5 3/4"5' - 7 1/2"0' - 1"31' - 9 1/2"10' - 5"5' - 8"5' - 2 1/2"5' - 10"4' - 8"31' - 10 3/4"24' - 2 1/4"3' - 9 1/2"1' - 10"2' - 1"3' - 6"4' - 3 1/2"6' - 6"18"3' - 6"9912"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:28 PMA304UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3041/4" = 1'-0"21 BR B6-BF1/4" = 1'-0"31 BR B71/4" = 1'-0"41 BR B7-ALT1/4" = 1'-0"51 BR B8786 SF992 SF639 SF744 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.1/4" = 1'-0"61BR B9681 SF1/4" = 1'-0"11 BR B6789 SF104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET601/27/2017TBPOST PERMIT REVISIONS905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
WHVTOSW/DSINKSINK40210 SHWRR&S2650 TUB/SHWRR&SREF.DWRANGEVTOSSINKSD/COSDFSD/COSDWCR&SR&SWFWCWHSINK40210 SHWRVTOSW/DR&SSINK2650 TUB/SHWRR&SREF.RANGEVTOSSINKDWWFFSD/COSD/COSDSDWCR&SR&SWCR A NG E
V T O S
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VTOSW/DSINKSINKREF.DWRANGEVTOSSINKR&S2650 TUB/SHWR5 SH.R &S
2650TUB/SHWRWFFFSD/COSDSDWCWCR A NG E
V T O S
SI N K
SINKR&S2850 TUB/SHWRREF.DWRANGEVTOSSINKSDFW/D COMBOW HSINK2650TUB/SHWRWFFSD/COSDWCWCR&SWHVTOSW/DSINKSINK40210 SHWRR&S2650 TUB/SHWRR&SREF.DWRANGEVTOSSINKSD/COSDSD/COSDWCR&SR&SWFWCF"OPTION B" BATHROOM32' - 1"35' - 0"5' - 11 1/2"5' - 6 1/2"5' - 11 1/4"7' - 4 1/4"4' - 10"5' - 4 1/2"32' - 0"35' - 0"EW3EW3EW3PW3CW1PW1EW1EW3EW3KITCHENDININGLIVINGBEDROOMBATHBEDROOMBATHSOFFIT ABOVESOFFIT ABOVE2' - 0"10' - 10"2' - 5 1/2"8' - 7 1/2"2' - 3 1/2"5' - 9 1/2"11' - 8"3' - 2"6' - 11"12' - 3"1' - 0"4' - 6 3/4"6' - 8 3/4"IW1IW1IW1IW1IW1IW2IW1IW2D.02D.02D.02D.02D.12D.023' - 9 1/2"4' - 2 1/2"6' - 7 3/4"6' - 8 3/4"5' - 2"5' - 6 1/2"EW1D.024' - 0"15' - 3"1' - 5 1/4"3' - 2 1/2"6' - 11 1/2"D.12D.0518" CLR.24" CLR.W/CGUARDRAILPER DETAIL 12/A802W.03D.16W.04W.15W.06CLR.18" MIN.18"2' - 9"W.1334" HIGH COUNTERTOP12"36""OPTION B" BATHROOM27' - 3 1/2"5' - 6 1/2"5' - 6 1/2"8' - 1 1/4"8' - 1 1/4"38' - 9"2' - 8"8' - 5 1/2"10' - 6"11' - 1 1/2"6' - 0"27' - 4 1/2"7' - 5"8' - 11 1/2"11' - 0"38' - 9"7' - 6 3/4"13' - 0"5' - 0"2' - 3 1/2"3' - 8 1/2"7' - 2 1/4"6' - 1 3/4"2' - 11 1/2"6' - 3 1/4"4' - 6 3/8"6' - 5"135.0°4 5 .0 °2' - 10 1/2"4' - 9 5/8"11' - 1 1/8"2' - 11 3/8"EW1EW1EW1IW1IW1IW2IW1PW3EW5CW1PW1IW1IW2IW1IW1IW1IW1EW1IW1IW1D.02W.03D.09W.06W.06W.08D.05D.02D.02D.02D.02D.12D.12LIVINGDININGKITCHENBEDROOMBATHBATHBEDROOMSOFFIT ABOVESOFFIT ABOVE24" CLR.W.041' - 0"2' - 9"18"CLR.18" MIN.34" HIGH COUNTERTOP912"36"929' - 11"0' - 1"5' - 7 3/4"5' - 2 1/4"4' - 8"8' - 7 1/2"5' - 8 1/2"25' - 3 1/2"2' - 9 5/8"2' - 9 3/4"7' - 9 1/8"8' - 8 3/8"3' - 2 1/2"120.0°34' - 6"9' - 9 1/8"5' - 5 1/2"5' - 3 1/2"10' - 1 3/4"3' - 10 1/8"42' - 5 1/2"4' - 3 1/2"10' - 7 1/4"5' - 11 1/8"0' - 9 1/2"15' - 6 3/4"120.0°14' - 5 5/8"2' - 0 7/8"11' - 9"2' - 9 1/2"EW1PW3EW1EW1PW1IW1IW1IW1IW1IW2CW1IW1IW1IW1IW1IW1IW1IW1W.18W.01D.16W.01W.19W.17D.12D.02D.02D.02D.02D.02D.02D.05BEDROOMKITCHENDININGLIVINGBATHL'DRYBATHBEDROOMSOFFIT ABOVESOFFIT ABOVED.2124" CLR.24" CLR.W/CGUARDRAILPER DETAIL 12/A802CLR.18" MIN.3 ' - 9 "60.0°CLR.18" MIN.2' - 9"9' - 8 1/2"2' - 3 1/2"7' - 2 3/4"15' - 0 3/4"1' - 2"7' - 0"10' - 11"19' - 0"12"36"929' - 11"0' - 1"5' - 7 3/4"5' - 8 1/4"4' - 1 3/4"8' - 7 3/4"5' - 8 1/2"25' - 3 1/2"2' - 9 5/8"10' - 6 7/8"8' - 8 1/2"3' - 2 3/8"34' - 6"42' - 5 1/2"8' - 2"11' - 10"10' - 6 1/2"2' - 2 1/2"9' - 8 1/2"2' - 7 3/4"6' - 7"1' - 9 1/4"3' - 0"4' - 7 1/2"1' - 7 3/4"5' - 7 3/4"3' - 1 5/8"120.0°IW1EW1EW1EW1CW1PW3IW1IW1IW1IW1IW2IW1D.12W.18W.01D.16W.01W.19W.17D.20D.20DININGKITCHENLIVINGBEDROOMBATHBATHL'DRYBEDROOMSOFFIT ABOVESOFFIT ABOVED.05D.21CLR.24" MIN.9' - 4 3/8"6' - 5 1/2"4' - 3 1/2"14' - 4 5/8"11' - 10 1/4"6' - 11 1/8"7' - 6 3/8"1' - 2"7' - 4 3/4"WORKSURFACE 34" MAX. AFFIW2D.20D.20D.20W/CCLR.18" MIN.120.0°150.0°60.0°3 0 .0 °11' - 5"18' - 6"2' - 11"2' - 9"18"CLR.15" MIN.COUNTERTOP/LIP OF SINK 34" MAX. AFFDROP-IN RANGE99COUNTERTOP/LIP OF SINK 34" MAX. AFF. REMOVABLE BASE CABINET AND END PANEL3 ' - 6 "12"36"REMOVABLE BASE30" CLR.REMOVABLE BASE30" CLR.50% MIN. OF R&S WITHIN REACH RANGE, 48" MAX AFF.915' - 3"PW3EW1EW1EW1EW1EW1EW1EW1PW1KITCHENDININGLIVINGBEDROOMBATHBEDROOMBATHW/CW.06W.15W.13W.04D.16D.0532' - 1"35' - 0"5' - 11 1/2"5' - 6 1/2"5' - 11 1/4"7' - 4 1/4"4' - 10"5' - 4 1/2"32' - 0"35' - 0"11' - 8"3' - 2"6' - 11"12' - 3"1' - 0"4' - 6 3/4"6' - 8 3/4"3' - 9 1/2"4' - 2 1/2"6' - 7 3/4"6' - 8 3/4"5' - 2"5' - 6 1/2"1' - 5 1/4"3' - 2 1/2"6' - 11 1/2"18" MIN. CLR.18"2' - 9"2' - 0"10' - 10"2' - 5 1/2"8' - 5 3/4"2' - 3 1/2"5' - 11 1/4""OPTION B" BATHROOM34" HIGH COUNTERTOP912"36"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:38 PMA305UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3051/4" = 1'-0"22 BR C1 @ R1-41/4" = 1'-0"32 BR C21/4" = 1'-0"42 BR C31/4" = 1'-0"52 BR C3-BF992 SF1,013 SF1,013 SF1,010 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.1/4" = 1'-0"12 BR C1 @ R51,010 SF104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
WHVTOSW/DRANGEVTOSSINKSINKSINKDWREF.4032 SHWR5 SH.R&S2650 TUB/SHWRR&SSDSDSD/COSD/COFWFR&SR&SWCWCSINKSINKDWRANGEVTOSREF.R&SSINKWHR&S2650 TUB/SHWRR&SSINK4032 SHWRWFFFSDSDSD/COSD/CODWWCEWCWHSINKDWRANGEVTOSREF.R&SSINKR&S2650 TUB/SHWRR&SSINKSINK4032 SHWRSDSDSD/COSD/COFFWFWDWCWCWHREF.DWRANGEVTOSSINKVTOSW/DSINKSINK40210 SHWRR&S2650 TUB/SHWRR&SSD/COSDSDSD/COFWFWCR&SR&SWC27' - 2"13' - 10 7/8"28' - 8"24' - 0"24' - 0"6' - 11 1/2"8' - 5 1/2"8' - 6 1/2"16' - 3 1/2"7' - 8 1/2"6' - 0"9' - 4 1/2"11' - 9 1/2"5' - 11"2' - 9"7' - 5 1/4"2' - 3 1/2"5' - 7 3/4"4' - 7 1/2"16' - 3 1/2"4' - 6 1/2"3' - 2"CW1PW1CW1CW1IW1IW1IW1IW1IW1IW1IW1EW1EW1EW1IW1IW1IW1IW2IW1IW2IW1CW1IW1IW1D.02D.02D.02D.02D.02D.13D.02D.02BATHBEDROOMLIVINGDININGKITCHENBEDROOMBATHSOFFIT ABOVESOFFIT ABOVE18"CLR.24" MIN.CLR.24" MIN.PW1PW2W/CPW1W/CIW4IW4IW40' - 6 1/4"4' - 1 1/2"2' - 11 1/2"4' - 9"3' - 5 1/4"3' - 5 1/4"45.0°4 5 .0 °4' - 3 1/2"2' - 11 1/2"4' - 7 3/4"11' - 5 1/2"@ RES LEVELS 2-5@ RES LEVEL 15' - 4"3' - 1 1/2"4' - 3 1/4"4' - 3 1/4"4' - 0"2' - 8 7/8"D.05W.03D.17D.16GUARDRAILPER DETAIL 12/A802@ RES LEVELS 2-5CLR.18" MIN.3' - 7 1/2"5' - 11"3' - 11"3' - 2"2' - 3 1/2"CLR.40" MIN.CLR.40" MIN.24' - 0"3' - 2 1/2"8' - 0 1/2"2' - 3 1/2"10' - 5 1/2"48' - 9"5' - 11 1/2"5' - 9 1/2"5' - 3 1/2"3' - 7 1/2"6' - 7 3/4"6' - 7 1/2"3' - 11 1/4"5' - 5 3/4"5' - 4 3/4"24' - 0"5' - 2 7/8"5' - 3 3/4"1' - 9 3/8"9' - 5 1/2"2' - 2 1/2"48' - 9"8 3/4"9' - 4"8' - 10"16' - 4 3/4"2' - 3 1/2"5' - 7 1/2"5' - 6 1/2"6' - 11"7' - 3 1/2"9' - 1"1' - 10 1/2"PW1EW1EW1IW4IW4FW2FW2IW1IW1IW1IW1IW2IW1IW1IW1IW1D.02D.02D.02D.20D.05D.02D.02D.02D.17W.03D.17W.03W.03W.02W.02BEDROOMBATHL'DRYLIVINGDININGKITCHENBEDROOMBATHCLR.24" MIN.18"CLR.24" MIN.W/CCW1PW4D.12CLR.18" MIN.2X630" MIN. CLR.912"36"CLR.40" MIN.CLR.40" MIN.23' - 11"5' - 1 7/8"4' - 11 1/8"2' - 1"9' - 6 1/2"2' - 2 1/2"48' - 9"5' - 4 1/2"5' - 9 1/2"3' - 7 3/4"6' - 7 1/2"6' - 7 3/4"3' - 11"5' - 3 1/2"5' - 5 1/2"6' - 0"11' - 2"2' - 3 1/2"10' - 5 1/2"1"23' - 11"48' - 9"5' - 4 3/4"2' - 3 1/2"5' - 5 3/4"9' - 7 1/8"8' - 8 5/8"10' - 11 1/4"7' - 3 1/2"6' - 9"9' - 1 1/2"PW1PW1PW1CW1PW1EW1EW1IW1IW1IW1IW1IW1IW1IW1IW1IW1IW1IW1PW4IW1W.02W.02D.17W.03D.17W.03W.03D.02D.02D.02D.05D.02D.02D.02D.12D.02KITCHENDININGLIVINGBEDROOMBATHBEDROOMBATHL'DRYSOFFIT ABOVESOFFIT ABOVE18"24" CLR.24" CLR.W/CIW2DOUBLE LAYER GWB FULL LENGTH OF WALL2X62' - 9"CLR.18" MIN.930" MIN. CLR.12"36"32' - 0"2' - 0"10' - 10"2' - 5 1/2"8' - 7 1/2"2' - 3 1/2"5' - 9 1/2"35' - 0"32' - 0"0' - 1"12' - 4"10' - 2 1/4"12' - 4 3/4"35' - 0"1' - 6 3/4"7' - 4 1/2"2' - 8 1/4"6' - 8 3/4"3' - 3"16' - 5 1/2"15' - 3 1/4"7' - 2"D.02D.02D.02D.02D.02D.02D.12D.11DININGKITCHENBEDROOMBATHBEDROOMLIVINGBATHEW1EW1EW1EW1EW1IW1IW1IW1IW1IW1IW1IW1IW2PW1CW1IW1SOFFIT ABOVESOFFIT ABOVESOFFIT ABOVE18" CLR.24" CLR.24" CLR.OPTION B BATHROOM11' - 6"13' - 3 1/2"10' - 1 1/2"0' - 1"8' - 0"12' - 11"11' - 1"@ LEVEL R2-R5@ LEVEL R2-R5@ LEVEL R2-R5W/C@ RES LEVELS 2-5@ RES LEVEL 1@ LEVEL R1D.17D.17GUARDRAILPER DETAIL 12/A802GUARDRAILPER DETAIL 12/A802D.16D.16135.0°18"3' - 0 1/2"3' - 2"CLR.18" MIN.12"36"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:46 PMA306UNIT PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A3061/4" = 1'-0"12 BR C41/4" = 1'-0"22BR C51/4" = 1'-0"32BR C61,199 SF1,078 SF1,058 SFSYMBOLS & LEGEND:EXHAUST FAN PER IBC TABLE 403.3. SEE SECTION A0 FOR ENERGY COMPLIANCE.110V SMOKE DETECTOR PER IBC SECTION 907.2.11.2 W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS. SEE UNIT PLANS.SD/CODENOTES COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IBC SECTIONS 907.2.11.2 AND 908.7. 110V W/ DISCONNECTION SWITCH & BATTERY BACKUP, INTERCONNECT WITHIN INDIVIDUAL DWELLING UNITS . SEE UNIT PLANS.FINDICATES WINDOW TYPE: SEE WINDOW SCHEDULE IN SECTION A4.INDICATES DOOR TYPE: SEE DOOR SCHEDULE IN SECTION A4.INDICATES WALL TYPE: SEE WALL ASSEMBLY SCHEDULE00111INDICATES 60" DIAMETER UNOBSTRUCTED FLOOR SPACE. SEE UNIT PLANS AND ENLARGED PLANSINDICATES 30" X 48" MANEUVERING SPACE. SEE UNIT PLANS AND ENLARGED PLANS.EMERGENCY LIGHT PER IBC 1006.EEXITILLUMINATED EXIT SIGN AS NOTED AND PER IBC 1011.F.E. FIRE EXTINGUISHERS PER IFC SECTION 906.SDSD/COWHOLE HOUSE EXHAUST FAN PER IMC SECTION 403.8.6.WFTYPICAL PLAN NOTES:DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.), FACE OF POST (F.O.P.) OR CENTERLINE OF PARTY WALLS, CENTERLINE OF DOORS, AND CENTERLINE OF WINDOWS U.N.O. VERIFY ALL DIMENSIONS.WALL CONSTRUCTION:TYPE IA:EXTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.), INTERIOR WALLS TO BE CONCRETE PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 3 HOUR FIRE RATED CONSTRUCTION.TYPE VA:EXTERIOR WALLS TO BE 2X6 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.) INTERIOR WALLS TO BE 2X4 WOOD STUDS PER STRUCTURAL TYP. (U.N.O.)*EXTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION, INTERIOR BEARING WALLS TO BE OF 1 HOUR FIRE RATED CONSTRUCTION.1.2.FOR FLOOR/CEILING AND ROOF/CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A6 AND WALL SECTIONS IN SECTION A7. FLOOR AND ROOF ASSEMBLIES TO BE OF 1 HOUR FIRE RATED CONSTRUCTION TYP. (U.N.O.)FOR PLATE HEIGHTS SEE BUILDING SECTIONS IN SECTION A6, WALL SECTIONS A7 & CORE SECTIONS IN SECTION A9.FOR DOOR HEAD HEIGHTS SEE DOOR SCHEDULE(S) IN SECTION A4.FOR WINDOW HEAD/SILL HEIGHTS SEE WINDOW SCHEDULE(S) IN SECTION A4SEE EGRESS, FIRE, AND SMOKE DIAGRAMS IN SECTOIN 'A0' FOR LOCATIONS OF EXIT SIGNS AND FIRE EXTINGUISHERS3.4.5.6.7.8.UNIT PLAN NOTES1.2.3.4.5.6. FOR WALL TYPES AND ASSEMBLIES, SEE BUILDING FLOOR PLANS.SEE UNIT AREA SUMMARIES IN SECTION A0 FOR UNIT TYPES.PROVIDE 12" WIDE UPPER CABINET AND 14" WIDE SOFFIT AT KITCHENS PER UNIT PLANS AND OWNER'S SPECIFICATIONS.AT TUBS AND SHOWERS, EXTEND TYPE 'X' GWB TO BASE PLATE, TO ACHIEVE FIRE RATING USE WR GWB OVER SUCH TYPE 'X' LAYER AS REQUIRED.REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS PER ICC/ANSI A117.1-2009 SEC. 1003.11.4 AND 1004.11.2.SEE SECTION A0 FOR BARRIER-FREE REQUIREMENTS FOR COUNTERS, WORKSURFACES, BATHROOMS ETC @ TYPE 'A' DWELLING UNITS.1/4" = 1'-0"42 BR C71,010 SF104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
AASTOREFRONTBBSTOREFRONTCCSTOREFRONTDDSTOREFRONTFFSTOREFRONT WITH SINGLE SWING DOORGGSTOREFRONT WITH DOUBLE SWING DOORHHSTOREFRONT WITH DOUBLE SWING DOORLLSTOREFRONT WITH SINGLE SWING DOORMMSTOREFRONTRRSTOREFRONTSILLHWTHEADWTWTHHEADWSILLHHEAD7' - 0"3' - 0"THHEADW6' - 0"7' - 0"THHEADW7' - 0"6' - 0"HHEADW7' - 0"3' - 0"THHEADWWSILLHHEADWTHHEADTT1' - 6"1' - 6"SILLHHEADCASEMENT EMERGENCY ESCAPE AND RESCUE OPENING WHERE SHOWN IN ELEVATIONS2' - 0"EESTOREFRONTWSILLHHEADTJJSTOREFRONT WITH SINGLE SWING DOORKKSTOREFRONTWTHHEAD2' - 0"NNSTOREFRONT WITH SINGLE SWING DOORPPSTOREFRONT7' - 0"3' - 0"THHEADWWSILLHHEAD1' - 6"SSSTOREFRONT WITH SINGLE SWING DOORTTINTERIORUUSTOREFRONT7' - 0"3' - 0"SILLHHEADWWSILLHHEADWTHHEAD2' - 0"VVSTOREFRONTSILLHWHEADSEE ELEVATION FOR LOUVER AND SPANDREL LOCATIONSWWSTOREFRONTWSILLTHHEADSEE ELEVATION FOR LOUVER AND SPANDREL LOCATIONSSEE ELEVATION FOR LOUVER AND SPANDREL LOCATIONSSEE ELEVATION FOR LOUVER AND SPANDREL LOCATIONSSEE ELEVATION FOR LOUVER AND SPANDREL LOCATIONSMIN.0' - 10"MIN.0' - 10"MIN.0' - 10"MIN.0' - 10"MIN.0' - 10"MIN.0' - 10"999999910"7' - 0"3' - 0"WHHEADSILLAAINTERIOR -SWINGBBINTERIOR -GLAZED -SWINGCCINTERIOR -SWING -DOUBLEDDINTERIOR -GLAZED -SWING -DOUBLEEEINTERIOR -BI-PASSFFINTERIOR -HALF-LITE -SWINGGGEXTERIOR -SWINGHHEXTERIOR -SWING -GATEHWHWHWHWHWHWHWHWJJOVERHEAD -COILINGSOLIDKKWALL HUNG -DOUBLEWHHWLLSLIDING GARAGE ACCESS DOORHWMMEXTERIOR -GLAZED -SWINGHWNNOVERHEAD -COILINGGRILLEHWPPWALL HUNG-SINGLEMIN.0' - 10"MIN.0' - 10"MIN.0' - 10"999(43" MAX.)40"35"2' - 2"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:20:50 PMA401TYPE IA CONSTRUCTIONDOOR AND WINDOWSCHEDULES201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A401GLAZING SCHEDULE TYPE IA3d STYLE COUNTSIZELEVEL HEAD SILL FIRE RATING MATERIAL FINISH MIN. U-VALUEMAX.SGHCSAFETYGLAZINGNOTESWHTC.03 JJ 1 9' - 4" 7' - 9" PARKING LEVEL 1 8' - 0" 0' - 3" METAL PRE-FINISHED 0.36 0.35C.04 JJ 1 9' - 4" 8' - 0" PARKING LEVEL 1 8' - 0" 0' - 0" METAL PRE-FINISHED 0.36 0.35C.05 AA 3 9' - 8" 8' - 8" 2' - 0" PARKING LEVEL 1 8' - 8" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.06 AA 1 11' - 0" 8' - 8" 2' - 0" PARKING LEVEL 1 8' - 8" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.07 AA 2 9' - 8" 7' - 10" 2' - 0" LOFT LEVEL 7' - 10" 0' - 0" METAL PRE-FINISHED 0.36 0.35 EMERGENCY ESCAPEAND RESCUEC.08 AA 3 9' - 8" 7' - 10" 2' - 0" LOFT LEVEL 7' - 10" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.09 AA 1 11' - 0" 7' - 10" 2' - 0" LOFT LEVEL 7' - 10" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.11 BB 1 8' - 0" 10' - 6" 2' - 0" COMMERCIAL LVL 2 11' - 6" 1' - 0" METAL PRE-FINISHED 0.34 0.35C.12 BB 1 8' - 0" 10' - 2" 2' - 0" COMMERCIAL LVL 2 11' - 6" 1' - 4" METAL PRE-FINISHED 0.34 0.35C.13 BB 1 8' - 0" 9' - 10" 2' - 0" COMMERCIAL LVL 2 11' - 6" 1' - 8" METAL PRE-FINISHED 0.34 0.35C.14 BB 1 8' - 0" 9' - 6" 2' - 0" COMMERCIAL LVL 2 11' - 6" 2' - 0" METAL PRE-FINISHED 0.34 0.35C.15 UU 3 7' - 6" 9' - 0" 2' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.16 KK 1 10' - 0" 9' - 0" 2' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.40 0.35C.17 CC 2 2' - 0" 6' - 8" 2' - 0" LOFT LEVEL 6' - 8" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.18 DD 1 11' - 8" 5' - 6" 2' - 0" PARKING LEVEL 1 17' - 6" 12' - 0" METAL PRE-FINISHED 0.34 0.35C.20 EE 1 6' - 4" 5' - 6" 2' - 0" COMMERCIAL LVL 1 18' - 4" 12' - 10" METAL PRE-FINISHED 0.30 0.40C.21 EE 1 6' - 0" 6' - 0" 2' - 0" RES. AMENITY 9' - 0" 3' - 0" METAL PRE-FINISHED 0.34 0.35C.22 DD 2 9' - 8" 6' - 6" 2' - 0" PARKING LEVEL 1 8' - 6" 2' - 0" METAL PRE-FINISHED 0.34 0.35C.23 WW 2 4' - 1" 5' - 6" 2' - 0" PARKING LEVEL 1 17' - 6" 12' - 0" METAL PRE-FINISHED 0.34 0.35C.25 HH 1 6' - 4" 11' - 10" COMMERCIAL LVL 1 11' - 10"0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.27 FF 2 10' - 0" 7' - 10" LOFT LEVEL 7' - 10" 0' - 0" METAL PRE-FINISHED 0.36 0.35 YesC.28 LL 1 4' - 6" 9' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.29 LL 1 5' - 6" 9' - 4" COMMERCIAL LVL 1 9' - 4" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.30 MM 5 8' - 0" 3' - 6" 2' - 0" COMMERCIAL LVL 2 16' - 0" 12' - 6" METAL PRE-FINISHED 0.34 0.35C.31 MM 3 7' - 6" 2' - 0" 2' - 0" RES. AMENITY 12' - 0" 10' - 0" METAL PRE-FINISHED 0.34 0.35C.32 MM 1 6' - 0" 2' - 0" 2' - 0" RES. AMENITY 12' - 0" 10' - 0" METAL PRE-FINISHED 0.34 0.35C.33 MM 1 6' - 4" 2' - 0" 2' - 0" RES. AMENITY 12' - 0" 10' - 0" METAL PRE-FINISHED 0.34 0.35C.34 VV 2 10' - 0" 2' - 0" 2' - 0" RES. AMENITY 12' - 0" 10' - 0" METAL PRE-FINISHED 0.34 0.35C.35 NN 1 8' - 0" 11' - 6" COMMERCIAL LVL 2 11' - 6" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.36 PP 2 4' - 6" 2' - 0" 2' - 0" RES. AMENITY 12' - 0" 10' - 0" METAL PRE-FINISHED 0.34 0.35C.38 RR 1 4' - 6" 9' - 0" 2' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.39 SS 2 10' - 0" 9' - 4" COMMERCIAL LVL 1 9' - 4" 0' - 0" METAL PRE-FINISHED 0.36 0.35 YesC.40 TT 2 5' - 0" 5' - 0" LOFT LEVEL 7' - 0" 2' - 0" METAL PRE-FINISHED - -C.42 TT 4 8' - 0" 6' - 6" RES. AMENITY 10' - 0" 3' - 6" METAL PRE-FINISHED - - YesC.43 TT 1 6' - 0" 6' - 6" RES. AMENITY 10' - 0" 3' - 6" METAL PRE-FINISHED - - YesC.45 AA 1 9' - 8" 11' - 10" 2' - 0" COMMERCIAL LVL 1 11' - 10" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.46 LL 1 6' - 4" 9' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.47 DD 1 13' - 8" 5' - 6" 2' - 0" COMMERCIAL LVL 1 18' - 4" 12' - 10" METAL PRE-FINISHED 0.34 0.35C.48 AA 1 13' - 8" 11' - 0" 2' - 0" COMMERCIAL LVL 1 11' - 10" 0' - 10" METAL PRE-FINISHED 0.34 0.35C.49 DD 1 9' - 8" 5' - 6" 2' - 0" LOFT LEVEL 7' - 10" 2' - 4" METAL PRE-FINISHED 0.34 0.35C.50 AA 1 9' - 8" 11' - 0" 2' - 0" PARKING LEVEL 1 11' - 0" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.51 DD 2 11' - 0" 5' - 6" 2' - 0" LOFT LEVEL 7' - 10" 2' - 4" METAL PRE-FINISHED 0.34 0.35C.52 AA 1 11' - 0" 11' - 0" 2' - 0" PARKING LEVEL 1 11' - 0" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.53 GG 1 11' - 0" 11' - 0" 2' - 0" PARKING LEVEL 1 11' - 0" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.54 GG 1 11' - 8" 11' - 0" 2' - 0" PARKING LEVEL 1 11' - 0" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.55 RR 2 4' - 1" 11' - 0" 2' - 0" PARKING LEVEL 1 11' - 0" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.56 BB 1 8' - 4" 11' - 0" 2' - 0" COMMERCIAL LVL 1 11' - 10" 0' - 10" METAL PRE-FINISHED 0.34 0.35C.57 BB 3 8' - 4" 9' - 6" 2' - 0" COMMERCIAL LVL 1 11' - 10" 2' - 4" METAL PRE-FINISHED 034 0.35C.58 EE 4 8' - 4" 5' - 6" 2' - 0" COMMERCIAL LVL 1 18' - 4" 12' - 10" METAL PRE-FINISHED 0.34 0.35C.59 FF 1 10' - 0" 9' - 0" RES. AMENITY 9' - 0" 0' - 0" METAL PRE-FINISHED 0.34/0.60 DOOR 0.35 YesC.60 AA 2 9' - 4" 7' - 10" 2' - 0" LOFT LEVEL 7' - 10" 0' - 0" METAL PRE-FINISHED 0.34 0.35C.61 DD 1 9' - 8" 5' - 6" 2' - 0" COMMERCIAL LVL 1 18' - 4" 12' - 10" METAL PRE-FINISHED 0.34 0.35DOOR SCHEDULE TYPE IANUMBER STYLE COUNTDOOR SIZE MATERIAL FINISHFIRERATING MIN. U-VALUEDOORHARDWARENOTES NOTESW H DOOR FRAME DOOR FRAMED.101 AA 4 3' - 0" 6' - 8" WOOD WOOD PAINT PAINT 20 MIN. 1,5D.103 AA 11 3' - 0" 7' - 0" METAL METAL PAINT PAINT 90 MIN. 1,4,5,6D.104 AA 17 2' - 10" 6' - 8" WOOD WOOD PAINT PAINT -D.105 AA 9 3' - 0" 7' - 0" METAL METAL PAINT PAINT - 1,D.106 AA 3 2' - 6" 6' - 8" WOOD WOOD PAINT PAINT -D.107 BB 6 3' - 0" 7' - 0" METAL METAL PAINT PAINT -D.108 CC 3 6' - 0" 7' - 0" METAL METAL PAINT PAINT 45 MIN. 1, 5D.110 DD 1 6' - 0" 7' - 0" METAL METAL PAINT PAINT -D.111 EE 2 6' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.112 EE 2 5' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.114 GG 4 3' - 0" 7' - 0" METAL METAL PAINT PAINT - 0.36 1,6D.115 HH 1 3' - 0" 6' - 0" METAL METAL PAINT PAINT - 1, 8D.116 JJ 1 10' - 0" 8' - 0" METAL METAL PAINT PAINT -D.117 KK 1 12' - 0" 7' - 0" METAL METAL PAINT PAINT -D.120 NN 1 10' - 0" 10' - 0" METAL METAL PRE-FINISH PRE-FINISH -D.121 MM 1 3' - 0" 7' - 0" METAL METAL PAINT PAINT - 0.36D.122 FF 3 3' - 6" 7' - 0" METAL METAL PAINT 60 MIN. 1, 3, 5D.123 FF 1 3' - 6" 7' - 0" METAL METAL PAINT 45 MIN. 1,3, 5D.124 BB 2 3' - 6" 7' - 0" METAL METAL PAINT - 1, 3,D.125 KK 1 10' - 0" 7' - 0" WOOD - PAINT - -D.126 GG 1 4' - 0" 4' - 0" METAL METAL PAINT PAINT 45 MIN. 1,5D.127 PP 1 6' - 0" 10' - 0" WOOD - PAINT - - -TYPICAL WINDOW NOTES:1.2.3.4.5.6.7.8.9.10.11.SEE ARCHITECTURAL FLOOR PLANS AND UNIT PLANS FOR WINDOW LOCATIONS AND DESIGNATIONS. ALL WINDOWS TO BE FIXED UNLESS SHOWN/NOTED OTHERWISE.TYPE OF OPERATION (IE: SLIDER VS CASEMENT) PER OWNER'S SPECIFICATION.PROVIDE SAFETY GLAZING PER GENERAL NOTE 7 ON SHEET A002.AT ASYMETRICAL WINDOW ASSEMBLIES, THE REVERSE CONDITION IS NOT SHOWN. SEE BUILDING ELEVATIONS AND FLOOR PLANS TO DETERMINE CONDITIONS.GLAZING TO BE PER ENERGY COMPLIANCE NOTES, SEE SECTION A0.FIRE WINDOW ASSEMBLY RATING SHALL BE PER IBC TABLE 715.5.ALL WINDOWS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.ALL WINDOWS SHALL HAVE OFFSET TYPE THROUGH-WINDOW AIR INLETS, SEE VENTILATION NOTES IN SECTION A0.PROVIDE WINDOW OPENING CONTROL DEVICES AT OPERABLE WINDOWS WITHIN DWELLING UNITS WITH SILLS LESS THAN 36" A.F.F. PER IBC SECTION 1013.8 EXCEPTION 4. DECIVES SHALL COMPLY WITH ASTM F 2090. THE CONTROL DEVISE SHALL NOT REDUCE THE NET CLEAR AREA REQUIRED FOR EMERGENCY ESCAPE AND RESUCE PER IBC SECTION 1029.2.LATCH WITHIN TYPE 'A' DWELLING UNITS FOR OPERABLE WINDOWS SHALL BE LOCATED BETWEEN 15" AND 48" PER ICC A117.1-2009 SECTION 1003.13.TYPICAL DOOR NOTES:1.2.3.4.5.6.7.8.9.10.SEE ARCHITECTURAL FLOOR PLANS FOR DOORS LOCATIONS AND DESIGNATIONS.INTERIOR UNIT DOORS ARE CALLED OUT ON THE UNIT PLANS, AND THE NOMINAL WIDTH IS SHOWN. DOOR HEIGHTS TO BE 6'-8" TYP. (U.N.O.).EXTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 8.5 POUNDS PRESSURE. INTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 5 POUNDS PRESSURE. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE.SEE PLANS FOR DOOR HANDS.FINISH DOOR HARDWARE PER OWNER'S SPECIFICATIONS, TYP. (U.N.O.)PROVIDE SAFETY GLAZING PER GENERAL NOTES 7 ON SHEET A002.ALL DOOR HARDWARE MUST COMPLY WITH ALL BARRIER FREE REQUIREMENTS.EXIT DOORS GENERAL, OPERATION, LOCK/LATCH/HARDWARE SHALL BE IN CONFORMANCE WITH ALL SECTIONS OF IBC SEC. 1008 AND 1018.1, AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT HARDWARE TO THE UNITS ARE TO ALLOW A SINGLE TURN OF THE KNOB (OR LEVER) TO DISENGAGE ANY SINGLE CYLINDER DEAD BOLTS CONTEMPLATED. FOR BARRIER FREE EXIT DOORS, ALSO SEE BARRIER FREE NOTES IN SECTION A0.ALL DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1008.1.9 FOR DOOR OPERATION REQUIREMENTS AND IBC SECTION 1008.1.1.1 FOR PROJECTIONS INTO CLEAR WIDTH.ALL DOORS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.DOOR HARDWARE NOTES:1.2.3.4.5.6.7.8.SELF CLOSING.MAGNETIC FIRE DOOR LATCH W/AUTO CLOSER.SAFETY GLAZING.STAIR ENCLOSURE DOOR PER IBC 1008.1.9.10. WHERE OCCURS.SMOKE GASKETED AS PER IBC SECTION 715.PANIC HARDWARE PER IBC SECTION 1008.1.10.DOOR SWING PER PLANS.PULL SIDE LOCK SET, PUSH SIDE PASSAGE SET SLIDING GLASS DOOR NOTES:1.2.3.4.GLAZING TO BE PER ENERGY COMPLIANCE IN SECTION A0.PROVIDE SAFTEY GLAZING PER GENERAL NOTES IN SECTION A0.AAMA C-25 STRUCTURAL RATING.ALL SLIDING GLASS DOORS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.TYPE IA CONSTRUCTION DOOR AND WINDOW SCHEDULESD.119 LL 1 24' - 0" 7' - 0" METAL METAL PRE-FINISH PRE-FINISH - PER MANUF.104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SET9AGENDA ITEM #5. g)
WALL ASSEMBLIES -TYPE IA CONST.NO. DIAGRAM CONSTRUCTION FIRE RATINGSTCTEST REPORT NO.CORRIDOR5 1/2" METAL STUD1HR3 1/2" FURRING1 HR5 1/2" STEEL STUDNON-BEARING2HRNO. DIAGRAM CONSTRUCTION FIRE RATINGSTC TEST REPORT NO.IBC 2012 TABLE 721.1(2)ITEM 4-1.1 NRNR50-54IBC 2012 TABLE 721.1(2)ITEM 4-1.1 BRICK VENEER OVER CONCRETE3 HR73 HRINTERIOR CONCRETE WALL8" CMU----------GA FILE #WP 105250-54-3 HRIBC 2012 TABLE 721.1(2) ITEM 3-1.1CONCRETE WALL* PER STRUCTURAL*ADMIX CONC. WATERPROOFING AT ABOVE GRADE CONDITIONS, WATERPROOFING SYSTEM AT BELOW GRADE CONDITIONS3 1/2" LT. GA. STEEL STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB1 LAYER 5/8" TYPE 'X' GWB*5 1/2" LT. GA. STEEL STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB*FILL CAVITY WITH FG BATT INSULATION AT BATHROOM WALLS4" BRICK VENEER PER ELEVATIONS2" AIRSPACEWRB/AIR BARRIERCONCRETE WALL PER STRUCTURALCONCRETE WALL PER STRUCT8" CMU WALL PER STRUCTURAL2 LAYERS 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.5 1/2" FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB1HRGA FILE #WP 1052EXTERIOR CONCRETE WALLIBC 2012 TABLE 721.1(2)ITEM 4-1.1 CONCRETE WALL BRICK VENEER BOTH SIDES3 HR4" BRICK VENEER PER ELEVATIONS2" AIRSPACEWRB/AIR BARRIERCONCRETE WALL PER STRUCTURALWRB/AIR BARRIER2" AIRSPACE4" BRICK VENEER PER ELEVATIONSFIBER CEMENT OVER METAL STUDNON-BEARINGNRFIBER CEMENT SIDING PER ELEVATIONSRAINSCREEN SYSTEMR-10 CONTINUOUS EXTERIOR INSULATIONWRB/AIR BARRIER1 LAYER 5/8" GWB SHEATHING ORT&G APA RATED SHEATHING5 1/2" LT. GA. STEEL STUDS AT 16" O.C.R-19 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWBBRICK VENEER OVER METAL STUDNON-BEARING4" BRICK VENEER PER ELEVATIONS2" AIR SPACER-10 CONTINUOUS EXTERIOR INSULATIONWRB/AIR BARRIER1 LAYER 5/8" TYPE 'X' GWB SHEATHING OR T&G APA RATED SHEATHING5 1/2" LT. GA. STEEL STUDS AT 16" O.C.R-19 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB5 1/2" STEEL STUD1 HR INSULATEDNON-BEARING1 LAYER 5/8" TYPE 'X' GWBR-10 CONTINUOUS INSULATION5 1/2" LT. GA. STEEL STUDS AT 24" O.C.R-19 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB5 1/2" STEEL STUD2 HR BEARING WALLSUPPORTING 1 FLOOR2 LAYERS 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.2 LAYERS 5/8" TYPE 'X' GWB1 HRPARTY WALL5 1/2" STEEL STUD1HR2 LAYERS 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.5 1/2" FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWBIBC 2012 TABLE 721.1(2)ITEM 4-1.1 FIBER CEMENT OVER CONCRETE3 HR-FIBER-CEMENT SIDING PER ELEVATIONSRAINSCREEN SYSTEMWRB/AIR BARRIERCONCRETE WALL PER STRUCTURALNR-TILE OVER METAL STUDNON-BEARINGTILE PER ELEVATIONSBOND COAT OVER CEMENT BACKER UNITRAINSCREEN SYSTEMR-10 CONTINUOUS EXTERIOR INSULATIONWRB/AIR BARRIER1 LAYER 5/8" TYPE 'X' GWB SHEATHING ORT&G APA RATED SHEATHING5 1/2" LT. GA. STEEL STUDS AT 16" O.C.R-19 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB7/8" FURRING-7/8" HAT CHANNEL AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB3 1/2" STEEL STUDNON-BEARINGNR-1 LAYER 5/8" TYPE 'X' GWB3 1/2" LT. GA. STEEL STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB3 HRNRNRIBC 2012 TABLE 721.1(2)ITEM 4-1.1 -UNITCORRIDORINT.EXT.INT.EXT.INT.EXT.INT.EXT.EXT.EXT.INT.EXT.INT.EXT.INT.EXT.INT.EXT.INT.EXT.INT.INT.INT.INT.-------GA FILE #WP 1072GA FILE # WP 15225 1/2" STEEL STUD1 HR NON-BEARING1 HR-*1 LAYER 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.*1 LAYER 5/8" TYPE 'X' GWB*USE 5/8" TYPE 'X' GWB SHEATHING IN GARAGE AND TRASH ROOMSGA FILE # WP 10728" CMUBRICK VENEER BOTH SIDES-NR-4" BRICK VENEER PER ELEVATIONS2" AIRSPACE8" CMU WALL PER STRUCTURAL2" AIRSPACE4" BRICK VENEER PER ELEVATIONSEXT.EXT.3 1/2" STEEL STUD2 HR BEARING WALLSUPPORTING 1 FLOOR2HR2 LAYERS 5/8" TYPE 'X' GWB3 1/2" LT. GA. STEEL STUDS AT 24" O.C.2 LAYERS 5/8" TYPE 'X' GWB3 1/2" FURRING INSULATED2 HR BEARING WALL SUPPORTING 1 FLOOR2HR(FIRE RATED WALL ASSEMBLY PER PLANS)2" RIGID INSULATION3 1/2" LT. GA. STEEL STUDS AT 24" O.C.2 LAYERS 5/8" TYPE 'X' GWBBRICK VENEER OVER METAL STUD2 HR BEARING WALLSUPPORTING 1 FLOOR2HR4" BRICK VENEER PER ELEVATIONS2" AIR SPACER-10 CONTINUOUS EXTERIOR INSULATIONWRB/AIR BARRIER2 LAYERS 5/8" TYPE 'X' GWB SHEATHING5 1/2" LT. GA. STEEL STUDS AT 16" O.C.R-19 FG BATT INSULATION IN STUD CAVITY2 LAYERS 5/8" TYPE 'X' GWB3 1/2" FURRING2HR BEARING WALL SUPPORTING 1 FLOOR(FIRE RATED WALL ASSEMBLY PER PLANS)3 1/2" LT. GA. STEEL STUDS AT 24" O.C.2 LAYERS 5/8" TYPE 'X' GWB2HR-CM1------------EB2EC1EC3EC5EM1EM3EC4EM6FM2FM1EB5FM3----------IM2IM3CIM4PM1IC1IM1IM3IM5FM3CEM7CORRIDOR5 1/2" METAL STUD2HR BEARING WALL SUPPORTING 1 FLOOR55-592 LAYERS 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.5 1/2" FG BATT INSULATION IN STUD CAVITY2 LAYERS 5/8" TYPE 'X' GWB2HRGA FILE #WP 1522UNITCORRIDOR-CM2GA FILE #WP 152255-592 HRPARTY WALL5 1/2" STEEL STUD2HR2 LAYERS 5/8" TYPE 'X' GWB5 1/2" LT. GA. STEEL STUDS AT 24" O.C.5 1/2" FG BATT INSULATION IN STUD CAVITY2 LAYERS 5/8" TYPE 'X' GWBINT.INT.-PM22HR-5 1/2" STEEL STUD2 HR BEARING WALLSUPPORTING 1 FLOOR2 LAYERS 5/8" TYPE 'X' GWBR-10 CONTINUOUS EXTERIOR INSULATION5 1/2" LT. GA. STEEL STUDS AT 24" O.C.R-19 FG BATT INSULATION IN STUD CAVITY2 LAYERS 5/8" TYPE 'X' GWBGA FILE # WP 1522-IM4C6" CH STEEL STUD2 HR ELEVATOR FACE SHAFT WALL2HR2 LAYERS 5/8" TYPE 'X' GWB6" LT. GA. STEEL CH STUDS AT 24" O.C.5" FG BATT INSULATION IN STUD CAVITY1 LAYERS 1"X24" TYPE 'X' GWB SHAFTLINER-IM6-GA FILE #WP 8202-GA FILE #WP 1522-GA FILE #WP 1522-GA FILE # WP 1522-GA FILE # WP 70513 1/2" FURRINGINSULATED-R-9.5 CONTINUOUS INSULATION AT NON-RESIDENTIALR-13.3 CONTINUOUS INSULATION AT RESIDENTIAL3 1/2" LT. GA. STEEL STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWBNRINT.EXT. ASSEMBLY--FM2C7/8" FURRINGINSULATED-R-9.5 CONTINUOUS INSULATION AT NON-RESIDENTIALR-13.3 CONTINUOUS INSULATION AT RESIDENTIAL7/8" HAT CHANNEL AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWBNRINT.EXT.--FM1CNR7-5 1/2" STEEL STUDNON-BEARING1 LAYER 5/8" TYPE 'X' GWBR-10 CONTINUOUS INSULATION5 1/2" LT. GA. STEEL STUDS AT 24" O.C.R-19 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB--IM2C-CM1-RC12 HR STEEL JOIST FLOORINSULATED2 HRGA FILE #FC 4750-NO. DIAGRAM CONSTRUCTION FIRE RATINGSTCFIRE TEST REPORT NO.STC TEST REPORT NO.2 HR2 HR STEEL JOIST FLOORFINISH FLOORING SYSTEM2" CONCRETE OVER METAL DECK PER STRUCTURAL10" LT. GA. STEEL JOISTS PER STRUCTURAL3 LAYERS 5/8" TYPE 'X' GWBRC CHANNELS @ 16" O.C. 1 LAYER 5/8" TYPE 'X' GWB SHEATHINGIBC 2012TABLE 721.1(3)ITEM 1-1.1STC 654" MIN. TOPPING SLABDRAIN MATPROTECTION BOARDROOFING GRADE WATERPROOFING MEMBRANE CONCRETE P.T. SLAB PER STRUCTURALSLOPE SLAB FOR DRAINAGE PER PLAN (1:48 MIN.)R-40 FOIL FACED POLYISO, TAPE SEAMS, SEAL PERIMETER AND PENETRATIONSWHITE VINYL FACING VAPOR RETARDERCONCRETE TOPPING OVER PT SLABINSULATEDIBC 2012TABLE 721.1(3)ITEM 1-1.14" MIN. TOPPING SLABDRAIN MATPROTECTION BOARDROOFING GRADE WATERPROOFING MEMBRANE CONCRETE P.T. SLAB PER STRUCTURALSLOPE SLAB FOR DRAINAGE PER PLAN (1:48 MIN.)CONCRETE TOPPING OVER PT SLABIBC 2012TABLE 721.1(3)ITEM 1-1.1PAVERS ON PEDESTALSIBC 2012TABLE 721.1(3)ITEM 1-1.1STC 58PAVERS ON PEDESTALSPROTECTION BOARDROOFING GRADE WATERPROOFING MEMBRANE CONCRETE P.T. SLAB PER STRUCTURALSLOPE SLAB FOR DRAINAGE PER PLAN (1:48 MIN.)FINISH FLOORING SYSTEMCONCRETE P.T. SLAB PER STRUCTURALR-30 CONT. FG BATT INSUL., EXTEND 24" BEYOND COND. SPACESWHITE VINYL FACING VAPOR RETARDERRAL TL-76-77PT SLAB, INSULATEDTRANSFER SLABIBC 2012TABLE 721.1(3)ITEM 1-1.1STC 58CONCRETE P.T. SLAB PER STRUCTURALNOTE: ADD TRAFFIC COATING WHERE FINISHED SPACES ARE LOCATED BELOW, EXTEND COATING 48" HORIZONTAL BEYOND FINISHED SPACES AND 8" UP ADJACENT WALLSIBC 2012TABLE 721.1(3)ITEM 1-1.1PT SLAB OVER UNCONDITIONED--CONCRETE SLAB ON GRADE PER STRUCT.VAPOR BARRIERFREE DRAINING GRANULAR FILL PER SOILS REPORTUNDISTURBED SOIL OR COMPACTED FILL PER STRUCTURALSLAB ON GRADE--FC1NA--------FM2CFM1FC4CFC4FC3FC2CFC2FM3RAL TL-76-77FINISH FLOORING SYSTEM2" CONCRETE OVER METAL DECK PER STRUCTURAL12" LT. GA. STEEL JOISTS PER STRUCTURALR-38 FG BATT INSULATION IN JOIST CAVITY4 LAYERS 5/8" TYPE 'X' GWB SHEATHINGR-10 CONT. EXTERIOR INSULATIONHAT CHANNELS @ 16" O.C.1/2" FIBER CEMENT SOFFITNROVERFRAMINGFINISH FLOORING SYSTEM4" CONCRETE TOPPING PER STRUCTURALRIGID STYROFOAM PER STRUCTURAL--2 HR--CONCRETE TOPPING PER CIVILGRANULAR FILL PER CIVILDRAIN MATPROTECTION BOARDROOFING GRADE WATERPROOFING MEMBRANECONCRETE P.T. SLAB PER STRUCTURALSLOPE SLAB FOR DRAINAGE PER PLAN (1:48 MIN.)IBC 2012TABLE 721.1(3)ITEM 1-1.1SIDEWALK OVER STRUCTURENR--SUSPENDED CEILING SYSTEM1 LAYER 5/8" TYPE 'X' GWB-SUSPENDED CEILINGPARKINGCONDITIONED SPACEPARKINGPARKINGPARKINGPARKINGEXTERIORINTERIORSLOPE PER PLANS (1/4" PER FT MIN.)EXTERIORINTERIOREXTERIORRETAILVOIDINTERIORINTERIORSUPPORTING ASSEMBLYROOF/FLOOR/CEILING ASSEMBLIES -TYPE IA CONST.PARKINGPAVERS ON PEDESTALSINSULATEDIBC 2012TABLE 721.1(3)ITEM 1-1.1STC 58PAVERS ON PEDESTALSPROTECTION BOARDROOFING GRADE WATERPROOFING MEMBRANE CONCRETE P.T. SLAB PER STRUCTURALSLOPE SLAB FOR DRAINAGE PER PLAN (1:48 MIN.)R-40 FOIL FACED POLYISO, TAPE SEAMS, SEAL PERIMETER AND PENETRATIONSWHITE VINYL FACING VAPOR RETARDER-FC3CRAL TL-76-77EXTERIORINTERIORSLOPE PER PLANS (1/4" PER FT MIN.)2 HR3HR @ R1 TRANSFER SLAB2 HR3HR @ R1 TRANSFER SLAB2 HR3HR @ R1 TRANSFER SLAB2 HR3HR @ R1 TRANSFER SLAB2 HR3HR @ R1 TRANSFER SLAB2 HR3HR @ R1 TRANSFER SLABSTC 58RAL TL-76-77STC 58RAL TL-76-77INTERIOR------CM2NR--SUSPENDED CEILING SYSTEMFIBER CEMENT SOFFIT BOARD (VENTED)-SUSPENDED CEILINGEXTERIORSUPPORTING ASSEMBLY-CM32 HR--(FLOOR ASSEMBLY ABOVE PER PLANS)1 LAYER OF 1" SHEETROCK LINER PANELS2 1/2" CH STUDS SPANNING HORIZONTALLY AT 24" O.C.3 LAYERS OF 1/2" FIRECODE 'C' GWBGA FILE #FC 2116SUSPENDED CEILINGEXTERIORFLOOR ASSEMBLY ABOVEINTERIOREXTERIOR9999Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/2" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:20:53 PMA402ASSEMBLIES - TYPE IACONST.201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A402TYPICAL FLOOR/ROOF/CEILING ASSEMBLY NOTES:1.2.3.4.5.6.SEE BUILDING SECTIONS IN SECTION A6 & WALL SECTIONS IN SECTION A7 FOR ASSEMBLY LOCATIONS AND DESIGNATIONS.REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS.PROVIDE VAPOR RETARDER ON WARM IN WINTER SIDE WHERE ASSEMBLY IS EXPOSED TO AMBIENT TEMPERATURE.ASSEMBLIES TO COMPLY WITH I.B.C. CHAPTER 7, FIRE RESISTANT MATERIALS & CONSTRUCTION (I.E.: FIRE BLOCKS, DRAFT STOPS, FLOOR/CEILING, ROOF/CEILING, ETC.).SEE STRUCTURAL FRAMING PLANS, SHEAR WALL SCHEDULE AND DETAILS FOR STRUCTURAL INFORMATION.FOR INSULATION TYPE AND R-VALUE, SEE "WSEC ENERGY SCHEDULE" IN SECTION A0.TYPICAL WALL ASSEMBLY NOTES:1.2.3.4.5.6.7.8.SEE BUILDING PLANS IN SECTION A2, UNIT PLANS IN SECTION A3 AND STAIR AND CORE PLANS IN SECTION A9 FOR ASSEMBLY LOCATION AND DESIGNATIONS.SEE ELEVATIONS IN SECTION A5 FOR EXTERIOR FINISHES. FINISH SYSTEMS TO INCLUDE WEATHER RESISTIVE BARRIER (I.E.: BUILDING PAPER / FELT, 15# MIN -TYP), FINISH SYSTEMS TO INCLUDE AIR BARRIER PER WSEC SECTION 1314. SEE NOTES IN SECTION A0 FOR ADDITIONAL REQUIREMENTS.REFER TO STRUCTURAL FRAMING PLANS & SHEAR WALL SCHEDULE FOR PLACEMENT DETAILS.REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS.NOT ALL WALL TYPES LISTED MAY BE USED IN THIS PROJECT.WALL ASSEMBLIES TO COMPLY WITH IBC CHAPTER 7, FIRE RESISTANT MATERIALS & CONSTRUCTION (I.E.: FIRE BLOCKS, DRAFT STOPS, FLOOR/CEILING, ROOF/CEILING, ETC.).WATER RESISTANT GYPSUM BACKING BOARD SHALL BE INSTALLED OVER THE FIRE RESISTANCE RATED SYSTEM IN SHOWER AND TUB AREAS. THE GYPSUM BOARD REQUIRED FOR THE RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND SUCH FIXTURES.PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY IS EXPOSED TO AMBIENT TEMPERATURE (VAPOR BARRIER IS NOT SHOWN/NOTED).ASSEMBLY NUMBERING LEGEND/KEYWALL ASSEMBLY NUMBERINGCEFIPCORRIDOREXTERIORFURRINGINTERIORPARTY WALLCONCRETEMETALWOODBRICK/MASONRYCMWB1, 2, 3, 4 ... INSULATEDC(X) USE/LOCATION(Y) STRUCTURE MATERIAL(Z) SEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: CW1 (CORRIDOR, WOOD FRAMED, 1)ROOF/FLOOR/CEILING ASSEMBLY NUMBERINGRFCROOFFLOORCEILINGCONCRETEMETALWOODCMW1, 2, 3, 4 ... INSULATEDC(X) USE/LOCATION(Y) STRUCTURE MATERIAL(Z) SEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: FC1C (FLOOR, CONCRETE CONSTRUCTION, 1, INSULATED)XYZCUSE/LOCATIONSTRUCTURE MATERIALSEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: EM2CNOT -INSULATED (BLANK)NOT -INSULATED (BLANK)KEY104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
AINTERIOR -SWINGBEXTERIOR -GLAZED -SWINGCINTERIOR -SLIDING -WALL HUNGDEXTERIOR -GLAZED -DOUBLE -SLIDINGEINTERIOR -SLIDING -WALL HUNGFINTERIOR -TRASH CHUTEHWHWHWHWHWPER MANUFPER MANUFGEXTERIOR -SWINGHINTERIOR -SWING -DOUBLEHWHWJEXTERIOR -GLAZED -DOUBLE -SLIDINGWH1' - 0"AFIXEDBHORIZONTAL SLIDERCSINGLE HUNG -FIXED -SINGLE HUNGDSINGLE HUNGEFIXEDFFIXEDGFIXEDSILLHWHEADSILLHWHEADWSILLHHEADSILLHHEADWSILLHHEADWSILLHHEADWWSILLHHEADHFIXED -FIXED -FIXEDSILLHHEAD HEIGHTWJCASEMENTKCASEMENT-FIXEDLCASEMENT-FIXED-CASEMENTWWWSILLHHEADSILLHSSILLHEADHEADScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"01/27/2017POST PERMIT REVISIONS6/2/2020 2:20:57 PMA403TYPE VACONSTRUCTION DOORAND WINDOWSCHEDULE201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A403TYPICAL WINDOW NOTES:1.2.3.4.5.6.7.8.9.10.11.SEE ARCHITECTURAL FLOOR PLANS AND UNIT PLANS FOR WINDOW LOCATIONS AND DESIGNATIONS. ALL WINDOWS TO BE FIXED UNLESS SHOWN/NOTED OTHERWISE.TYPE OF OPERATION (IE: SLIDER VS CASEMENT) PER OWNER'S SPECIFICATION.PROVIDE SAFETY GLAZING PER GENERAL NOTE 7 ON SHEET A002.AT ASYMETRICAL WINDOW ASSEMBLIES, THE REVERSE CONDITION IS NOT SHOWN. SEE BUILDING ELEVATIONS AND FLOOR PLANS TO DETERMINE CONDITIONS.GLAZING TO BE PER ENERGY COMPLIANCE NOTES, SEE SECTION A0.FIRE WINDOW ASSEMBLY RATING SHALL BE PER IBC TABLE 715.5.ALL WINDOWS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.ALL WINDOWS SHALL HAVE OFFSET TYPE THROUGH-WINDOW AIR INLETS, SEE VENTILATION NOTES IN SECTION A0.PROVIDE WINDOW OPENING CONTROL DEVICES AT OPERABLE WINDOWS WITHIN DWELLING UNITS WITH SILLS LESS THAN 36" A.F.F. PER IBC SECTION 1013.8 EXCEPTION 4. DECIVES SHALL COMPLY WITH ASTM F 2090. THE CONTROL DEVISE SHALL NOT REDUCE THE NET CLEAR AREA REQUIRED FOR EMERGENCY ESCAPE AND RESUCE PER IBC SECTION 1029.2.LATCH WITHIN TYPE 'A' DWELLING UNITS FOR OPERABLE WINDOWS SHALL BE LOCATED BETWEEN 15" AND 48" PER ICC A117.1-2009 SECTION 1003.13.TYPICAL DOOR NOTES:1.2.3.4.5.6.7.8.9.10.SEE ARCHITECTURAL FLOOR PLANS FOR DOORS LOCATIONS AND DESIGNATIONS.INTERIOR UNIT DOORS ARE CALLED OUT ON THE UNIT PLANS, AND THE NOMINAL WIDTH IS SHOWN. DOOR HEIGHTS TO BE 6'-8" TYP. (U.N.O.).EXTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 8.5 POUNDS PRESSURE. INTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 5 POUNDS PRESSURE. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE.SEE PLANS FOR DOOR HANDS.FINISH DOOR HARDWARE PER OWNER'S SPECIFICATIONS, TYP. (U.N.O.)PROVIDE SAFETY GLAZING PER GENERAL NOTES 7 ON SHEET A002.ALL DOOR HARDWARE MUST COMPLY WITH ALL BARRIER FREE REQUIREMENTS.EXIT DOORS GENERAL, OPERATION, LOCK/LATCH/HARDWARE SHALL BE IN CONFORMANCE WITH ALL SECTIONS OF IBC SEC. 1008 AND 1018.1, AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. EXIT HARDWARE TO THE UNITS ARE TO ALLOW A SINGLE TURN OF THE KNOB (OR LEVER) TO DISENGAGE ANY SINGLE CYLINDER DEAD BOLTS CONTEMPLATED. FOR BARRIER FREE EXIT DOORS, ALSO SEE BARRIER FREE NOTES IN SECTION A0.ALL DOOR HARDWARE SHALL COMPLY WITH IBC SECTION 1008.1.9 FOR DOOR OPERATION REQUIREMENTS AND IBC SECTION 1008.1.1.1 FOR PROJECTIONS INTO CLEAR WIDTH.ALL DOORS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.DOOR HARDWARE NOTES:1.2.3.4.5.6.7.8.SELF CLOSING.MAGNETIC FIRE DOOR LATCH W/AUTO CLOSER.SAFETY GLAZING.STAIR ENCLOSURE DOOR PER IBC 1008.1.9.10. WHERE OCCURS.SMOKE GASKETED AS PER IBC SECTION 715.PANIC HARDWARE PER IBC SECTION 1008.1.10.DOOR SWING PER PLANS.PULL SIDE LOCK SET, PUSH SIDE PASSAGE SET SLIDING GLASS DOOR NOTES:1.2.3.4.GLAZING TO BE PER ENERGY COMPLIANCE IN SECTION A0.PROVIDE SAFTEY GLAZING PER GENERAL NOTES IN SECTION A0.AAMA C-25 STRUCTURAL RATING.ALL SLIDING GLASS DOORS SHALL MEET A WATER PRESSURE TEST OF 6.0 PSF (FIELD TEST) OR AS REQUIRED BY WATERPROOFING CONSULTANT.TYPE VA CONSTRUCTION DOOR AND WINDOW SCHEDULESDOOR SCHEDULE TYPE VANUMBER STYLE COUNTDOOR SIZE MATERIAL FINISHFIRERATINGMIN.U-VALUEDOORHARDWARENOTES NOTESW H DOOR FRAME DOOR FRAMED.01 A 20 2' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.02 A 376 2' - 10" 6' - 8" WOOD WOOD PAINT PAINT -D.03 A 15 2' - 4" 6' - 8" WOOD WOOD PAINT PAINT -D.04 A 4 3' - 0" 7' - 0" WOOD WOOD PAINT PAINT -D.05 A 116 3' - 0" 6' - 8" WOOD WOOD PAINT PAINT 20 MIN. 1,5D.06 A 10 3' - 0" 7' - 0" METAL METAL PAINT PAINT 90 MIN. 1,4,5,6D.07 G 1 3' - 0" 7' - 0" METAL METAL PAINT PAINT 90 MIN. 0.37 1,4,5D.08 A 14 2' - 6" 6' - 8" WOOD WOOD PAINT PAINT -D.09 B 42 3' - 0" 7' - 0" FIBERGLASS WOOD PAINT PAINT - 0.30 1, 3D.10 B 2 3' - 0" 7' - 0" METAL METAL PAINT PAINT - 0.40 1,3,6D.11 C 19 6' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.12 C 34 5' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.13 C 12 4' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.14 C 2 8' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.16 D 50 6' - 0" 8' - 0" VINYL VINYL WHITE WHITE - 0.30 3D.17 D 17 6' - 4" 8' - 0" VINYL VINYL WHITE WHITE - 3D.18 E 28 3' - 6" 6' - 8" WOOD WOOD PAINT PAINT -D.19 F 11 2' - 0" 2' - 0" METAL METAL PAINT PAINT 90 MIN. 1, 5D.20 A 24 3' - 0" 6' - 8" WOOD WOOD PAINT PAINT -D.21 H 9 4' - 6" 6' - 8" WOOD WOOD PAINT PAINT -D.22 J 1 6' - 0" 7' - 0" VINYL VINYL WHITE WHITE - 0.30 3,GLAZING SCHEDULE TYPE VANUMBER STYLE COUNTSIZEHEAD SILL FIRE RATING MATERIAL FINISHSAFTEYGLAZINGMIN.U-VALUEMAX.SGHCNOTESWHTW.01 A 44 3' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40W.02 A 4 2' - 6" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40W.03 B 69 5' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.04 B 18 4' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.05 B 2 6' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.06 C 61 8' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.07 D 6 3' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.08 A 3 2' - 0" 4' - 6" 8' - 0" 3' - 6" - VINYL WHITE 0.30 0.40W.09 D 5 2' - 6" 6' - 6" 8' - 0" 1' - 6" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.10 E 6 4' - 0" 1' - 8" 8' - 0" 6' - 4" - VINYL WHITE 0.30 0.40W.11 F 1 8' - 0" 1' - 8" 8' - 0" 6' - 4" - VINYL WHITE 0.30 0.40W.12 G 1 2' - 0" 1' - 8" 8' - 0" 6' - 4" - VINYL WHITE 0.30 0.40W.13 H 5 6' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40W.14 B 5 4' - 0" 4' - 6" 8' - 0" 3' - 6" - VINYL WHITE 0.30 0.40W.15 H 5 6' - 0" 4' - 6" 8' - 0" 3' - 6" - VINYL WHITE 0.30 0.40W.16 J 3 4' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.17 J 5 3' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.18 K 9 6' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40 EMERGENCY ESCAPE AND RESCUEW.19 L 9 8' - 0" 5' - 0" 8' - 0" 3' - 0" - VINYL WHITE 0.30 0.40104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET601/27/2017TBPOST PERMIT REVISIONSAGENDA ITEM #5. g)
NO. DIAGRAM CONSTRUCTION FIRE RATINGSTC TEST REPORT NO.WALL ASSEMBLIES -TYPE VA CONST.CORRIDOR2X6 WOOD STUD1 HR1 HRSTC50-54GA FILE #WP 32421 LAYER 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL, UNIT SIDE2X6 WOOD STUDS, PER STRUCTURAL 5 1/2" FG BATT INSULATION IN STUD CAVITYRC-1 CHANNELS @16" O.C., CORRIDOR SIDE1 LAYER 5/8" TYPE 'X' GWBNO. DIAGRAM CONSTRUCTION FIRE RATINGSTC TEST REPORT NO.EXT. WOOD STUD1 HRFIBER CEMENT SIDINGFIBER CEMENT SIDINGRAINSCREEN SYSTEMWRB/AIR BARRIER1 LAYER 5/8" TYPE 'X' GWB SHEATHINGPLYWOOD SHEATHING, IF ANY, PER STRUCT.2X6 WOOD STUDS, PER STRUCTURALR-21 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB1HRGA FILE #WP 81051 LAYER 5/8" TYPE 'X' GWB2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN PLUMBING WALLS1 LAYER 5/8" TYPE 'X' GWBNR1 HR @ BEARING WALLSTYPICAL INTERIOR2X4 WOOD STUDNR/1HR-2 LAYERS 5/8" TYPE 'X' GWB2X6 WOOD STUDS PER STRUCTURAL5 1/2" FG BATT INSULATION IN STUD CAVITY2 LAYERS 1/2" TYPE 'X' GWBSHAFT WALL2X6 WOOD STUD2HR-GA FILE #WP 3510-2 HRGA FILE #WP 4136-CORRIDOR2X6 WOOD STUD2 HR2 HR2 LAYERS 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL, UNIT SIDE2X6 WOOD STUDS, PER STRUCTURAL 5 1/2" FG BATT INSULATION IN STUD CAVITYRC-1 CHANNELS @16" O.C., CORRIDOR SIDE2 LAYERS 5/8" TYPE 'X' GWBEXT. WOOD STUD PARTITION -1 HRFIBER CEMENT SIDING1HRFIBER CEMENT SIDINGRAINSCREEN SYSTEMWRB/AIR BARRIER1 LAYER 5/8" TYPE 'X' GWB SHEATHINGPLYWOOD SHEATHING, IF ANY, PER STRUCT.2X6 WOOD STUDS, PER STRUCTURALR-21 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB SHEATHINGWRB/AIR BARRIERRAINSCREEN SYSTEMFIBER CEMENT SIDINGFURRING WALL2X4 WOOD STUDNR1" SPACE BETWEEN WALLS AT SHAFT WALLS2X4 WOOD STUDS AT 24" O.C.*1 LAYER 5/8" TYPE 'X' GWB*3 1/2" FG BATT ACOUSTIC INSULATION IN STUD CAVITY AT SHAFT WALLS1 LAYER 5/8" TYPE 'X' GWB2X6 WOOD STUDS PER STRUCTURAL5 1/2" FG BATT INSULATION IN PLUMBING WALLS1 LAYER 5/8" TYPE 'X' GWBNR1 HR @ BEARING WALLSTYPICAL INTERIOR2X6 WOOD STUD1HR1 LAYER 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN STUD CAVITY2" SPACE BETWEEN WALLS2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN STUD CAVITYPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL1 LAYER 5/8" TYPE 'X' GWBPARTY WALL2X4/2X4 WOOD STUD1 HR1HRGA FILE #3370UL DESIGN #U305STC55TESTTL-93-289---------CW1CW2EW1EW5FW2IW1IW2IW4PW1STC55-59GA FILE #WP 4136EXT. WOOD STUD1 HRBRICK VENEER4" BRICK VENEER PER ELEVATIONS1 1/2" MIN. AIRSPACEWRB/AIR BARRIER1 LAYER 5/8" TYPE 'X' GWB SHEATHINGPLYWOOD SHEATHING, IF ANY, PER STRUCT.2X6 WOOD STUDS, PER STRUCTURALR-21 FG BATT INSULATION IN STUD CAVITY1 LAYER 5/8" TYPE 'X' GWB1HRGA FILE #WP 8105--EW3GA FILE #WP 8105EXT.INT.EXT.INT.CORRIDORUNITCORRIDORUNITEXT.EXT.FURRING WALL2X4 WOOD STUDNR2X4 FLAT STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB-FW1--FURRING WALL2X6 WOOD STUDNR1" SPACE BETWEEN WALLS AT SHAFT WALLS*2X6 WOOD STUDS AT 24" O.C.1 LAYER 5/8" TYPE 'X' GWB*5 1/2" FG BATT ACOUSTIC INSULATION IN STUD CAVITY AT SHAFT WALLS-FW3----2 LAYER 5/8" TYPE 'X' GWB2X4 WOOD STUDS PER STRUCTURAL2 LAYER 5/8" TYPE 'X' GWB2 HRSHAFT WALL2X4 WOOD STUD2HR-IW32 LAYERS 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN STUD CAVITY2" SPACE BETWEEN WALLS2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN STUD CAVITYPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL2 LAYERS 5/8" TYPE 'X' GWBPARTY WALL2X4/2X4 WOOD STUD2 HR2HRGA FILE #382055-59-PW21 LAYER 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL2X4 WOOD STUDS PER STRUCTURAL3 1/2" FG BATT INSULATION IN STUD CAVITY2" SPACE BETWEEN WALLS2X6 WOOD STUDS PER STRUCTURAL5 1/2" FG BATT INSULATION IN STUD CAVITYPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL1 LAYER 5/8" TYPE 'X' GWBPARTY WALL2X6/2X4 WOOD STUD1 HR1HRGA FILE #3370UL DESIGN #U305STC55TESTTL-93-289-PW31 LAYER 5/8" TYPE 'X' GWBPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL2X6 WOOD STUDS PER STRUCTURAL5 1/2" FG BATT INSULATION IN STUD CAVITY2" SPACE BETWEEN WALLS2X6 WOOD STUDS PER STRUCTURAL5 1/2" FG BATT INSULATION IN STUD CAVITYPLYWOOD SHEATHING, IF ANY, PER STRUCTURAL1 LAYER 5/8" TYPE 'X' GWBPARTY WALL2X6/2X6 WOOD STUD1 HR1HRGA FILE #3370UL DESIGN #U305STC55TESTTL-93-289-PW4UNITUNITUNITUNITUNITUNITUNITUNIT-GA FILE #WP 3510-GA FILE #WP 4136-NO. DIAGRAM CONSTRUCTION FIRE RATINGSTCFIRE TEST REPORT NO.STC TEST REPORT NO.MEMBRANE ROOFING SYSTEM1/2" RECOVERY BOARD PER ROOFING MFR.R-20 CONT. RIGID INSULATION (3" MIN.)SELF-ADHERED VAPOR/AIR BARRIERAPA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGSTAPERED WOOD JOISTS PER STRUCTURAL, SLOPE 1:48 MIN.R-30 FG BATT INSULATION (FILL ENTIRE CAVITY)2 LAYERS 5/8" TYPE 'X' GWB CLASS III VAPOR RETARDER-1 HRSTAIR/ELEV ROOFUNVENTED1 HR-MEMBRANE ROOFING SYSTEM1/2" RECOVERY BOARD PER ROOFING MFR.R-20 MIN. TAPERED RIGID INSULATION (3" MIN.), SLOPE 1:48 MIN.SELF-ADHERED VAPOR/AIR BARRIERAPA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGS11 7/8" TJI JOISTS PER STRUCTURALR-38 FG BATT INSULATION (FILL ENTIRE CAVITY)RC-1 CHANNELS @ 16" O.C.2 LAYERS 5/8" TYPE 'X' GWB CLASS III VAPOR RETARDERMAIN ROOFUNVENTED-NRMEMBRANE ROOFING SYSTEMAPA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGSWOOD JOISTS PER STRUCTURAL, SLOPE 1:48 MIN.FIBER CEMENT SOFFIT BOARDEYEBROW-----RW2CRW1CRW2FW2--MEMBRANE ROOFING SYSTEM19/32" MIN. APA RATED EXTERIOR GRADE AC PLYWOOD SHEATHING WITH PLUGGED CROSSBANDS UNDER FACEAPA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGSTAPERED WOOD JOISTS PER STRUCTURAL, SLOPE 1:48 MIN.1 LAYER 5/8" TYPE 'X' GWB SHEATHING1 LAYER 1/2" FIBER CEMENT SOFFIT BOARD-1 HOURUNIT DECK-STAIR / ELEVATORROOFUNITROOFROOFEXTERIOREXT.EXT./DECKPFC 43541 HOURFINISH FLOOR PER INTERIORS1" GYPCRETE OVER 1/4" ACOUSTICAL MAT AT HARD FLOOR SURFACES, 1 1/4" GYPCRETE AT CARPET APA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGS11 7/8" TJI JOISTS PER STRUCTURAL3 1/2" ACOUSTIC INSULATION IN CAVITYRC-1 CHANNELS @ 16" O.C.2 LAYERS 5/8" TYPE 'X' GWBSTC 56Carpet IIC 70 Vinyl IIC 52-FW1TYPICAL FLOORPFC 4354USDA-4-STUSDA-4-STCARPET/ CARPET TILEHARD SURFACEINTERIORINTERIORROOF/FLOOR/CEILING ASSEMBLIES -TYPE VA CONST.-FW2CPAVERS ON PEDESTALS PER PLANSPROTECTION BOARDMEMBRANE ROOFING SYSTEM1/2" RECOVERY BOARD PER ROOFING MFR.APA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGSTAPERED WOOD JOISTS PER STRUCTURAL, SLOPE 1:48 MIN.R-40 CLOSED CELL SPRAY FOAM INSULATION, FILL ALL VOIDSR.C. CHANNELS @ 16" O.C.2 LAYERS 5/8" TYPE 'X' GWB STC 531 HOURROOF/DECKUNVENTEDESTIMATEDUNITEXT./DECKPFC 43541 HOURFINISH FLOOR PER INTERIORS1" GYPCRETE OVER 1/4" ACOUSTICAL MAT AT HARD FLOOR SURFACES, 1 1/4" GYPCRETE AT CARPET APA RATED EXTERIOR GRADE T&G PLYWOOD SHEATHING GLUED AND NAILED, PER STRUCTURAL DRAWINGS11 7/8" TJI JOISTS PER STRUCTURALR-30 FG BATT INSULATION IN CAVITY2 LAYERS 5/8" TYPE 'X' GWB SHEATHING1 LAYER 1/2" FIBER CEMENT SOFFIT BOARDSTC 56Carpet IIC 70 Vinyl IIC 52-FW3CTYPICAL FLOOROVER EXTERIORPFC 4354USDA-4-STUSDA-4-STCARPET/ CARPET TILEHARD SURFACEEXTERIORINTERIORGA FILE #FC 5407-GA FILE #FC 5407GA FILE #FC 5410GA FILE #FC 5111999Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/2" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:20:59 PMA404ASSEMBLIES - TYPE VACONST.201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A404TYPICAL FLOOR/ROOF/CEILING ASSEMBLY NOTES:1.2.3.4.5.6.SEE BUILDING SECTIONS IN SECTION A6 & WALL SECTIONS IN SECTION A7 FOR ASSEMBLY LOCATIONS AND DESIGNATIONS.REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS.PROVIDE VAPOR RETARDER ON WARM IN WINTER SIDE WHERE ASSEMBLY IS EXPOSED TO AMBIENT TEMPERATURE.ASSEMBLIES TO COMPLY WITH I.B.C. CHAPTER 7, FIRE RESISTANT MATERIALS & CONSTRUCTION (I.E.: FIRE BLOCKS, DRAFT STOPS, FLOOR/CEILING, ROOF/CEILING, ETC.).SEE STRUCTURAL FRAMING PLANS, SHEAR WALL SCHEDULE AND DETAILS FOR STRUCTURAL INFORMATION.FOR INSULATION TYPE AND R-VALUE, SEE "WSEC ENERGY SCHEDULE" IN SECTION A0.TYPICAL WALL ASSEMBLY NOTES:1.2.3.4.5.6.7.8.SEE BUILDING PLANS IN SECTION A2, UNIT PLANS IN SECTION A3 AND STAIR AND CORE PLANS IN SECTION A9 FOR ASSEMBLY LOCATION AND DESIGNATIONS.SEE ELEVATIONS IN SECTION A5 FOR EXTERIOR FINISHES. FINISH SYSTEMS TO INCLUDE WEATHER RESISTIVE BARRIER (I.E.: BUILDING PAPER / FELT, 15# MIN -TYP), FINISH SYSTEMS TO INCLUDE AIR BARRIER PER WSEC SECTION 1314. SEE NOTES IN SECTION A0 FOR ADDITIONAL REQUIREMENTS.REFER TO STRUCTURAL FRAMING PLANS & SHEAR WALL SCHEDULE FOR PLACEMENT DETAILS.REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS.NOT ALL WALL TYPES LISTED MAY BE USED IN THIS PROJECT.WALL ASSEMBLIES TO COMPLY WITH IBC CHAPTER 7, FIRE RESISTANT MATERIALS & CONSTRUCTION (I.E.: FIRE BLOCKS, DRAFT STOPS, FLOOR/CEILING, ROOF/CEILING, ETC.).WATER RESISTANT GYPSUM BACKING BOARD SHALL BE INSTALLED OVER THE FIRE RESISTANCE RATED SYSTEM IN SHOWER AND TUB AREAS. THE GYPSUM BOARD REQUIRED FOR THE RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND SUCH FIXTURES.PROVIDE VAPOR BARRIER ON WARM SIDE WHERE ASSEMBLY IS EXPOSED TO AMBIENT TEMPERATURE (VAPOR BARRIER IS NOT SHOWN/NOTED).ASSEMBLY NUMBERING LEGEND/KEYWALL ASSEMBLY NUMBERINGCEFIPCORRIDOREXTERIORFURRINGINTERIORPARTY WALLCONCRETEMETALWOODBRICK/MASONRYCMWB1, 2, 3, 4 ... INSULATEDC(X) USE/LOCATION(Y) STRUCTURE MATERIAL(Z) SEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: CW1 (CORRIDOR, WOOD FRAMED, 1)ROOF/FLOOR/CEILING ASSEMBLY NUMBERINGRFCROOFFLOORCEILINGCONCRETEMETALWOODCMW1, 2, 3, 4 ... INSULATEDC(X) USE/LOCATION(Y) STRUCTURE MATERIAL(Z) SEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: FC1C (FLOOR, CONCRETE CONSTRUCTION, 1, INSULATED)XYZCUSE/LOCATIONSTRUCTURE MATERIAL SEQUENCECONDITIONED/UNCONDITIONEDEXAMPLE: EM2CNOT -INSULATED (BLANK)NOT -INSULATED (BLANK)KEY207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"GRADE PLANE341.2'12.2T.O. ROOF409.0'PROPERTY LINEGLASS GUARDRAILEYEBROWROOF ACCESS STAIRELEVATOR PENTHOUSERESIDENTIAL ENTRYPROJECTING SIGN PER RMZ 4-4-100 SECTION E.5.d , 24 SF MAX.LOFT LEVEL347' -2"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"T.O. PLATE @ STAIR418' -4"C.51C.53C.51C.52TYPE VATYPE IA9235141512BUILDING ADDRESS PER IFC SECTION 505STEEL CANOPY AND DOWN LIGHTSUNDER AWNING SIGN PER RMZ 4-4-100 SECTION E.5.f , 6 SF MAX.20166MIN. CLR. TYP.80"SSSSSSINDICATES SPANDREL GLAZING TYP.2020RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"GRADE PLANE341.2'PARKINGT.O. ROOF409.0'PROPERTY LINEEYEBROW OVERHANGEYEBROW OVERHANGBACKLIT INDIVIDUAL SIGNAGE LETTERS 18 SF SIGNAGE. WALL SIGN PER RMZ 4-4-100 SECTION E.5.c , 100 SF MAX.LOFT LEVEL347' -2"C.22C.07C.60C.03C.60C.04C.06C.09C.07C.22123567489921415167161116111561720SSS2020202020202222229262626RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"GRADE PLANE341.2'T.O. ROOF409.0'LOFT LEVEL347' -2"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"10' - 6"0' - 10"CCEEFFGGDDBBAAJJHHT.O. PLATE @ STAIR418' -4"C.49C.50C.08C.05C.08C.05C.08C.05C.27C.39C.29C.39C.27C.47C.48TYPE VATYPE IAC.17C.17C.20C.2575.6% TRANSPARENCY4' - 0"3' - 10"ROUTE DOWNSPOUT INTERNALLYROUTE DOWNSPOUT INTERNALLY9223125?615141241111AWNING SIGN PER RMZ 4-4-100 SECTION E.5.e , 17 SFUNDER AWNING SIGN PER RMZ 4-4-100 SECTION E.5.f , 6 SF MAX.13132061721916SINDICATES SPANDREL GLAZING TYP.16202020202020202425252525259326EXTERIOR FINISH LEGEND:1. VERTICAL FIBER CEMENT PANELS & REVEALS (HARDIE PANEL WOODSTOCK BROWN)2. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL CHESTNUT BROWN)3. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL AUTUMN TAN)4. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL KHAKI BROWN)5. FIBER CEMENT PLANKS (HARDIE PLANK COUNTRYLANE RED)6. BRICK VENEER ( MUTUAL MATERIALS BROWN VARITONE WITH MEDITERRANEAN ACCENT BANDS)ANTI-GRAFFITI COATING APPLIED TO MASONRY UP TO CANOPY HEIGHT (MIN.).7. WOOD TEXTURED FIBER CEMENT PLANKS (HARDIE PLANK PEARL GRAY)8. TRIM BOARD (HARDIE AUTUMN TAN)9. PAINTED METAL FLASHING (GRIZZLE GRAY SW7068)10. FASCIA BOARD (HARDIE AUTUMN TAN)11. SUBWAY TILE (DALTILE NATURAL HUES)12. GLASS GUARDRAIL WITH POWDER COATED ALUMINUM (MATCH GRIZZLE GRAY SW7068)13. METAL VENT HOOD (PAINTED TO MATCH WALL FINISH)14. ALUMINUM STOREFRONT SYSTEM (PRE-FINISHED TO MATCH GRIZZLE GRAY SW7068)15. STEEL CANOPY WITH CORRUGATED STEEL COVER AND DOWN LIGHTS (EVERGREENS SW6447)16. VINYL WINDOW (WHITE)17. VINYL SLIDING GLASS DOOR (WHITE)18. METAL PATIO DOOR (WHITE)19. FIBERGLASS PATIO DOOR (WHITE)20. WALL SCONCE, MODEL P5644-20, (ANTIQUE BRONZE)21. EXPOSED SEALED CONCRETE22. METAL EXIT DOOR (GRIZZLE GRAY SW7068)23. ALUMINUM GATE (GRIZZLE GRAY SW7068)24. ALUMINUM RAILING (GRIZZLE GRAY SW7068)25. TRIM BOARD (HARDIE CHESTNUT BROWN)26. COMPOSITE LUMBER (TREX TRANSCEND ISLAND MIST)SSPANDREL GLAZING TYP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated12/01/2016 WOOD RESUBMITTAL6/2/2020 2:21:11 PMA501ELEVATIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 NB2715 SUNSET LANE NERENTON, WA 98056A5011/8" = 1'-0"2SOUTHWEST ELEVATION -SUNSET LN NE1/8" = 1'-0"1WEST/SOUTHWEST ELEVATION- SUNSET LN NE1/8" = 1'-0"3SOUTH ELEVATION- HARRINGTON AVE NE104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTALAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"GRADE PLANE341.2'T.O. ROOF409.0'PROPERTY LINE2' - 0 7/8"EL. 344.20'LIGHT SCONCERES. AMENITY343' -0"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"T.O. PLATE @ STAIR418' -4"C.30C.11C.30C.12C.30C.13C.30C.14C.34C.16C.59C.34C.31C.15C.15C.31C.31C.15C.33C.46C.38C.36TYPE VATYPE IA1461529354251812DSDSDSDSDSDS212114159SSSSSSSSSINDICATES SPANDREL GLAZING TYP.2162020202322262626RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"GRADE PLANE341.2'10.212.211.1T.O. ROOF409.0'PROPERTY LINE9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"21' - 2"0' - 10"151613121114T.O. PLATE @ STAIR418' -4"C.45C.61C.58C.56C.57C.58C.58C.57C.35C.30TYPE VATYPE IABIKE RACKS4' - 0"
58.8% TRANSPARENCY
4' - 0"C.58C.5792126156149635UNDER AWNING SIGN PER RMZ 4-4-100 SECTION E.5.f , 6 SF MAX.AWNING SIGN PER RMZ 4-4-100 SECTION E.5.e , 17 SFUNDER AWNING SIGN PER RMZ 4-4-100 SECTION E.5.f , 6 SF MAX.DSDSDSDSDS20DS21MIN. CLR. TYP.80"1716202020252525253324RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"52' - 6"T.O. ROOF409.0'KCLS BLDG. T.O. PARAPETKCLS BLDG. GARAGE AIR INTAKE SHAFTKCLS BLDG. MECHANICAL SCREENPROPERTY LINEPROPERTY LINEABCEGHFB.3C.1E.1E.2E.3B.1B.2DD.113412112529216RESIDENTIAL BUILDING SIGN, 32 SF MAX. PER RMZ TITLE IV 4-4-100 SECTION E.4.a172626RES. LEVEL 1357' -10"RES. AMENITY343' -0"GHFC.28C.36C.32C.2114' - 10"61412SS20EXTERIOR FINISH LEGEND:1. VERTICAL FIBER CEMENT PANELS & REVEALS (HARDIE PANEL WOODSTOCK BROWN)2. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL CHESTNUT BROWN)3. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL AUTUMN TAN)4. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL KHAKI BROWN)5. FIBER CEMENT PLANKS (HARDIE PLANK COUNTRYLANE RED)6. BRICK VENEER ( MUTUAL MATERIALS BROWN VARITONE WITH MEDITERRANEAN ACCENT BANDS)ANTI-GRAFFITI COATING APPLIED TO MASONRY UP TO CANOPY HEIGHT (MIN.).7. WOOD TEXTURED FIBER CEMENT PLANKS (HARDIE PLANK PEARL GRAY)8. TRIM BOARD (HARDIE AUTUMN TAN)9. PAINTED METAL FLASHING (GRIZZLE GRAY SW7068)10. FASCIA BOARD (HARDIE AUTUMN TAN)11. SUBWAY TILE (DALTILE NATURAL HUES)12. GLASS GUARDRAIL WITH POWDER COATED ALUMINUM (MATCH GRIZZLE GRAY SW7068)13. METAL VENT HOOD (PAINTED TO MATCH WALL FINISH)14. ALUMINUM STOREFRONT SYSTEM (PRE-FINISHED TO MATCH GRIZZLE GRAY SW7068)15. STEEL CANOPY WITH CORRUGATED STEEL COVER AND DOWN LIGHTS (EVERGREENS SW6447)16. VINYL WINDOW (WHITE)17. VINYL SLIDING GLASS DOOR (WHITE)18. METAL PATIO DOOR (WHITE)19. FIBERGLASS PATIO DOOR (WHITE)20. WALL SCONCE, MODEL P5644-20, (ANTIQUE BRONZE)21. EXPOSED SEALED CONCRETE22. METAL EXIT DOOR (GRIZZLE GRAY SW7068)23. ALUMINUM GATE (GRIZZLE GRAY SW7068)24. ALUMINUM RAILING (GRIZZLE GRAY SW7068)25. TRIM BOARD (HARDIE CHESTNUT BROWN)26. COMPOSITE LUMBER (TREX TRANSCEND ISLAND MIST)SSPANDREL GLAZING TYP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated12/01/2016 WOOD RESUBMITTAL6/2/2020 2:21:21 PMA502ELEVATIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 NB2715 SUNSET LANE NERENTON, WA 98056A5021/8" = 1'-0"5EAST ELEVATION-SUNSET BLVD NE1/8" = 1'-0"4SOUTHEAST ELEVATION- SUNSET BLVD NE1/8" = 1'-0"6NORTH ELEVATION- NE 10TH ST1/8" = 1'-0"5aCLUBROOM ENTRY104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTALAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"52' - 6"T.O. ROOF409.0'EYEBROWT.O. PLATE @ STAIR418' -4"92351817?16RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"52' - 6"T.O. ROOF409.0'EYEBROW689759.18.17.16.26.15.25.14.2924123517?16?16RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"52' - 6"T.O. ROOF409.0'PROPERTY LINEVINYL WINDOWSEGHFE.1E.2E.3T.O. PLATE @ STAIR418' -4"D.1923351812?1716RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"52' - 6"T.O. ROOF409.0'23179EXTERIOR FINISH LEGEND:1. VERTICAL FIBER CEMENT PANELS & REVEALS (HARDIE PANEL WOODSTOCK BROWN)2. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL CHESTNUT BROWN)3. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL AUTUMN TAN)4. FIBER CEMENT PANELS & REVEALS (HARDIE PANEL KHAKI BROWN)5. FIBER CEMENT PLANKS (HARDIE PLANK COUNTRYLANE RED)6. BRICK VENEER ( MUTUAL MATERIALS BROWN VARITONE WITH MEDITERRANEAN ACCENT BANDS)ANTI-GRAFFITI COATING APPLIED TO MASONRY UP TO CANOPY HEIGHT (MIN.).7. WOOD TEXTURED FIBER CEMENT PLANKS (HARDIE PLANK PEARL GRAY)8. TRIM BOARD (HARDIE AUTUMN TAN)9. PAINTED METAL FLASHING (GRIZZLE GRAY SW7068)10. FASCIA BOARD (HARDIE AUTUMN TAN)11. SUBWAY TILE (DALTILE NATURAL HUES)12. GLASS GUARDRAIL WITH POWDER COATED ALUMINUM (MATCH GRIZZLE GRAY SW7068)13. METAL VENT HOOD (PAINTED TO MATCH WALL FINISH)14. ALUMINUM STOREFRONT SYSTEM (PRE-FINISHED TO MATCH GRIZZLE GRAY SW7068)15. STEEL CANOPY WITH CORRUGATED STEEL COVER AND DOWN LIGHTS (EVERGREENS SW6447)16. VINYL WINDOW (WHITE)17. VINYL SLIDING GLASS DOOR (WHITE)18. METAL PATIO DOOR (WHITE)19. FIBERGLASS PATIO DOOR (WHITE)20. WALL SCONCE, MODEL P5644-20, (ANTIQUE BRONZE)21. EXPOSED SEALED CONCRETE22. METAL EXIT DOOR (GRIZZLE GRAY SW7068)23. ALUMINUM GATE (GRIZZLE GRAY SW7068)24. ALUMINUM RAILING (GRIZZLE GRAY SW7068)25. TRIM BOARD (HARDIE CHESTNUT BROWN)26. COMPOSITE LUMBER (TREX TRANSCEND ISLAND MIST)SSPANDREL GLAZING TYP.Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:21:26 PMA503PLAZA COURTYARDELEVATIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 NB2715 SUNSET LANE NERENTON, WA 98056A5031/8" = 1'-0"7COURTYARD-SOUTH ELEVATION SUNSET BLVD NE1/8" = 1'-0"8COURTYARD-WEST ELEVATION SUNSET BLVD NE1/8" = 1'-0"10COURTYARD-NORTH SUNSET BLVD NE1/8" = 1'-0"9COURTYARD-NORTH NOOK SUNSET BLVD NE104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"T.O. PARAPET410' -4"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"RES. LEVEL 1357' -10"COMMERCIAL LVL 1336' -8"11PARKING LEVEL 2326' -6"RES. AMENITY343' -0"COMMERCIAL LVL 2339' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"234682.12.12.32.39753' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"18' - 10"2' - 4"10' - 2"9' - 3"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"9' - 3"11' - 3"8' - 0 1/2"CLR.7' - 7"CLR.7' - 10"CLR.7' - 7"9.18.17.16.26.15.25.13.12.22.410.10.10'1010TYPE VATYPE IARC1FC2CFC2FC2FC2CFC2FC2CFC1FC1FC2FC1FC1FC1FC2FC3CTYPE VATYPE IAFC2CIC1COMMERCIALPARKINGPARKINGHALLWAYFITNESSCLUBROOMBIKE STORAGE/SHOPELECTRICAL ROOMCOMMERCIALCLR.7' - 0"1.11.14.24.112' - 6"RW1FW1FW1FW1FW1PM1EB2FM2CCM1FW1FW1FW1FW1RW1RW21' - 9 3/4"11' - 6"8' - 0"8' - 0"8' - 0"FM2CIM3CM1FC4RES. LEVEL 2367' -10"RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"RES. LEVEL 1357' -10"11PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"LOFT LEVEL347' -2"PARKING LEVEL 2.5322' -6"234682.12.12.32.397524' - 8"10' - 8"10' - 0"10' - 0"10' - 0"10' - 0"9' - 0"3' - 6"9' - 3"11' - 0"9' - 8"10' - 8"10' - 0"10' - 0"10' - 0"10' - 0"9' - 0"3' - 6"9.18.17.16.26.15.25.13.12.22.410.110FC2FC1FC2FC1FC2RC1TYPE IATYPE VATYPE IATYPE VAUNDER SEPARATE PERMIT #B15001398PARKINGLOBBYLEASINGLEASING DIRECTORPARKINGLIBRARYELEV. LOBBYLOBBY1.11.14.24.1CM1CM1FC2CFW1FW1FW1FW1RW1FW18' - 0"8' - 0"FC2CLR.7' - 0"Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS3/32" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:21:31 PMA601SECTIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A6013/32" = 1'-0"1SOUTHERN BUILDING SECTION3/32" = 1'-0"2NORTHERN BUILDING SECTION104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"RES. LEVEL 1357' -10"RES. AMENITY343' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"AABCEGHHF3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"5' - 8"14' - 8"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"9' - 3"11' - 3"CLR.7' - 2"B.3C.1E.1E.2E.3B.1B.2DTYPE VATYPE IATYPE VATYPE IAFC2CFC2FC1FC1FC4CAPPROVED UNDER SEPERATE PERMITCM2FM36" RIGID INSUL. TO MAINTAIN 7' 2" CLR.CLR.7' - 6 1/2"BIKE STORAGE/SHOPSTORAGEPARKINGFC4CFC2D.1RW1FW1FW1FW1FW1RW2FW1CM1DOG WASHCLR.7' - 5"RES. LEVEL 2367' -10"RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"PARKING LEVEL 1337' -6"PARKING LEVEL 3317' -3"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"RES. LEVEL 1357' -10"AA.1COMMERCIAL LVL 1336' -8"COMMERCIAL LVL 1336' -8"FF.1EE.1BB.1PARKING LEVEL 2326' -6"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"LOFT LEVEL347' -2"A7013CCCCEEEEFFFFGGDDBBAAAAJJJJ3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"10' - 6"10' - 2"9' - 3"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"11' - 0"9' - 3"HHHHTYPE VATYPE IATYPE VATYPE IAFC4CFC2FC2CFM1FC2CFC1FC2FC1LOBBYLIBRARYWORK ROOMCOMMERCIALPARKINGPARKINGTOWNHOUSETOWNHOUSETOWNHOUSETOWNHOUSEVESTIBULE8' - 11 1/2"RW1FW1FW1FW1FW1RC18' - 0"CM1FC2CM1CM1RC1FC4RES. LEVEL 2367' -10"RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"RES. LEVEL 1357' -10"RES. AMENITY343' -0"LOFT LEVEL347' -2"PARKING LEVEL 2.5322' -6"PARKING LEVEL 2.5322' -6"AABCEGHHF3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"15' - 0"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"20' - 6"B.3C.1E.1E.2E.3B.1B.2DFC3CFC2CFC2CFC2FC1FC2FC1FC4CFM1FC2CTYPE VATYPE IATYPE VATYPE IAFM3FITNESSPARKINGPARKINGPARKINGPARKINGTOWNHOUSED.1AFF10' - 0"FM2CFW1FW1FW1FW1RW1CM3CM18' - 0"3' - 6"4' - 0"5' - 0"FC4CPARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"RES. AMENITY343' -0"LOFT LEVEL347' -2"4689759.18.17.16.26.15.25.1104.24.1FC2FC3CFC2FC3CFC2CM1FC2CFM3FC2C10' - 8"9' - 8"CM17' - 8"SLOPE PT SLAB, THIS PORTION OF RAMPScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS3/32" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:21:37 PMA602SECTIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A6023/32" = 1'-0"1EASTERN BUILDING SECTION3/32" = 1'-0"2WESTERN BUILDING SECTION3/32" = 1'-0"3NORTH-SOUTH BUILDING SECTION3/32" = 1'-0"4LOBBY RAMPS SECTION104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"15163' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"11' - 0"TYPE VATYPE IAFC1FC2A80116A8021PARKINGLOBBYRW1FW1FW1FW1FW1158 SFDETENTION VAULTEL. 324.50'FC13' - 6"9' - 6"RC110' - 9 1/4"CLR.7' - 0"R-30 RIGID INSUL.EYEBROW OVERHANGFACE MOUNTED GUARDRAIL UNITUNITUNITUNITUNITCM1BE101117BE101117SIMA8055A80512SIMRES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"AA.1PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"AA3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"11' - 0"TYPE VATYPE IAFC1FC2CFC4C0' - 6"A80116A8018A8022PARKINGVESTIBULELOBBYFC2RW1FW1FW1FW1FW1RC1EYEBROW OVERHANGUNITUNITUNITUNITUNITFC4C2' - 0"1' - 0"36"X72" RECESSED WALK-OFF MATA8048BE101120A80511SIMRES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"A3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"11' - 0"TYPE VATYPE IAA8018A8024PARKINGLOFT AREAFC4CFM2CFM1FC2CFC1CM1RW1FW1FW1FW1FW1RC1EYEBROW OVERHANGUNITUNITUNITUNITUNITFC4BE101120BE101116A8023SIMBE503518A80511A80516RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"COMMERCIAL LVL 1336' -8"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"151614TYPE VATYPE IAFC1FC2CFC4CA80111A80110A8023FC2CM2FM1PARKINGPARKINGBEDROOM/LOFT AREALIVING/DININGCM1RW1FW1FW1FW1FW1FW2CLR.7' - 0"R-30 RIGID INSUL.PER STRUCT.30" MAX.FC1FC2RC13' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"10' - 6"10' - 2"9' - 3"BALCONY GUARDRAILUNITUNITUNITUNITUNITFC4BE101116BE101120BE101120A8058A8057Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:21:43 PMA701WALL SECTIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A7011/4" = 1'-0"4WALL SECTION @ DETENTION VAULT1/4" = 1'-0"3WALL SECTION @ MAIN ENTRY1/4" = 1'-0"2WALL SECTION @ TOWNHOME B ENTRY1/4" = 1'-0"1WALL SECTION @ TOWNHOME A ENTRY104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"COMMERCIAL LVL 1336' -8"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"PARKING LEVEL 2.5322' -6"JJHH3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"10' - 6"10' - 2"4' - 0"TYPE VATYPE IARC1COMMERCIALPARKINGFW1FW1FW1FW1FC2FC2CFC1EYEBROW OVERHANGBELLYBAND OVERHANGUNITUNITUNITUNITUNITFC4BE203239BE203245BE101120BE101116BE300301A80513A80514A80514A80514A80514SIMRES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"COMMERCIAL LVL 2339' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"JJHH18' - 10"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"8' - 2"5' - 3"7' - 3"4' - 0"5' - 3"TYPE VATYPE IAFC1FC2FC2CFC3CA80116A8018A8027PARKINGPARKINGCOMMERCIALFC2RC1RW1FW1FW1FW1FW1EYEBROW OVERHANGFACE MOUNTED GUARDRAIL UNITUNITUNITUNITUNITFC4BE101120A80512SIMPARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"RES. AMENITY343' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"GHF14' - 10"9' - 3"7' - 3"4' - 0"5' - 3"TYPE IAFC1FC2FC2FC3CA8018A8028A8029FC2CPARKINGPARKINGFITNESSBE101120A8013SIMRES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"RES. AMENITY343' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"H3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"9' - 3"7' - 3"4' - 0"TYPE VATYPE IAFC1FC2CFC2CFC4CA80211CM2FC2RW1FW1FW1FW1FW1CM1STORAGEPARKINGDOG WASHEYEBROW OVERHANGUNITUNITUNITUNITUNITBE101120A8053A80511Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"08/01/2016 CONSTRUCTION SET6/2/2020 2:21:48 PMA702WALL SECTIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A7021/4" = 1'-0"4WALL SECTION @ MAIN COMMERCIAL ENTRY1/4" = 1'-0"3WALL SECTION @ COMMERCIAL ENTRY1/4" = 1'-0"2WALL SECTION @ FITNESS ENTRY1/4" = 1'-0"1WALL SECTION @ DOG WASH WALL104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"1PROPOSEDMIXED-USE BUILDINGEXISTING KCLS LIBRARYVERTICAL SUPPORT COLUMNS BUILT AT TIME OF LIBRARY CONSTRUCTIONLIBRARY EGRESSLIBRARY GARAGE EGRESSLIBRARY ROOFPROPERTY LINE0' - 9"LIBRARYPARKING LEVEL 1.5333' -9"23' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"24' - 1"FC1FC2CFOR REFERENCE ONLYTYPE VATHIS PERMITTYPE IAA70341.1RW1FW1FW1FW1FW1PARKINGUNITUNITUNITUNITUNITEYEBROW OVERHANGA80515A80510RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"3' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"13' - 5"7' - 3"4' - 0"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"ETYPE VATYPE IAFC3CFC2FC2FC2CFC2FC1D.1RW1RW2FW1FW2FW1FW1FW1PARKINGPARKINGCOMMERCIALUNITUNITUNITUNITUNITCORRIDORBALCONY GUARDRAILA8058A8057RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"RES. LEVEL 1357' -10"1PARKING LEVEL 1.5333' -9"10' - 0"10' - 0"10' - 0"10' - 0"24' - 1"TYPE VATYPE IAFC2FC1FC2CPROPOSEDMIXED-USE BUILDINGEXISTING KCLS LIBRARY1.1FW1FW1FW1FW3CUNITUNITUNITUNITELECTRICAL ROOMPARKINGWALL MOUNTED GUARDRAILA7034SIMA8056A805108' - 8 7/8"8' - 8 3/8"RES. LEVEL 1357' -10"1PROPOSEDMIXED-USE BUILDINGEXISTING KCLSLIBRARYCMU WALLLIBRARY ROOFPROPERTY LINE0' - 9"RES LEVEL 1, CONC FLOOR SLABDIST BETWEEN PROPERTY LINE AND LIB FIN FACEPROPERTY LINE0' - 4"TEMPORARY SHORING ABOVE LIBRARY STAIR AND SHARED DRIVEFLASHING OVER GAP1.14' - 8"EB4EW1Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:21:52 PMA703WALL SECTIONS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A7031/4" = 1'-0"3NORTH-SOUTH SECTION DETAIL1/4" = 1'-0"2PLAZA/COURTYARD SILL SECTION1/4" = 1'-0"1NORTH-SOUTH SECTION @ BAY1/2" = 1'-0"4PROPERTY LINE SECTION DETAIL104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
MASONRY VENEER PER ELEVATIONGRADE PER CIVILSEE STRUCTURALDRAWINGS FOR ATTACHMENT AND REINFORCEMENT DETAILSVARIESMIN.0' - 6"VENT CELLS @ 16" OCMORTAR NETGALVANIZED METAL FLASHINGBE100106R-30 FG BATT INSUL.P.T. CONCRETE SLAB PER STRUCTURALMASONRY VENEERSEE ELEVATION FOR LOCATIONGALV. MTL. FLASHINGWALL ASSEMBLY PER PLANFINISH GRADE PER CIVILPROVIDE THICKENED SLAB EDGE OR MASONRY VENEER SUPPORT OPTIONVENT CELLS @ 16" OCMORTAR NETR-13.3 C.I. @ RES.R-9.5 C.I. @ NON-RESBE101113R-13.3 C.I. @ RES.R-9.5 C.I. @ NON-RES9CONC. CURBPER STRUCTURALDRAIN MATP.T. SLAB PER STRUCTURALLEVEL R1PAVERS ON PEDESTALS 3' - 6"6"3 1/2"SAFETY GLASS PANELS PER MANUF.2 1/2" SQ. CAP RAIL6"x4" BOLT PLATE ATTACHMENT PER STRUCTURALSHEET CLAMP2" SQ. BALUSTERSHEET CLAMP6"2' - 4"0' - 8"1"PRE-FINISHED COPING W/ STANDING SEAM AT JOINT OVER HIGH TEMP SAM APPLIED TO PRIMED SUBSTRATESLOPED CEDAR SHIM OR OTHER APPROVED NO-ROT SHIMBE400408STEP CONCRETE DECK AND SLOPE TO DRAIN PER STRUCTURALTOPPING SLAB, SLOPE TO DRAIN METAL FURRING1/2" HARDI SOFFITR-30 BATT INSULATIONFLOOR DRAIN, ROUTE TO INTERIORLINTEL PER STRUCTURALLENTEL PER STRUCTURALA8018R21 PG BATT INSUL.R-13.3 C.I. @ RESR-9.5 C.I. @ NON-RESDRAIN MATBE4004099MASONRY VENEER PER ELEVATIONSWRAP GWB @ CORNER1" RIGID INSULATIONBE5035039R-30 FG BATT INSULATIONMETAL FURRING 1/2" HARDI-SOFFITFLASHING W/ DRIP EDGERIGID INSULATION AT SLAB EDGEBE202232R-13 RIGID INSULATIONMETAL FURRING STUDS5/8" TYPE 'X' GWB FINISH TYP., 2 LAYERS WHERE BEAM SUPPORTS FLOORSTOREFRONT WINDOWMASONRY VENEER BEYONDPRE-FINISHED METAL FLASHING WITH DRIP EDGE, PERFORATE LOWER PIECE FOR DRAINAGEEXT.INT.BE503521R-13 FOIL FACED POLYISO INSULATION9EMBEDDED STEEL CHANNEL PER STRUCTURALSTEEL BEAM PER STRUCTURALSTEEL CHANNEL PER STRUCTURALMETAL GUTTERCORRUGATED METAL COVERINGMASONRY VENEERR13 RIGID INSUL @ BEAMCOVER GAP W/ FLASHINGEMBEDDED STEEL PLATE PER STRUCTURALSLOPE 1/2" PER FOOTSTEEL ANGLE PER STRUCTURALC15 STEEL CHANNEL PER STRUCTURALCORRUGATED METAL COVERSTEEL CHANNEL PER STRUCTURAL4"X3" CONT. GUTTER, FASTEN TO P.T. BLOCKING5/8" TYPE 'X' GWB FINISH, TWO LAYERS AT BEAMS SUPPORTING FLOORSMETAL FURRING STUDSHSS STEEL BEAM PER STRUCTURALR-13 RIGID @ HSS TYP.PAINTED METAL FLASHING PER BUILDING ENVELOPETYP. U.N.O.4' - 6"STOREFRONT WINDOWKNIFE PLATE PER STRUCT. DECORATIVE TIE ROD PER STRUCTURALPLATE PER STRUCT. ALIGN W/ STEEL CHANNELLINTEL PER STRUCT.DOWNSPOUT0' - 3"FLASHING WITH DRIP EDGE BELOW CORRUGATED METALFLASHING WITH DRIP EDGE OVER GAP, INTEGRATE PER WP NOTE : SEE ELEVATIONS FOR TIE ROD LOCATIONSBE203245SPRAY FOAMPOST BASEPER STRUCTURALP.T. COLUMN PERSTRUCTURALTHRU BOLTSPER STRUCTURALCONC. PLINTHPER STRUCTURALNOTE:SEE STRUCTURAL DRAWINGS FOR ANCHORING AND REINFORCING INFORMATION.WATERPROOFING SYSTEMPER MANUFP.T. SLAB PER STRUCTURALLEVEL R11"1"1' - 0"1' - 0"EQEQEQEQCONC. PLINTH 12" X 12" CHAMFER 1" EDGETOPPING SLAB OR PAVERS ON PEDESTALS PER PLANSBE401413STOREFRONT WINDOWFLASHING W/ DRIP EDGETILE VENEER SEE ELEVATION FOR LOCATIONFINISH GRADE PER CIVILR-19 FG BATT INSUL.R-8.5 C.I.BE102124SS BASE OF WALL FLASHING9STOREFRONT WINDOWSEALANT & WATERPROOFING @ SILL BY OTHERSINTERIOREXTERIORFINISH GRADE PER CIVIL1/4"SLOPE 1/4" / FT MIN.0' - 2"9BE503517LOFT LEVEL347' -2"HSS BEAM PER STRUCTURALSTOREFRONT WINDOWFM1GUTTERFLASHING W/ DRIP EDGESHEET CLAMPS3 1/2" X 3 1/2" TOP AND BOTTOM RAIL2" X 2" BALUSTERSSAFETY GLASS PER MANUF.2 LAYERS 5/8" TYPE 'X' GWBKNIFE PLATE AND THROUGH BOLTS @ ENDS PER STRUCT42"6"28"6"SLOPE 1/4"/FT.2 LAYERS 5/8" TYPE 'X' GWB SHEATHING METAL FURRING STUDSKNIFE PLATE AND THROUGH BOLTS @ ENDS PER STRUCTCANOPY PER DETAIL 16/A801 FLASHING CAP BETWEEN GUTTERS AS SHOWN W/ DRIP EDGESPRAY FOAMFILL CAVITY WITH SEMI RIGID MINERAL WOOLCOVER GAP, TOP AND BOTTOM, WITH SS FLASHING0' - 3"FASCIA: PREFINISHED FLASHING WITH DRIP EDGE99RES. LEVEL 1357' -10"2' - 10"7' - 0 3/4"11 1/4"3 1/2"BIDDER DESIGNED PRECAST CONCRETEBBQ AREA WORK SURFACE PER PLANS4' - 0"0' - 9"0' - 6"1' - 6"0' - 6"0' - 9"2 X 12 CEDAR2X4 CEDAR @ 12" O.C.6X6 CEDAR POSTSBIDDER DESIGNED OUTDOOR CASEWORK STRUCTURECONTINUOUS CAP FLASHING ON ALL HORIZ. SURFACES27" MIN. CLR.STEEL COLUMN2 LAYERS 1/2" TYPE X GWBSTOREFRONT SYSTEMEXTERIOR ENTRY DOORPRE-FINISHED METAL PANELSHIM AS REQUIREDMETAL FURRING CHANNELFILL CAVITY WITH CCSPF INSULATION9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:21:57 PMA801EXTERIOR DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8011" = 1'-0"1MASONRY VENEER SUPPORT OPTION1" = 1'-0"2EXTERIOR WALL CONNECTION @ SLAB1" = 1'-0"8CONCRETE CAP & RAILING DETAIL3/4" = 1'-0"10CANTILEVERED FLOOR @ DECK1 1/2" = 1'-0"13STOREFRONT JAMB DETAIL1" = 1'-0"7CANTILEVERED FLOOR1 1/2" = 1'-0"15HSS BEAM DETAIL1" = 1'-0"14STEEL CANOPY PLAN @ END3/4" = 1'-0"16STEEL CANOPY DETAIL w/ GUTTER3/4" = 1'-0"12POST BASE DETAIL1 1/2" = 1'-0"6STOREFRONT SILL @ TILE VENEER1 1/2" = 1'-0"5STOREFRONT SILL @ GRADE3/4" = 1'-0"11EXTERIOR TOWNHOME DECK @ END1" = 1'-0"3BARBECUE AND TRELLIS1 1/2" = 1'-0"9STOREFRONT DOOR JAMB104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
ARE POWDER-COATED ALUM.ALL JULIET BALCONY MATERIALSNOTE:NOTE:SEE STRUCTURAL DRAWINGSFOR STRUCTURAL INFORMATION.KNIFE PLATE PER STRUCT.2 1/2" SQ. CAP RAILSHEET CLAMPTEMPERED GLASS PANELS PER MANUF.KNIFE PLATE PER STRUCT.SHEET CLAMPSLOPED GALV. FLASHING OVER GAP3' - 6"SILL1' - 0"1 1/2"0' - 2 1/2"VERIFY2' - 9 1/2"0' - 6"BE400411STEP P.T. PER STRUCTURALCONC. SLAB OVER AGGREGATE PER ASSEMBLYBEAM PER STRUCTURALRC1FC2CLOFT LEVEL347' -2"2 LAYERS OF 5/8" TYPE 'X' GWB SHEATHINGFM1FM2CCEILING ASSEMBLY TO BE CONTINUOUS ABOVE STOREFRONTCANOPY PER DETAIL 16/A801PAINTED METAL FLASHING PER BUILDING ENVELOPE3"2 1/2"SPRAY FOAM STEEL BEAM AND CAVITY AT WINDOW HEADBE5035189COMMERCIAL LVL 1336' -8"SLOPE PER PLANSEC3SLOPE GALV. METAL FLASHING W/ DRIP EDGER-30 RIGID INSULATION WRAP AT BEAMR-30 BATT INSULATIONBE102124SS BASE OF WALL FLASHING9COMMERCIAL LVL 2339' -0"SLOPE 1/4" / FT MIN.SIMWATERPROOFING SYSTEMSLOPE 1/4" / FT MIN.RES. AMENITY343' -0"SLOPE TO DRAIN PER PLANTHROUGH WALL SCUPPERS PER PLAN4 1/2"SLOPE TO DRAIN PER PLAN3"3' - 0"PROVIDE CHAMFER @ T.O. WALLBE400401RES. AMENITY343' -0"R-30 RIGID INSULATION WRAP AT BEAMR-30 BATT INSULATIONBE102123WATERPROOFING SYSTEMSS COVER FLASHING9RES. LEVEL 1357' -10"GALV. METAL FLASHING TRANSITION W/ DRIP EDGELINTEL PER STRUCTURALEW1FC2EC3CM2EC3RIGID INSULATION AT SLAB EDGEBE401419SHEET CLAMPS3 1/2" X 3 1/2" TOP AND BOTTOM RAIL2" X 2" BALUSTERSTEMPERED GLASS PER MANUF.KNIFE PLATE AND THROUGH BOLTS @ ENDS PER STRUCTKNIFE PLATE AND THROUGH BOLTS @ ENDS PER STRUCTFLASHING W/ DRIP EDGE PER WP DWGS2 LAYERS 5/8" TYPE 'X' GWB SHEATHINGMETAL FASCIANOTE:SEE STRUCTURAL DRAWINGSFOR STRUCTURAL INFORMATION.3' - 6" MIN. A.F.F.2' - 8"BLOCKING PER STRUCTURALBLOCKING PER STRUCTURALARE ALL POWDER-COATED ALUM.ALL JULIET BALCONY MATERIALSNOTE:FFPOWDER-COATED ALUM.ALL MATERIALS ARE2"x2" POSTSTEMPERED GLASS PANELS PER MANUF.2 1/2"x2 1/2" TUBEKNIFE PLATE PER STRUCTURAL1"x1 1/2" SHEET CLAMPNORMAL TOP RAILNOTE:6"4"MAX.0' - 3 1/2"BE300302BE300302EYEBROW PER STRUCT.3' - 6"0' - 6"VERIFY2' - 9 1/2"0' - 2 1/2"KNIFE PLATE PER STRUCT.2 1/2" SQ. CAP RAILSHEET CLAMPTEMPERED GLASS PANELS PER MANUF.KNIFE PLATE PER STRUCT.SHEET CLAMPBE400412ALL MATERIALS ARE POWDER-COATED ALUM.2"x2" POSTS2 1/2"x2 1/2" TUBE6"x6" BOLT PLATE PER STRUCTURALFF ELEV1"x1 1/2" SHEET CLAMP3' - 6"SECTIONELEVATION6"2 1/2"2' - 9 1/2"TEMPERED GLASS PANELS PER MANUF.INTERIOREXTERIORR-30 FG BATT INSULATION0' - 3 1/2" TYP.P.T. CONCRETE SLAB PER STRUCTURALSS FLASHING, TYP.SOFFIT STEP PER STRUCTURALMASONRY VENEER, SEE ELEVATIONS FOR LOCATIONMORTAR NETVENT CELLS @ 16" OCTOPPING SLAB OR PAVERS ON PEDESTALS PER PLANSWATERPROOFING SYSTEM PER MANUFSLOPE 1/4" / FT. MIN.BE4004079Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:22:04 PMA802EXTERIOR DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8021" = 1'-0"1JULIET BALCONY @ UNIT 3073/4" = 1'-0"2SIDEWALK OVER GARAGE LEVEL1" = 1'-0"4CANOPY @ CANTILEVERED FLOOR1" = 1'-0"3EXTERIOR METAL STUD WALL OVER GARAGE1" = 1'-0"7SIDEWALK @ STOREFRONT OVER GARAGE3/4" = 1'-0"8PLANTER OVER GARAGE1" = 1'-0"9FURRED CONCRETE WALL OVER GARAGE1" = 1'-0"11CONC. CANTILEVER @ COMM. ENTRY1" = 1'-0"10TOWNHOUSE DECK @ SIDE1" = 1'-0"13JULIETTE BALCONY - SECTION3/4" = 1'-0"6JULIETTE BALCONY @ BRICK VENEER3/4" = 1'-0"12FACE MOUNT DECK GUARDRAIL (EXTERIOR)1" = 1'-0"5STEPPED SLAB DETAIL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
1 TREAD12" TOP EXTENSIONTOP OF HANDRAIL MUST BE 34 TO 38" ABOVE THE STAIR NOSINGRETURN1 1/2" DIA. HANDRAILWOOD BLOCKING AT HANDRAIL SUPPORTSRETURN1-1/2" DIA. PIPE BARRIERPLAN VIEW ELEVATIONBARRIER TO LEVELS BELOW EXIT DISCHARGE PER IBC 1022.8SPRING LOADED HINGES2" SQ. TUBE TYP.4"X4"X1/2" PLATE TYP.0' - 3"PER PLAN0' - 3"3' - 0"PER PLAN2' - 6"STAIR TREAD1-1/2" DIA. PIPE BARRIERBARRIER GATE TO COMPLY WITH 2012 IBC SECTION 1008.1.6 FOR DOOR SWING REQUIREMENTSMIN.0' - 4"PLANSECTIONENDS OF HANDRAILS MUST RETURN SMOOTHLY INTO A WALL, FLOOR, OR POST3"RETURN TO WALLEXTENSION DIMENSION1 1/2" CLEAR SPACE BETWEEN HANDRAIL AND WALLWOOD BLOCKING1 1/2" DIA. ROUND TUBE @ 36" A.F.F. OR STAIR NOSINGNOTE: SUPPORT HANDRAIL FROM BOTTOM SO GRIPPING SURFACE IS NOT INTERRUPTED0' - 1 1/2" SPACEEXTERIORNOTES:1. PROVIDE 36" HIGH HANDRAIL AT RAMPS AND STAIRS PER IBC SECTION 1012. SEE DETAIL 5/A803.1 1/2" DIA. ROUND HANDRAIL @ 36" A.F.F.HANDRAIL SUPPORT PER MANUFACTURERTEMPERED GLASS PANELS PER MANUF.1 1/2" DIA. ROUND HANDRAIL @ 36" A.F.F.1 1/2" CAP RAILBASE SHOE PER MANUFACTURERSECTIONELEVATIONSTAIR TREAD3' - 0"3' - 6"STEEL CHANNEL PER MANUF.1 1/2" CAP RAILFF ELEVTEMPERED GLASS PANELS PER MANUF.1 1/2" CAP RAILBASE SHOE PER MANUFACTURERFF ELEVNOTES:1. PROVIDE 36" HIGH HANDRAIL AT RAMPS AND STAIRS PER IBC SECTION 1012. SEE DETAIL 5/A803.SECTIONELEVATIONGWB FINISH @ INTERIORBASE SHOE PER MANUFACTURERSUPPORT ANCHOR PER MANUFACTURER42"TEMPERED GLASS PANELS PER MANUF.STRINGER CONNECTION. SEE STRUCTURAL 4/S4.2 FOR ATTACHMENT DETAIL.CONCRETE TREADS PER MFR.FINISH FLOOR12" STEEL CHANNEL STRINGER PER MFR.BENT METAL RISERLEADING EDGE OF STAIRS TO BE CURVED OR BEVELED TYP. PER ICC/ANSI A117.1-2009 SEC. 504.5CONC. OVER METAL PAN DECKING PER MFR.12" STEEL CHANNEL STRINGER w/ CONC TREADS PER MFR.LANDING TO STRINGER CONNECTION PER MFR.LEADING EDGE OF STAIRS TO BE CURVED OR BEVELED TYP. PER ICC/ANSI A117.1-2009SEC. 504.512" STEEL CHANNEL STRINGER PER MFR.1"TREADRISERABRASIVE SAFETY STRIPCONC. TREAD PER MFR.MTL. STUD WALLCMU WALL3' - 4"FUR OUT WALL W/ RIGID INSUL. @ CONDITIONED SPACEGA FILE No. CM 1451:BASE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD APPLIED AROUND TUBE STEEL COLUMN AND HELP IN PLACE WITH PAPER MAKING TAPE. LAYER NO. 24 MSG GALVANIZED STEEL COLUMN COVER CONSISTING OF TWO L-SHAPED SECTIONS WITH SNAP-LOCK SHEET STEEL JOINTS. FACE LAYER OF 1/2" TYPE 'X' GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO COLUMN COVER WITH 1" TYPE S DRYWALL SCREWS 8" O.C. SPACED 1" FROM VERTICAL EDGES. METAL CORNERBEAD APPLIED TO ALL CORNERS WITH 1" TYPE S DRYWALL SCREW 12" O.C. IN EACH FLANGE.STEEL COLUMN2 LAYERS 1/2" TYPE X GWB* FOR STRUCTURAL STEEL COLUMNS, THE COLUMN SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT PROTECTION FOR THE FULL LENGTH OF THE COLUMN INCLUDING CONNECTIONS AND WITHIN CONCEALED SPACESGA FILE No. BM 1137:TWO LAYERS 5/8" PROPRIETARY TYPE 'X' GYPUM WALLBOARD ATTACHED TO BEAM CAGE WITH TYPE S-12 DRYWALL SCREWS, 1" LONG FOR BASE LAYER AND 1 5/8" LONG FOR FACE LAYER, SPACED 12" O.C. BASE AND FACE JOINTS STAGGERED.BEAM CAGE:FABRICATED FROM NO. 24 GAUGE 7/8" X 1-3/8" STEEL ANGLES SCEW ATTACHED TO STEEL JOISTS AND NO. 25 GAUGE 2-1/2" STEEL RUNNER TRACK SUPPORTING 1-5/8" STEEL STUDS 24" O.C. BELOW BEAM LOWER FLANGE. (ONE HOUR UNRESTRAINED BEAM)STEEL FURRING @ 24" O.C.2-1/2" STEEL RUNNER TRACK2 LAYERS 5/8" TYPE X GWBSTEEL BEAMNO. 24 GA 7/8"X1-3/8" STEEL ANGLESJOISTS PER STRUCTURALGA FILE No. CM 2455:BASE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO 1-5/8" STEEL STUDS LOCATED AT EACH CORNER OF TUBE STEEL WITH 1" TYPE S DRYWALL SCREWS 24" O.C.. SECOND LAYER OF 5/8" TYPE X GYPSUM BOARD APPLIED WITHOUT HORIZONTAL JOINTS WITH 1-3/4" TYPE S DRYWALL SCREWS12 O.C. AND WIRE TIED WITH 18 GA. WIRE 24" O.C.. FACE LAYER OF 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO STUDS WITH 1" DRYWALL SCREWS 12" O.C. METAL CORNERBEAD APPLIED TO ALL CORNERS WITH 1" DRYWALL SCREWS 12" O.C. IN EACH FLANGE. JOINT COMPOUND 1/16" THICK APPLIED OVER CONER BEAD.STEEL COLUMN1 LAYERS 1/2" TYPE X GWB1-5/8" MTL. FRAMING AT CORNERS2 LAYERS 5/8" TYPE 'X' GWB* FOR STRUCTURAL STEEL COLUMNS, THE COLUMN SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT PROTECTION FOR THE FULL LENGTH OF THE COLUMN INCLUDING CONNECTIONS AND WITHIN CONCEALED SPACESGA FILE No. CM 3454:BASE LAYER1/2" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO 1 5/8" STEEL STUDS LOCATED AT EACH CORNER OF TS 4x4x0.188 TUBE STEEL COLUMN WITH 1" TYPE S DRYWALL SCREWS 24" O.C. SECOND LAYER1/2" TYPE X GYPSUM BOARD APPLIED WITHOUT HORIZONTAL JOINTS WITH 1 3/4" TYPE S DRYWALL SCREWS 12" O.C. IN EACH FLANGE THIRD LAYER 1/2" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO STEEL ANGLES WITH 1" TYPE S DRYWALL SCREWS 12" O.C. FOURTH LAYER 1/2" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO STEEL ANGLES WITH 1 3/4" TYPE S DRYWALL SCREWS 12" O.C. FACE LAYER5/8" TYPE X GYPSUM WALLBOARD APPLIED WITHOUT HORIZONTAL JOINTS TO STEEL ANGLES WITH 2" TYPE S DRYWALL SCREWS 12" O.C. METAL CORNERBEAD APPLIED TO ALL CORNERS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. IN EACH FLANGE. JOINT COMPOUND 1/16" THICK APPLIED OVER CORNERBEAD.STEEL COLUMN4 LAYERS 1/2" TYPE X GWB1-5/8" MTL. FRAMING AT CORNERS1 LAYERS 5/8" TYPE 'X' GWB* FOR STRUCTURAL STEEL COLUMNS, THE COLUMN SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT PROTECTION FOR THE FULL LENGTH OF THE COLUMN INCLUDING CONNECTIONS AND WITHIN CONCEALED SPACESEXTEND GWB TO UNDERSIDE OF SHEATHING BOTH SIDES OF RATED ASSEMBLYEXTEND 2 HOUR RATED CEILING ASSEMBLY THROUGH 2 HOUR RATED WALLS, BOTH SIDESPLUMBING PERMITTED IN FLOOR JOISTS, DO NOT RUN WITHIN HATCHED AREASFIRESTOP PENETRATIONSHATCHED AREA INDICATES 2 HOUR EXIT PASSAGEWAY ENCLOSURENO PLUMBING PENETRATIONS PERMITTEDCM3FM1PM2FM2PM2FM2CONTINUOUS BLOCKINGPER STRUCTURALMIN. 2HR RATED ASSEMBLYScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:22:07 PMA803INTERIOR DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8031 1/2" = 1'-0"4STAIR - HANDRAIL EXTENSION3/4" = 1'-0"8EGRESS BARRIER3" = 1'-0"5INTERIOR/EXTERIOR STAIR/RAMP HANDRAIL3/4" = 1'-0"6TOP MOUNTED GLASS GUARDRAIL@ STAIR (INTERIOR3/4" = 1'-0"7TOP MOUNTED GLASS GUARDRAIL (INTERIOR)3" = 1'-0"1STAIR - B.O. STRINGER@ TYPE IA CONSTRUCTION1 1/2" = 1'-0"3STAIR - B.O. STRINGER TO LANDING@ TYPE IA CONSTRUCTION3" = 1'-0"2STAIR - CONC. TREAD/RISER@ TYPE IA CONSTRUCTION1" = 1'-0"9METAL STUD OVER CMU3" = 1'-0"111 HOUR STEEL COLUMN PROTECTION1 1/2" = 1'-0"101 HOUR STEEL BEAM PROTECTION3" = 1'-0"122 HOUR STEEL COLUMN PROTECTION3" = 1'-0"133 HOUR STEEL COLUMN PROTECTION3/4" = 1'-0"15PLUMBING @ EXIT PASSAGEWAY3/4" = 1'-0"14VERTICAL SHAFT FIRE BLOCKING - 2HR104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
COMPRESSION POST. SECTIONTYPE VARIES DETERMINED BYPLENUM DEPTHCROSS TEEMAIN TEEHANGER WIRECONCRETE DECK1/2" OR 5/8" PANELS24" -48"16" -24"18" -60"48"7/8"8" MAX7/8" X 7/8" WALL MOLDINGACM7 SEISMIC CLIPTEEPERIMETER HANGAR WIRESCREW ATTACHED (OPTIONAL)FASTENERWALL ANGLE SUPPORTFASTENED TO GRIDHOLD DOWNCLIPPERIMETERHANGAR WIRE8" MAX61ATTACH SCREW THROUGHEITHER TOP FASTENER OPENING (OPTIONAL)ATTACH SCREW THROUGHEITHER SIDE (OPTIONAL)ACM7 WALL ATTACHMENT CLIP7/8"45.0°MODIFIED SPLICE CLIP5/8" TYPE 'X' GWBSUSPENDED CEILING SYSTEMCONCRETE P.T. SLAB, FINISHED FLOOR PER PLANSSTOREFRONT WINDOW6" LT. GA. STEEL STUDS PER STRUCTURAL CHANNEL MOULDING FASTENED TO MODIFIED ANGLER-13 RIGID INSULATIONSTOREFRONT WINDOWPREFINISHED METAL FLASHING PER WATERPROOFINGLIGHT FIXTURECROSS TEELIGHT FIXTUREMOUNTING BRACKETGYPSUM CEILING PANELMAY BE SLACKMAY BE SLACKCROSS TEELIGHT FIXTUREMOUNTING BRACKETLIGHT FIXTUREGYPSUM CEILING PANELFLOOR ELEVATIONSTOREFRONT DOOR W/ WEATHERSTOPWALK-OFF MAT, PER SPECSTHICKNESS 1"ADA THRESHOLDFINISH PER INTERIOR DWGS.VESTIBULE(BEVELED)1/2" MAXRUNRISE3 -2x STRINGERSTYP. U.N.O. CENTERSTRINGER WITH 2 -2x4 STRONG BACKTYP.3/4" PLYWOOD RISER1 1/8" HARDBOARDTREAD WITH EASEDNOSINGSEE PLAN FOR TYP.RISE & RUNDIMENSIONS5/8" G.W.B. ASREQUIREDSTAIR ASSEMBLY:PER IBC SECTION 1009 AND 1012. a) WIDTH 44"MIN.; HEADROOM 6'-8" MIN. b) RISER 7" MAX. AND 4" MIN.; TREAD 11"MIN. c) TOP OF HANDRAIL AT 34" MIN. AND 38" MAX. ABOVE TREAD NOSING d) HANDRAIL WIDTH 1-1/4" MIN. AND 2" MAX. e) INSTALL FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF RUN f) COVER USABLE SPACE UNDER STAIR WITH 5/8" GWB.3'-0"1-1/2" DIA. HANDRAIL@ 36" HIGH, SEE HANDRAIL DETAILScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:22:10 PMA804INTERIOR DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8041/2" = 1'-0"1SUSPENDED CEILING - SEISMIC REQUIREMENTS1 1/2" = 1'-0"2SUSPENDED CEILING -SEISMIC CLIP ISOMETRIC1 1/2" = 1'-0"3SUSPENDED CEILING - ELEVATIONCHANGE (SEISMIC CATEGORY D)1 1/2" = 1'-0"4SUSP. CEILING - SEISMIC CLIP1" = 1'-0"5CEILING @ SLAB EDGE DETAIL1 1/2" = 1'-0"6CAN LIGHT FIXTURE1 1/2" = 1'-0"7PENDANT HUNG LIGHT3" = 1'-0"8WALK OFF MAT AT VESTIBULE1 1/2" = 1'-0"9STAIR @ TYPE VA CONSTRUCTION104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
SPACED 2X6 COMPOSITE LUMBER, FASTEN WITH (2) 1/4" X 2-1/2" STAINLESS STEEL SELF TAPPING SCREWS AT EACH POST. MECHANICAL SCREEN STRUCTURE, BIDDER-DESIGNED PER STRUCTURALLAG BOLTS PER MANUF. FASTEN PER BUILDING ENVELOPEBLOCKING PER STRUCTURALFACE MOUNT MECHANICAL SCREEN4' - 0"VARIES0' - 8" MIN.SLOW RISE CCSPFBLOCKING PER STRUCTURALLAP ROOFING MEMBRANE CONTINUOUS OVER PARAPET PER BE.9T.O. PARAPET410' -4"ABOVE WALKING SURFACE3' - 6" MIN.2' - 7 1/2"0' - 1"SPACED 2X6 COMPOSITE LUMBER, FASTEN WITH (2) 1/4" X 2-1/2" STAINLESS STEEL SELF TAPPING SCREWS AT EACH POST. 2"X2" TOP RAIL 2"X2" POST AT 48" O.C.6"X4" PLATELAG BOLTS PER MANUF. PROVIDE NEOPRENE PAD AND SET BOLT IN SEALANT AT BOLTED CONNECTIONS TYP.BLOCKING PER STRUCTURALEXTEND CONT. INSULATION BETWEEN FRAMING8" MIN.9BE602615FLOOR ASSEMBLYUNITEXTERIOREXTERIOR WALLASSEMBLYVENT COVER PER MANUF.SEE ELEVATION FOR LOCATIONSEXHAUST VENT, SEE MECHANICAL FOR LOCATIONFLASHINGROD & SEALANTPROVIDE VENT SCREENWRB O/ FLASHINGGWB SOFFITTHROUGH WALL FLASHING PER BUILDING ENVELOPEA80511STEEL ANGLE PER STRUCTURALCAP FLASHING W/ DRIP EDGE924"918"KERF CUT COVER FLASHING PER B.E.KERF CUT COVER FLASHING PER B.E.PT 2X10 RIPPED TO SLOPE PER STRUCTURALFLASHING W/ DRIP EDGE5/4 FASCIA WITH DRIP NOTCH, PRIMED AND PAINTEDSET EYEBROW FRAMING 1" BELOW FLOOR FRAMINGKNIFE PLATE PER STRUCTURALFIBER CEMENT SOFFIT WITH CONT. SCREENED VENTBLOCKING PER STRUCTURALLAG BOLT CONNECTION PER STRUCTURALMEMBRANE ROOF, SEE BUILDING ENVELOPE DETAILS FOR WATERPROOFINGPLYWOOD PER STRUCTURAL0' - 1"9RW2RW15/4 FASCIA WITH DRIP NOTCH, PRIMED AND PAINTEDCANT. STRIP , TYP.MEMBRANE ROOF, SEE BUILDING ENVELOPE DETAILS FOR WATERPROOFINGPLYWOOD PER STRUCTURALROOF FRAMING PER STRUCTURAL2" CONT. SCREENED SOFFIT VENTFLASHING W/ DRIP EDGELEDGER PER STRUCTURALWRB/AIR BARRIER CONTINUOUS BEHIND LEDGER99FW3CFW1R-30 F.G. BATT INSULATION3 1/2 x 11 7/8" BEAM PER STRUCT. EXTERIOR SOFFIT BOARD3" CLOSED CELL SPRAY FOAM (CCSPF)9BE401416A80511SIM.38"9PT 2X10 RIPPED TO SLOPE PER STRUCTURALFLASHING W/ DRIP EDGE5/4 FASCIA WITH DRIP NOTCH, PRIMED AND PAINTEDSET EYEBROW FRAMING 1" BELOW FLOOR FRAMINGKNIFE PLATE PER STRUCTURALFIBER CEMENT SOFFIT WITH CONT. SCREENED VENTBLOCKING PER STRUCTURALLAG BOLT CONNECTION PER STRUCTURALMEMBRANE ROOF, SEE BUILDING ENVELOPE DETAILS FOR WATERPROOFINGPLYWOOD PER STRUCTURAL0' - 1"924" U.N.O.FLEXIBLE WATERPROOFMEMBRANE PER WATERPROOFINGNOTE:SEE MANUF. RECOMMENDATIONS FOR ADDITIONAL DETAILSBRICK SILLBRICK VENEEREXTERIOR FINISH, SEE ELEVATIONFLASHING ANGLE PER WATERPROOFINGKNIFE PLATE0' - 6"KNIFE PLATE PER STRUCTURALSILL PAN WITH DRIP EDGE PER ENVELOPEINSECT SCREENA80511KNIFE PLATE PER STRUCTURALSILL PAN WITH DRIP EDGE PER ENVELOPETYPICAL GUARDRAILVINYL SLIDING GLASS DOORROUTE FLOOR DRAIN INTERNAL PER PLUMBING PLANSTYPICAL PARAPET DETAILFLASHING WITH DRIP EDGEFLASHING PER BUILDING ENVELOPE2" CONT. SCREENED VENT EA. ENDSLOPE 1/4"/FT.SLOPE 1/4"/FT.RIM BOARD PER STRUCTURALEXT. DECKSTAIRBE401417AIR-IMPERMIABLE INSULATION INSTALLED IN DIRECT CONTACT TO UNDERSIDE OF SHEATHINGSLOPE 1/4"/FTNOTE: UNVENTED ASSEMBLY TO COMPLY WITH W.A.C. SECTION 1203.2 EXCEPTION 2.TYPICAL PAPAPET CAP FLASHINGDO NOT PROVIDE VAPOR RETARDER AT CEILING OF UNVENTED ROOF ASSEMBLYPEDESTAL PAVERSSLOPE 1/4"/FTROUTE FLOOR DRAIN INTERNAL PER PLUMBING PLANSSOLID BLOCKING PER STRUCTURALFACE MOUNT GUARDRAIL8" MIN.FILL VOIDS WITH CLOSED CELL SPRAY FOAMDO NOT PROVIDE VAPOR BARRIER9SLOPE DN.1/4"/FT.TAPERED JOISTSPER STRUCTURALFLASH'G PERWATERPROOF MEMBRANE MANUF.TYP. GUARDRAIL, SEE GUARDRAIL DETAIL 12/A802RIM PERSTRUCTURAL2" CONT. SCREENED SOFFIT VENT3' - 6"BLOCK'G PER STRUCTURALLEDGER PER STRUCTURAL5/4 FASCIA WITH DRIP NOTCH, PRIMED AND PAINTED922 GA. STEEL COPING, PRE-FINISHED CONTINUOUS HOOK AND 22 GA. GALV. CLEATRUN ROOF MEMBRANE TO TOP PARAPETINSECT SCREENWALL ASSEMBLY PER PLANSPER PLANHIGH TEMP SAM GASKETED FASTENER ROOF ASSEMBLY PER PLANSCANT STRIP PER MANUF.EXTEND CONT. INSULATION BETWEEN PARAPET FRAMINGGASKETED FASTENER CONTINUOUS AIR BARRIER BELOW PARAPET FRAMING, TURN VAPOR BARRIER DOWN FACE OF WALLBLOCKING/RIM PER STRUCTURAL9BE602608RIGID INSULATION, FILL ALL GAPS AND VOIDSScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:22:10 PMA805DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8053/4" = 1'-0"1MECHANICAL SCREEN3/4" = 1'-0"2MECHANICAL GUARD1 1/2" = 1'-0"3EXHAUST DUCT @ EXTERIOR WALL1 1/2" = 1'-0"13BRICK CAP FLASHING DETAIL1 1/2" = 1'-0"14BROW DETAIL @ BRICK VENEER1 1/2" = 1'-0"8COVERED DECK DETAIL1" = 1'-0"6CANTILEVER FLOOR DETAIL1" = 1'-0"15BROW @ PARAPET DETAIL1 1/2" = 1'-0"11TYPICAL BROW DETAIL1 1/2" = 1'-0"4VENEER FLASHING1 1/2" = 1'-0"12JULIET BALCONY @ BROW DETAIL1 1/2" = 1'-0"5SLIDING GLASS DOOR SILL DETAIL3/4" = 1'-0"9DECK ROOF @ STAIR WALL3/4" = 1'-0"10DECK O/ CONDITIONED SPACE1" = 1'-0"7TYPICAL UNIT DECK1 1/2" = 1'-0"16TYP PARAPET DETAIL512/01/2016NBWOOD RESUBMITTAL905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
FINISHFLOORING ONT&G PLYWOODSHTHG. PERFLOOR ASSEMBLY2 LAYERS CONT. 5/8"TYPE "X" GWB,WRAP INSIDEJOIST BAY2 LAYERS 5/8"TYPE "X" GWBDUCT, FIRE DAMPER REQUIRED WHEN CROSSING 1 HR RATED ASSEMBLY.FLOORASSEMBLY PERPLANSDUCTFLOOR JSTS.NOTE: DETAIL APPLIES WITHIN INDIVIDUAL UNITS OR PUBLIC SPACES ONLY.WALL ASSEMBLY PER PLANS, CONTINUE ASSEMBLY BEHIND SOFFIT2x4 STUDS AT 16" O.C.2x4 PLATE, METAL FRAMING AT TYPE I TYPICAL UNIT EXHAUST VENT, SIZE AND QTY. PER MECH.FLOOR ASSEMBLY PER PLANS, CONTINUE ASSEMBLY BEHIND SOFFITPER DETAIL 1/A807PER DETAIL 1/A807NOTE: DETAIL APPLIES WITHIN INDIVIDUAL DWELLING UNITS OF TYPE V CONSTRUCTION ONLY1 LAYER 5/8" TYPE 'X' GWBNOTE:SEE DETAIL 1/A807 FOR TYPICAL DIMENSIONS AND DUCT LAYOUT2X4 LEDGERFINISH FLOORING ONT&G PLYWOOD SHTHG. PER FLOOR ASSEMBLY2 LAYERS CONT. 5/8" TYPE "X" GWB, WRAP INSIDE JOIST BAY2 LAYERS 5/8"TYPE "X" GWBNON RATED CAN LIGHT FIXTUREFLOOR ASSEMBLY PER PLANSFLOOR JOISTSø 0' - 7"ø 0' - 4"ø 0' - 4"18" U.N.O.12" U.N.O.Cø 0' - 7"ø 0' - 4"2'-2" @ LEVEL R418" U.N.O.Bø 0' - 7"1'-2" AT KITCHENS12" U.N.O.ANOTE:1. DUCTS SHOWN ARE MAXIMUM SIZES PERMITTED FOR SOFFIT LAYOUT, SEE MECHANICAL PLANS FOR ACTUAL SIZES. 2. MIRRORED CONDITION NOT SHOWN, CONTRACTOR TO VERIFY DUCT LAYOUT AND REQUIRED SOFFIT DIMENSIONS.3. A SINGLE HOOD HOUSING MULTIPLE VENTS SHALL BE PROVIDED AT VENT CAPS. CONTRACTOR TO VERIFY DIMENSIONS OF VENT CAPS INCLUDING SIZE AND LOCATION OF EACH DUCT. SEE DETAILS 10/BE-2.2 AND 4/M400 FOR ADDITIONAL DESIGN REQUIREMENTS.4. SOFFITS ABOVE KITCHEN CABINETS TO BE FRAMED 12" WIDE MINIMUM AND FRAMED 7'-1 1/2" A.F.F.12" U.N.O.12" U.N.O.7"3"5 1/2"2 1/2"6 1/2"3 3/4"4 1/2"4 1/2"ø 0' - 7"ø 0' - 4"ø 0' - 4"ø 0' - 4"22" U.N.O.1'-0" U.N.O.Dø 0' - 7"ø 0' - 4"22" U.N.O.Eø 0' - 6"12" U.N.O.UNDERSIDE OF DOUBLE TOP PLATE AT EXT. WALL FOR REFERENCE2 3/4"4 1/2"3 1/2"6"5"3 1/4"6 1/2"4 3/4"3"2 3/4"2 3/4"2 1/2"UNDERSIDE OF DOUBLE TOP PLATE AT EXT. WALL FOR REFERENCE5/8" GWBWOOD STUDSINGLE PLATEFASTENER 3/8' FROMBOTTOM EDGE OF DRYWALL1/4" ACOUSTICALSEALANT1 1/4" GYPCRETE @ HARD SURFACE FLOORS1 1/2" GYPCRETE @ CARPETED FLOORS1/4" SOUND MAT@ HARD FLOOR SURFACESPLYWOOD SUBFLOOR PERSTRUCTURALSOUND MAT PERIMETERISOLATION2X4 FRAMING AT INTERIOR DOORSOUTSIDE CORNER2X6 FRAMING AT UNIT ENTRY DOORS4" MAX.1"DOOR WIDTH1"4" MAX.ROUGH OPENING1"DOOR WIDTH1"TYP.3" MAX.ROUGH OPENING2X4 FRAMING AT INTERIOR DOORS1"DOOR WIDTH1"TYP.3" MAX.ROUGH OPENINGSEE STRUCTURAL FOR SIZE AND QUANTITY OF KING/CRIPPLE STUDS 2X6 STUD3-1/2" BATT INSULATION5/8" GWBRESILIENT CHANNELPLYWOOD SHEATHING (WHERE REQUIRED)5/8" GWBUNIT SIDE2 HOUR WALL TERMINATION AT EXTERIOR -PLANHOUR WALL INTERSTING 2 HOUR WALL -PLAN1 HOUR WALL INTERSECTING 2 HOUR WALL CORNER -PLAN2 LAYERS 5/8" TYPE 'X' GYP. SHEATHING PRESTRIP BEHIND INTERSECTING 1 HOUR WALL2 LAYERS 5/8" TYPE 'X' GYP. SHEATHING PRESTRIP BEHIND INTERSECTING 1 HOUR WALL1 HOUR WALL2 HOUR WALL2 HOUR WALL2 HOUR WALL2 LAYERS 5/8" TYPE 'X' GYP. SHEATHING PRESTRIP BEHIND INTERSECTING 1 HOUR WALL EACH SIDE2 HOUR WALL1 HOUR WALL1 HOUR WALLEXT.2 LAYERS 5/8" TYPE 'X' GWBCONTINUOUS EACH SIDERIM PER STRUCTURALSHAFTEXTERIORINTERIORROOFSTRUCTUREPER PLANT.O. PLATEGALVANIZED SCUPPER BOXPER PLANSPARAPET PER PLANCONDUCTOR HEAD AT TOP OF DOWNSPOUT HELD BELOW SCUPPER TO ALLOW FOR SECONDARY DRAINAGE.2 1/2"CALK AND SEAL PER BUILDING ENVELOPEPLSUNSET 1BUILDINGEXISTINGSTRUCTUREVIF0' - 5 1/2"FOAD PADWALL ATTACHMENT PER MANUFACTURER RECOMMENDATIONS0' - 1"0' - 2"FOAM BLOCK MECHANICALLY FASTENED TO JOINT COVERPOWDER COATED EXTRUDED ALUMINUM JOINT COVERBLOCKING WHERE REQUIRED BACKER STRIP PER MANUFACTURER OR FURRING AS REQUIRED FOR INSTALLFIBER CEMENT SIDING PER ELEVATIONMOISTURE BARRIER PER WATERPROOFINGPRIVACY WALL PANEL TO MATCH ADJACENT SIDING. [SEE STRUCTURAL FOR ANCHORING/ATTACHMENT]EXT. EXT.DOWNSPOUT SEE ELEVATIONS & ROOF PLAN FOR LOCATIONSPIPE SLEEVE THROUGH TPO BOOT11A805ROOF MEMBRANE PER B.E.P.T. BLOCKING AS REQ'DTYP.PLAN VIEWSECTION VIEWSEALANT PER B.E.PIPE SLEEVETRANSITION TO DOWNSPOUTDOWNSPOUTTPO BOOT PER B.E.TRANSITION TO DOWNSPOUTDOWNSPOUTPAINT ALL EXPOSED SLEEVES AND TRANSITIONS TO MATCH DOWNSPOUTScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated05/27/2020 CONSTRUCTION SET6/2/2020 2:22:13 PMA806DETAILS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A8061 1/2" = 1'-0"4EXHAUST DUCT @ JOIST BAY1 1/2" = 1'-0"2DUCT @ SOFFIT1 1/2" = 1'-0"3CAN LIGHT @ JOIST BAY1 1/2" = 1'-0"1UNIT SOFFIT DETAILS3" = 1'-0"5SOUND MAT OVER WOOD FLOOR3/4" = 1'-0"6TYP. FRAMING AT INTER DOORS1 1/2" = 1'-0"8TYPICAL FRAMING AT PARTY WALL3/4" = 1'-0"7FRAMING AT 2 HR WALLS1 1/2" = 1'-0"9FIRE PROTECTION DETAIL @ ROOF INTERSECTION1 1/2" = 1'-0"10SCUPPER SECTION1 1/2" = 1'-0"11VERTICAL WALL SEPARATION COVER1 1/2" = 1'-0"12EXTERIOR PARTITION WALL1 1/2" = 1'-0"13DOWNSPOUT @ EYEBROW FRAMING905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
EGS338.072785E BY R93 LEGAL DESCOF SOUTHEASTERLY 19EEGS338.072785F SOUTEEGS338.07278569OF SOUTHE9OF SOUTHE1312CCEE6A90116' - 8" CLEAR2' - 10 3/4"CLR.4' - 0"1' - 10 1/2"CLR.3' - 6"4' - 4 3/4"IC1IC1IM6DELEV. BELEV. A7' - 8"0' - 4"8' - 8"CLEAR9' - 1"0' - 1"7' - 10 1/4"107.5°90.0°107.3°90.0°1 0 ' - 7 5 /8 "3 ' - 1 0 1 /2 "6' - 0 5/8"9 1/2"1' - 5 3/8"EC1EC1IC1IM3CFM2CFM2CFM2CFM1CIM3CIC11312CCEE6A90116' - 8" CLEAR7' - 8"0' - 4"8' - 8"2' - 10 3/4"CLR.4' - 0"1' - 10 1/2"CLR.3' - 6"4' - 4 3/4"ELEV. BELEV. ACLEAR9' - 1"0' - 1"IC1IC1IC1IM61 6 ' - 0 "4 ' - 4 "6' - 0 5/8"D.12222 1/8"9 1/2"162.5°107.5°1312CCEE16' - 8" CLEARIC1FM3CIC1IM6FM2C7' - 8"0' - 4"8' - 8"2' - 10 3/4"CLR.4' - 0"1' - 10 1/2"CLR.3' - 6"4' - 4 3/4"6A901ELEV. AELEV. BCLEAR9' - 1"0' - 1"IC11312CCEE6A90116' - 8" CLEAR2' - 10 3/4"CLR.4' - 0"1' - 10 1/2"CLR.3' - 6"4' - 4 3/4"IC1IC1IC1IM6FM3CFM2CELEV. AELEV. B7' - 8"0' - 4"8' - 8"CLEAR9' - 1"0' - 1"1312CCEE6A9012' - 10 3/4"CLR.4' - 0"1' - 10 1/2"CLR.3' - 6"4' - 4 3/4"IW4IW4IW4IM6FW2ELEV. AELEV. B16' - 8" CLEAR0' - 1 1/4"7' - 8"0' - 4"8' - 8"0' - 1 1/4"0' - 1 1/4"CLEAR9' - 1"0' - 1"FW3RES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"PARKING LEVEL 1337' -6"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"CCEEVERIFY5' - 4"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"9' - 8"10' - 0"9' - 3"VERIFY W/ MANUF.5' - 0"T.O. PLATE @ STAIR418' -4"VERIFY WITH MANUF. 13' - 1" TO U.S. OF HOISTWAY BEAMP3 ELEV. LOBBY318' -3"P2 ELEV. LOBBY327' -6"A80314IW4EW6EW6IW4EXTEND GWB TO U.S. OF SHEATHINGRW2CHOISTWAY VENT PER MECHANICAL79' - 7"EL. 313.25'BE100108A8069Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:22:19 PMA901ELEVATOR PLANS ANDSECTION201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A9011/4" = 1'-0"1ELEVATOR PLAN - P31/4" = 1'-0"2ELEVATOR PLAN - P21/4" = 1'-0"3ELEVATOR PLAN - P11/4" = 1'-0"4ELEVATOR PLAN - LOFT1/4" = 1'-0"5ELEVATOR PLANS - R1-R53/16" = 1'-0"6ELEVATOR SECTIONAll elevators in this contract shall be designed, installed, tested and inspected per IBC Chapter 30 & Chapter 51-50 of the Washington State Administrative Code and Local Amendments.Complete plans, details, erection drawings, cab interiors, structural loads, controls, emergency systems, lighting and otherrelated features shall be submitted by the elevator manufacturer to the jurisdiction for review, comment and approval.Install signage at each elevator which will indicate that in case of fire, stairs should be used for exiting.Vent elevator mechanical room as required by state and local codes.Per Renton Municipal Code (RMC) section 4-5-050, item C.3 amendment to IBC section 3002.4 at least one elevator shall accommodate a 40" x 84" ambulance stretcher in the horizontal open position, this elevator shall be identified by the international symbol for emergency medical services (star of life) and shall be placed on both sides of the hoistway door frame. Elevator 'B' to comply.All elevators are required to be accessible per IBC section 1109.7 and must comply with ICC A117.1-2009, section 407.Provide Hoistway Ventillation per General Notes. Elevator A -2,500 lb Passenger, Otis Gen2 MRL, 200 FPMElevator B-4,000 lb Hospital, Otis Gen2 MRL, 200 FPMProvide standby power per IBC Section 3003.1 and Chapter 27. Standby power shall be provided by separate electrical service. ELEVATOR NOTES104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
S38.262779UPEES338.262779UPDNEEEEUPDNEEEEDWGS338.262779UPF.E.DNEESUPDNEE8.26DNEE1312EEFF7A902IC1IC1IC1IC1DCLEAR17' - 0"CLEAR9' - 1"6' - 6"7T @ 11"4' - 0"R @0' -6 15/16"1644" CLR.D.103D.122IM3CIM3CFM1CFM2C6' - 6"6' - 1 1/2"1' - 8"10"6' - 7"7T @ 11"4' - 0"4' - 1 1/8"10 3/4"CLEAR3' - 10 1/8"3"CLASS 1 STANDPIPE1312EEFF7A902IC1IC1IC1IC1DCLEAR9' - 1"CLR.44" MIN.D.1036' - 1 1/2"1' - 8"FM2CIM3CIM3CFM1C4' - 11 1/4"17' - 0"4' - 0"7T @ 11"6' - 5"6' - 7"R @0' -6 11/16"175' - 8"8T @ 11"4' - 0"D.12210 3/4"CLEAR3' - 10 1/8"3"CLASS 1 STANDPIPEC LR .4 4 " M IN .1312EEFF7A902IC1FM3CIC1IC1FM1CIC1FM1CDCLEAR17' - 0"CLEAR9' - 1"5' - 8"8T @ 11"4' - 0"44" CLR.51" CLR.R @0' -6 3/4"18D.103D.103EGRESS BARRIER PER DETAIL 8/A803R @0' -6 11/16"174' - 0"8R @ 11"6' - 7"10"3"10 3/4"CLEAR3' - 10 1/8"CLEAR3' - 10 1/8"3"1' - 3"1' - 10"1' - 10"CLASS 1 STANDPIPE1312EEFF7A902IC1IC1FM3CFM1CIC1FM1CIC1DCLEAR17' - 0"4' - 0"8T @ 11"5' - 8"CLEAR9' - 1"R @0' -6 3/4"1944" CLR.44" CLR.D.10310 3/4"0' - 10 3/4"4' - 0"9T @ 11"5' - 8"CLEAR3' - 10 1/8"3"CLASS 1 STANDPIPE0' - 3"3' - 10 1/8"EE.11312EEFF7A902FRAMED17' - 4 1/2"1 1/4"1 1/4"1 1/4"FRAMED9' - 3 1/2"IW4IW4IW4FW3IW4IW1D4' - 2"8T @ 11"5' - 8"44" CLR.44" CLR.R @0' -6 11/16"18D.063"1 1/4"3"1 1/4"10 3/4"CLEAR3' - 10 1/8"CLEAR3' - 10 1/8"1 1/4"4' - 2"8T @ 11"5' - 8"CLASS 1 STANDPIPERES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"PARKING LEVEL 1337' -6"PARKING LEVEL 3317' -3"RES. LEVEL 1357' -10"EE.1PARKING LEVEL 2326' -6"LOFT LEVEL347' -2"EEFFWOOD STAIRSMETAL STAIRST.O. PLATE @ STAIR418' -4"11' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"10' - 8"10' - 2"9' - 6"9' - 3"FOR REFERENCE ONLYTYPE VATHIS PERMITTYPE IAFILL PER STRUCTURALFC1EW6EW6IW4IW41' - 7"4' - 9 1/8"4' - 9 1/8"10' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 7 3/8"5' - 0 5/8"5' - 1"9' - 6 5/8"9' - 7 7/8"P3 STAIR LANDING318' -3"P2 STAIR LANDING327' -6"P1 STAIR LANDING337' -0"CURB MOUNTED STAIR PRESSURIZATION FAN. SEE MECHANICAL FOR ADDITIONAL INFORMATION3' - 0"A8033A8031A8034A80323' - 6"A8049RW2CA8069EE.11312EEFF7A902FRAMED17' - 4 1/2"1 1/4"EW6EW6EW6EW6IW11 1/4"5' - 8"2T @ 11"9' - 8"FRAMED9' - 3 1/2"1 1/4"3"1 1/4"3"10 3/4"CLEAR3' - 10 1/8"CLEAR3' - 10 1/8"R @0' -6 3/8"213' - 8" CLR.D.075' - 8"8T @ 11"4' - 2"1 1/4"1 1/4"CLASS 1 STANDPIPE42" PARTIAL HT. WALLScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:22:25 PMA902STAIR 01 PLANS ANDSECTION201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A9021/4" = 1'-0"1STAIR 01 PLAN - P31/4" = 1'-0"2STAIR 01 PLAN - P21/4" = 1'-0"3STAIR 01 PLAN - P11/4" = 1'-0"4STAIR 01 PLAN - LOFT1/4" = 1'-0"5STAIR 01 PLAN - R1-R53/16" = 1'-0"7STAIR 01 - SECTION1/4" = 1'-0"6STAIR 01 PLAN - ROOFAll stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction per IBC Section 1009.9Penetrations other than those necessary for the purpose of the exit access stairway exclosure and exit passageway shall not be permitted in exit access stairway encolusres per IBC Sections 1009.3.1.5.1 and 1023.6.Stairways shall maintain a minimum headroom clearance of 80 inches and minimum width of 44 inches per IBC Sections 1009.4 and1009.5 except stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches. See Sheet A803 for Stair Tread & Riser DetailsSee Sheet A803 for Handaril DetailsPressurize all Stair Shafts per WAC, 2012 IBC Section 504.3.Provide a heat source in stairwells to keeps standpipe system above 40 degrees. Provide standby power for stair pressurization systems per IBC Section 909.11 and Chapter 27. Standby power shall be providedby separate electrical service. STAIRWAY NOTES104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
W/DOE.7904325LD & LLAUPEEDN1.798012944OPGSDNUPEEEEUPEEUPDNEEEEF.E.UPDNEEEETOE1.79802944OPGSDNEEW/DOE.7904325LD & LLAUPEEDNRES. LEVEL 2367' -10"RES. LEVEL 3377' -10"RES. LEVEL 4387' -10"RES. LEVEL 5397' -10"T.O. PLATE406' -10"T.O. PARAPET410' -4"RES. LEVEL 1357' -10"RES. AMENITY343' -0"PARKING LEVEL 2.5322' -6"PARKING LEVEL 1.5333' -9"GHFE.33' - 6"9' - 0"10' - 0"10' - 0"10' - 0"10' - 0"14' - 10"9' - 3"10' - 1 1/2"1' - 1 1/2"FOR REFERENCE ONLYTYPE VATHIS PERMITTYPE IARES. AMENITY MIDLANDING352' -2"5' - 8 1/2"4' - 6 3/4"4' - 6 3/4"4' - 7 1/2"4' - 7 1/2"5' - 0 3/4"6' - 2 1/4"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"10' - 8 1/2"9' - 1 1/2"9' - 3"11' - 3"CM1FW1CURB MOUNTED STAIR PRESSURIZATION FAN. SEE MECHANICAL FOR ADDITIONAL INFORMATIONTYP.3' - 0"A8031A8033A8032A8034A8049A8059A8052H2.12.3E.3FRAMED9' - 1 1/4"FRAMED23' - 1 1/2"1 1/4"1 1/4"1 1/4"IW4FW3IW2IW4FW2FW2IW1CLR.44" MIN.D.065' - 2 3/4"8T @ 11"4' - 5 3/4"5' - 10 1/2"R @0' -6 11/16"18EW6VOID1 1/4"3"3"1 1/4"CLEAR3' - 9"10 7/8"3' - 9"C LR .4 4 " M IN .CLASS 1 STANDPIPE2.12.3E.3FRAMED17' - 1 3/4"1 1/4"FRAMED9' - 1 1/4"FRAMED17' - 1 3/4"1 1/4"1 1/4"3"3"1 1/4"IW4FW3FW2IW4IW4FW2EW6IW144" CLR.D.061 1/4"1 1/4"4' - 4 1/2"8T @ 11"7' - 4"5' - 2 3/4"4' - 4 1/2"8T @ 11"7' - 4"5' - 2 3/4"R @0' -6 11/16"183' - 9"R @0' -6 11/16"183' - 9"10 7/8"44" CLR.CLASS 1 STANDPIPE3H2.12.3FIC1IC1IC1EC1IM144" CLR.D.1038T @ 11"7' - 4"4' - 2"3' - 9"CLEAR8' - 10 3/4"CLEAR17' - 0"4' - 2"8T @ 11"5' - 6"10"R @0' -6 3/4"185' - 9 3/8"12' - 0 5/8"EB1R @0' -6 1/2"25' - 11 7/8"1T @ 11"3"CLASS 1 STANDPIPE44" CLR.H2.12.3FCLEAR3' - 9"IM1IC1IC1IC1EC144" CLR.50" CLR.D.103CLEAR3' - 9"10 3/4"5' - 1"7T @ 11"6' - 5"R @0' -6 3/4"18CLEAR17' - 0"10"3"3"CLEAR8' - 10 3/4"R @0' -6 15/16"16CLASS 1 STANDPIPE8T @ 11"7' - 4"H2.12.3FCLEAR8' - 10 3/4"CLEAR17' - 0"CLEAR17' - 0"3"3"CLEAR3' - 9"IC1IC1IC1EC34' - 2" CLR.4' - 2" CLR.D.114EGRESS BARRIER PER DETAIL 8/A8033' - 9"10 3/4"5' - 6"7T @ 11"5' - 1"5' - 6"7T @ 11"5' - 1"R @0' -6 15/16"16R @0' -6 7/8"26CLASS 1 STANDPIPE2.12.3E.3FRAMED17' - 1 3/4"1 1/4"4' - 4 1/2"8T @ 11"5' - 2 3/4"FRAMED17' - 1 3/4"1 1/4"4' - 4 1/2"8T @ 11"5' - 2 3/4"FRAMED9' - 1 1/4"1 1/4"3"10 3/4"CLEAR3' - 9"3' - 9 1/8"IW4FW2IW4FW3EW6IW4FW2IW4IW1CLR.44" M IN .D.063"1 1/4"1 1/4"1 1/4"R @0' -6 11/16"18CLASS 1 STANDPIPE42" PARTIAL HT. WALLCLR.44" MIN.H2.12.3E.3FRAMED23' - 1 1/2"1 1/4"1 1/4"1 1/4"IW4FW3IW4FW2FW2IW14' - 2" CLR.4' - 2" CLR.D.06R @0' -6 7/8"26EW610' - 8 3/4"7T @ 11"5' - 9 1/4"8' - 10 3/4"9T @ 11"5' - 9 1/4"1 1/4"FRAMED9' - 1 1/4"1 1/4"3"3"1 1/4"10 7/8"3' - 9"3' - 9"CLASS 1 STANDPIPEScale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTSAs indicated08/01/2016 CONSTRUCTION SET6/2/2020 2:22:32 PMA903STAIR 02 PLANS ANDSECTION201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A9033/16" = 1'-0"8STAIR 02 SECTION1/4" = 1'-0"5STAIR 02 PLAN - R11/4" = 1'-0"6STAIR 02 PLAN - R2-R41/4" = 1'-0"1STAIR 02 PLAN - P2.51/4" = 1'-0"2STAIR 02 PLAN - P1.51/4" = 1'-0"3STAIR 02 PLAN - RES. AMENITY1/4" = 1'-0"7STAIR 02 PLAN - R51/4" = 1'-0"4STAIR 02 PLAN -RES. AMENITY MID LANDINGAll stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction per IBC Section 1009.9Penetrations other than those necessary for the purpose of the exit access stairway exclosure and exit passageway shall not be permitted in exit access stairway encolusres per IBC Sections 1009.3.1.5.1 and 1023.6.Stairways shall maintain a minimum headroom clearance of 80 inches and minimum width of 44 inches per IBC Sections 1009.4 and1009.5 except stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches. See Sheet A803 for Stair Tread & Riser DetailsSee Sheet A803 for Handaril DetailsPressurize all Stair Shafts per WAC, 2012 IBC Section 504.3.Provide a heat source in stairwells to keeps standpipe system above 40 degrees. Provide standby power for stair pressurization systems per IBC Section 909.11 and Chapter 27. Standby power shall be providedby separate electrical service. STAIRWAY NOTES104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
DNDNUPWCSINKDNR&SWCCCC1110D.122D.1036A9044T @ 12"7' - 3 5/8"5' - 5 1/8"9' - 10 5/8"CLEAR4' - 9"R @0' -6"54' - 5 1/2"7' - 2 1/2"3' - 6"6' - 0"107.5°4' - 9 1/8"15BB5A9041' - 6"6' - 0"14' - 4"2' - 8"17T @ 12"17' - 0"EDGE OF LOFT LEVEL FLOORCLEAR4' - 11"R @0' -6 13/16"183 1/2"16' - 8 1/2"3"3"6"1' - 0 5/8"PARKING LEVEL 1337' -6"PARKING LEVEL 2326' -6"11' - 0"1' - 0"1' - 6"FC2CFC1FC127" MAX.36"9PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"LOFT LEVEL347' -2"BB10' - 8"9' - 8"FC2FC2C7"CANE DETECTABLE BARRIER27" MAX.42"27" MAX.36"99EEDD144A90417T @ 10"1' - 8 1/4"12' - 5 3/4"1' - 5"3' - 6 1/2"R @0' -7"18GUARDRAILHANDRAIL9EEDD144A90417T @ 10" EA.12' - 5 3/4"1' - 8 1/4"1' - 5"3' - 6 1/2"R @0' -7"1836" HIGH WALLHANDRAILHANDRAILGUARDRAILRES. LEVEL 1357' -10"COMMERCIAL LVL 1336' -8"LOFT LEVEL347' -2"1410' - 8"10' - 6"FC4CFC2FM1FC2CABOVE WALKING SURFACE80" MIN. CLR.4 LAYERS 5/8" TYPE 'X' GWB BELOW STAIRS TYP.9RES. LEVEL 1357' -10"COMMERCIAL LVL 1336' -8"LOFT LEVEL347' -2"1410' - 8"10' - 6"FC2CFM1FC23' - 0"A8031A80324 LAYER OF TYPE 'X' GWB BELOW STAIRS TYP.9ABAA13A9043' - 4 1/2"6T @ 10" EA.3' - 2 1/2"2 1/2"R @0' -7 3/4"153' - 4 1/2"10" EA.2T @3' - 4"4T @ 10" EA.36" MIN. CLEARUPHANDRAILHANDRAIL9BAA13A9043' - 4 1/2"10" EA.2T @HANDRAILHANDRAILR @0' -7 3/4"15DN3' - 2 1/2"6T @ 10" EA.3' - 4 1/2"3' - 4"3' - 4"0' - 3 1/2"3' - 4"9PARKING LEVEL 1337' -6"RES. LEVEL 1357' -10"LOFT LEVEL347' -2"AB10' - 8"9' - 8"9' - 8"FC4CFC2FM2CFM1FC2CCM13' - 0"80" MIN. CLR.4 LAYERS 5/8" TYPE 'X' GWB BELOW STAIRS TYP.9Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS1/4" = 1'-0"05/27/2020 CONSTRUCTION SET6/2/2020 2:22:39 PMA904MISC. STAIR PLANS201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A9041/4" = 1'-0"2STAIR 04 PLAN - P21/4" = 1'-0"1STAIR 03 PLAN - LOFT1/4" = 1'-0"6STAIR 04 - SECTION1/4" = 1'-0"5STAIR 03 - SECTION1/4" = 1'-0"9TOWNHOUSE A & A-ALTSTAIR PLAN - LEVEL 11/4" = 1'-0"10TOWNHOUSE A & A-ALTSTAIR PLAN - LEVEL 21/4" = 1'-0"4TOWNHOUSE A STAIR - SECTION1/4" = 1'-0"8TOWNHOUSE A ALT STAIR - SECTOIN1/4" = 1'-0"11TOWNHOUSE B & B-ALTSTAIR PLAN - LEVEL 11/4" = 1'-0"12TOWNHOUSE B & B-ALTSTAIR PLAN - LEVEL 21/4" = 1'-0"13TOWNHOUSE B STAIR - SECTION104/28/2016NBSHORING/CONCRETE - PERMIT SUBMITTAL207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SET905/27/2020NBCONSTRUCTION SETAGENDA ITEM #5. g)
Scale:989 112th Ave. N.E.Suite 207Bellevue, WA 98004T425.401.6828www.VeerArchitecture.comNo. Date By COMMENTS08/01/2016 CONSTRUCTION SET6/2/2020 2:22:42 PMA1001FIRESTOPPING - 3 HOURHORIZONTAL ASSEMBLY201104Sunset Terrace Development - 'Building 1'COLPITTS DEVELOPMENT COMPANY, LLC201104 Author2715 SUNSET LANE NERENTON, WA 98056A1001FIRESTOPPING DETAILS -3 HOUR HORIZONTAL ASSEMBLY207/14/2016NBCONCRETE RESUBMITTAL/WOOD SUBMITTAL308/01/2016NBCONSTRUCTION SETAGENDA ITEM #5. g)
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 SUNSET TERRACE APARTMENTS
REFERENCE NUMBER(S) OF DOCUMENTS ASSIGNED OR RELEASED: N/A
GRANTOR: COLPITTS SUNSET LLC, a Washington limited liability company
GRANTEE: CITY OF RENTON, a Washington municipal corporation
LEGAL DESCRIPTION:
LOT A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 13-001114, AS
RECORDED IN VOLUME 302 OF SURVEYS, PAGES 162 AND 163, RECORDED
OCTOBER 02, 2013 UNDER RECORDING NUMBER 20131002900011 RECORDS OF
KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY
OF KING, STATE OF WASHINGTON
ASSESSOR’S PROPERTY TAX PARCEL/ACCOUNT NUMBER(S): 7227801075
The Auditor/Recorder will rely on the information provided on the form. The staff will not
read the document to verify the accuracy or completeness of the indexing information
provided herein.
AGENDA ITEM #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 1
MULTI-FAMILY HOUSING PROPERTY TAX EXEMPTION
AGREEMENT FOR SUNSET TERRACE APARTMENTS
THIS AGREEMENT is entered into this 9[DAY]21thst day of August[MONTH]June,
2021[YEAR] 2021 by and between COLPITTS SUNSET LLC, a Washington limited
liability company (hereinafter referred to as the “Applicant”), and the CITY OF RENTON,
a Washington 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 the 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 Sunset Terrace Apartments with one hundred and eight (108) 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 2715 Sunset Lane
NE, Renton, Washington, and more fully described in Exhibit A attached hereto
and incorporated by this reference, (hereinafter referred to as the “Property”);
and
3. The 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 #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 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 Renton Municipal Code (“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 #5. g)
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Sunset Terrace Apartments 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; and
f. 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 eight (8) successive years beginning January 1st of the year
immediately following the calendar year of issuance of the Final Certificate of Tax
Exemption.
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
AGENDA ITEM #5. g)
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Sunset Terrace Apartments 4
84.14 and as the Administrator may deem necessary or useful, and shall at a minimum
include the following:
a. A statement of the occupancy and vacancy of the multi-family housing
units during the twelve (12) 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 (12) 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 (12) months ending with the anniversary date;
g. Any additional information requested by the City pursuant to meeting any
reporting requirements under RCW 84.14; and
h. 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
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
AGENDA ITEM #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 5
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
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.
AGENDA ITEM #5. g)
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Sunset Terrace Apartments 6
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.
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.
AGENDA ITEM #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 7
APPLICANT: Colpitts Sunset LLC
3535 Factoria Blvd SE, Suite 500
Bellevue, WA 98006
Phone: 425-278-9023
Attention: Jami Stevenson, Asset Manager
CITY: City of Renton
Department of Community and Economic Development
1055 South Grady Way
Renton, Washington 98055
Phone: (425) 430-6592 Fax: (425) 430-7300
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.
[Signatures follow on the next page.]
AGENDA ITEM #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 8
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the day
and year written above.
COLPITTS SUNSET LLC, A Washington Limited Liability Company
By: iCap Pacific NW Management LLC
Its: Manager
_______________________________
By: Jim Christensen
Its: Manager
CITY OF RENTON, A Washington Municipal Corporation
____________________________
Armondo Pavone, Mayor
APPROVED AS TO FORM: ATTEST:
____________________________ ___________________________
Shane Moloney, City Attorney Jason Seth, City Clerk
AGENDA ITEM #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 9
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 JIM CHRISTENSEN, to me known to be the
Manager of iCap Pacific NW Management LLC, the manager of Colpitts Sunset
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 #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments 10
STATE OF WASHINGTON )
) ss.
COUNTY OF KING )
On this ________ day of _____________________, 2021, 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 #5. g)
Multi-Family Housing Property Tax Exemption Agreement
Sunset Terrace Apartments
Exhibit A – Legal Description
i
MULTI-FAMILY HOUSING PROPERTY
TAX EXEMPTION AGREEMENT
EXHIBIT A
LEGAL DESCRIPTION
LOT A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA 13-001114, AS
RECORDED IN VOLUME 302 OF SURVEYS, PAGES 162 AND 163, RECORDED
OCTOBER 02, 2013 UNDER RECORDING NUMBER 20131002900011 RECORDS OF
KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY
OF KING, STATE OF WASHINGTON
AGENDA ITEM #5. g)
AB - 2896
City Council Regular Meeting - 12 Jul 2021
SUBJECT/TITLE: Local Agency Agreement with the Federal Aviation Administration
Under the Airport Improvement Grant Program for an Airport Layout
Plan and Narrative Update
RECOMMENDED ACTION: Refer to Finance Committee
DEPARTMENT: Public Works Airport
STAFF CONTACT: David Decoteau, Airport Director
EXT.: 7477
FISCAL IMPACT SUMMARY:
The Renton Municipal Airport has been awarded an Airport Improvement Program grant in the amount of
$172,078 for an Airport Layout Plan and Narrative Update. The grant will be reimbursed to the Airport
Enterprise Fund at 100%.
SUMMARY OF ACTION:
The Renton Municipal Airport has been awarded an Airport Improvement Program grant in the amount of
$172,078 for an Airport Layout Plan (ALP) and Narrative Update. The project will build upon the work that was
completed during the 2018 Renton Airport Mast er Plan prepared by Mead & Hunt (CAG-14-126). The new
Airport Layout Plan will be an update to the 2009 Airport Layout Plan previously approved by the Federal
Aviation Administration (FAA). The ALP update will outline existing and new development areas o n the
Airport, as well as verify that changes to the Airport Runway Category (BII) are not warranted based on
aviation activities in the last two years. The final product of this project will include a Federal Aviation
Administration (FAA) approved Airport Layout Plan.
The attached Local Agency Agreement with the Federal Aviation Administration (FAA) is required to obligate
the grant funding under the Airport Improvement Program. The total project cost of $172,078 was
determined by the Airport project’s consultant Mead & Hunt and verified through an independent fee
estimate under the FAA Airport Improvement Program requirements. The project will be completed by Mead
& Hunt and is estimated to take approximately eight months from the execution of the agreement.
EXHIBITS:
A. Local Agency Agreement
STAFF RECOMMENDATION:
Authorize the Mayor and City Clerk to execute the Local Agency Agreement with the Federal Aviation
Administration under the Airport Improvement Program for an Airport Layout Plan and Narrative Update.
AGENDA ITEM #5. h)
3-53-0055-028-2021U.S.DepartmentAirportsDivision22005.216thStreetrofTransportation.,..NorthwestMountainRegionRoom1W-420FederalAviationOregon,WashingtonDesMoines,WA98198AdministrationJune28,2021Mr.ArmondoPavoneMayorCityofRenton616W.PerimeterRd.Renton,WA98057DearMayorPavone:WearetransmittingtoyouforexecutiontheGrantOfferforAirportImprovementProgram(AlP)ProjectNo.3-53-0055-028-2021atRentonMunicipalAirportinRenton,Washington.Thisletteroutlinesexpectationsforsuccess.Pleasereadtheconditionsandassurancescarefully.Toproperlyenterintothisagreement,youmustdothefollowing:a.Thegoverningbodymustprovideauthoritytoexecutethegranttotheindividualsigningthegrant;i.e.thesponsor’sauthorizedrepresentative.b.Thesponsor’sauthorizedrepresentativemustexecutethegrantbyprovidingtheirelectronicsignature.c.Oncethesponsor’sauthorizedrepresentativehaselectronicallysignedthegrant,thesponsor’sattorneywillautomaticallybesentviaemailthegranttoprovidetheirelectronicsignature.d.Youmaynotmakeanymodificationtothetext,termsorconditionsofthegrantoffer.e.Followingtheattorney’saction,theexecutedgrantwillbeautomaticallysenttoallpartiesasanattachmenttoanemail.Subjecttotherequirementsin2CFR§200.305,eachpaymentrequestforreimbursementunderthisgrantmustbemadeelectronicallyviatheDelphielnvoicingSystem.PleaseseetheattachedGrantAgreementformoreinformationregardingtheuseofthisSystem.Thetermsandconditionsofthisagreementrequireyoutocompletetheprojectwithoutunduedelay.WewillbemonitoringyourprogresstoensureproperstewardshipoftheseFederalfunds.Weexpectyoutosubmitpaymentrequestsforreimbursementofallowableincurredprojectexpensesconsistentwithprojectprogress.Shouldyoufailtomakedrawsonaregularbasis,yourgrantmaybeplacedin“inactive”status,whichwillaffectyourabilitytoreceivefuturegrantoffers.Untilthegrantiscompletedandclosed,youareresponsibleforsubmittingformalreportsasfollows:•Asigned/datedSF-270(non-constructionprojects)orSF-271orequivalent(constructionprojects)andSF-425annually,due90daysaftertheendofeachfederalfiscalyearinwhichthisgrantisopen(dueDecember31ofeachyearthisgrantisopen);and•PerformanceReports,whichareduewithin30daysoftheendofareportingperiodasfollows:1.Non-constructionproject:DueannuallyatendoftheFederalfiscalyear.1AGENDA ITEM #5. h)
3-41-0055-028-20212.Constructionproject:SubmitFAAform5370-1,ConstructionProgressandInspectionReportattheendofeachfiscalquarter.AsaconditionofreceivingFederalassistanceunderthisaward,youmustcomplywithauditrequirementsasestablishedunder2CFRpart200.SubpartFrequiresnon-Federalentitiesthatexpend$750,000ormoreinFederalawardstoconductasingleorprogramspecificauditforthatyear.NotethatthisincludesFederalexpendituresmadeunderotherFederal-assistanceprograms.Pleasetakeappropriateandnecessaryactiontoassureyourorganizationwillcomplywithapplicableauditrequirementsandstandards.Oncetheproject(s)iscompletedandallcostsaredetermined,weaskthatyouclosetheprojectwithoutdelayandsubmitthenecessaryfinalcloseoutdocumentationasrequiredbyyourRegion/AirportsDistrictOffice.BenMello,(206)231-4134,istheassignedprogrammanagerforthisgrantandisreadilyavailabletoassistyouandyourdesignatedrepresentativewiththerequirementsstatedherein.Wesincerelyvalueyourcooperationintheseeffortsandlookforwardtoworkingwithyoutocompletethisimportantproject.Sincerely,WarrenD.FerrellActingManagerSeattleAirportsDistrictOffice2AGENDA ITEM #5. h)
3-53-0055-028-20210U.S.DepartmentofTransportationFederalAviationAdministrationFAAAirportImprovementProgram(AlP)GRANTAGREEMENTPartI-OfferFederalAwardOfferDateJune28,2021Airport/PlanningAreaRentonMunicipalAirport—Renton,WashingtonFY2021AlPGrantNumber3-53-0055-028-2021(ContractNumber:DOT-FA21NM-0149)UniqueEntityIdentifier092278894TO:CityofRenton,Washington(hereincalledthe“Sponsor”)FROM:TheUnitedStatesofAmerica(actingthroughtheFederalAviationAdministration,hereincalledthe“FAA”)WHEREAS,theSponsorhassubmittedtotheFAAaProjectApplicationdatedMay27,2021,foragrantofFederalfundsforaprojectatorassociatedwiththeRentonMunicipalAirport,whichisincludedaspartofthisGrantAgreement;andWHEREAS,theFAAhasapprovedaprojectfortheRentonMunicipalAirport(hereincalledthe“Project”)consistingofthefollowing:UpdateAirportMasterPlanNarrativeReportandAirportLayoutPlan;whichismorefullydescribedintheProjectApplication.NOWTHEREFORE,PursuanttoandforthepurposeofcarryingouttheFAAReauthorizationActof2018(PublicLawNumber115-254);Title49,UnitedStatesCode(U.S.C.),Chapters471and475;49U.S.C.§40101etseq.,and48103;theDepartmentofTransportationAppropriationsAct,2021(PublicLaw116-260,DivisionL),asfurtheramendedbytheAmericanRescuePlanActof2021(PublicLaw117-2);andtherepresentationscontainedintheProjectApplication;andinconsiderationof:(a)theSponsor’sadoptionandratificationoftheGrantAssurancesattachedhereto(b)theSponsor’sacceptanceofthisOffer;and(c)thebenefitstoaccruetotheUnitedStatesandthepublicfromtheaccomplishmentoftheProjectandcompliancewiththeGrantAssuranceandconditionsashereinprovided;1AGENDA ITEM #5. h)
3-53-0055-028-2021THEFEDERALAVIATIONADMINISTRATION,FORANDONBEHALFOFTHEUNITEDSTATES,HEREBYOFFERSANDAGREEStopay100percentoftheallowablecostsincurredaccomplishingtheProjectastheUnitedStatesshareoftheProject.AssistanceListingsNumber(FormerlyCFDANumber):20.106ThisOfferismadeonandSUBJECTTOTHEFOLLOWINGTERMSANDCONDITIONS:CONDITIONS1.MaximumObligation.ThemaximumobligationoftheUnitedStatespayableunderthisOfferis$172,078.Thefollowingamountsrepresentabreakdownofthemaximumobligationforthepurposeofestablishingallowableamountsforanyfuturegrantamendment,whichmayincreasetheforegoingmaximumobligationoftheUnitedStatesundertheprovisionsof49U.S.C.§47108(b):$172,078forplanning$0airportdevelopmentornoiseprogramimplementation;and,$0forlandacquisition.2.GrantPerformance.ThisGrantAgreementissubjecttothefollowingFederalawardrequirements:a.PeriodofPerformance:1.ShallstartonthedatetheSponsorformallyacceptsthisAgreementandisthedatesignedbythelastSponsorsignatorytotheAgreement.TheenddateofthePeriodofPerformanceis4years(1,460calendardays)fromthedateofacceptance.ThePeriodofPerformanceenddateshallnotaffect,relieve,orreduceSponsorobligationsandassurancesthatextendbeyondthecloseoutofthisGrantAgreement.2.MeansthetotalestimatedtimeintervalbetweenthestartofaninitialFederalawardandtheplannedenddate,whichmayincludeoneormorefundedportionsorbudgetperiods.(2CodeofFederalRegulations(CFR)§200.1).b.BudgetPeriod:1.ForthisGrantis4years(1,460calendardays)andfollowsthesamestartandenddateastheperiodofperformanceprovidedinParagrapha.1.Pursuantto2CFR§200.403(h),theSponsormaychargetotheGrantonlyallowablecostsincurredduringtheBudgetPeriod.2.MeansthetimeintervalfromthestartdateofafundedportionofanawardtotheenddateofthatfundedportionduringwhichtheSponsorisauthorizedtoexpendthefundsawarded,includinganyfundscarriedforwardorotherrevisionspursuantto§200.308.c.CloseOutandTermination1.UnlesstheFAAauthorizesawrittenextension,theSponsormustsubmitallGrantcloseoutdocumentationandliquidate(pay-off)allobligationsincurredunderthisawardnolaterthan120calendardaysaftertheenddateoftheperiodofperformance.IftheSponsordoesnotsubmitallrequiredcloseoutdocumentationwithinthistimeperiod,theFAAwillproceedtocloseoutthegrantwithinoneyearoftheperiodofperformanceenddatewiththeinformationavailableattheendof120days.(2CFR§200.344).2AGENDA ITEM #5. h)
3-53-0055-028-20212.TheFAAmayterminatethisGrant,inwholeorinpart,inaccordancewiththeconditionssetforthin2CFR§200.340,orotherFederalregulatoryorstatutoryauthoritiesasapplicable.3.IneligibleorUnallowableCosts.TheSponsormustnotincludeanycostsintheprojectthattheFAAhasdeterminedtobeineligibleorunallowable.4.DeterminingtheFinalFederalShareofCosts.TheUnitedStates’shareofallowableprojectcostswillbemadeinaccordancewith49U.S.C.§47109,theregulations,policies,andproceduresoftheSecretary,andanysupersedinglegislation.FinaldeterminationoftheUnitedStates’sharewillbebaseduponthefinalauditofthetotalamountofallowableprojectcostsandsettlementwillbemadeforanyupwardordownwardadjustmentstotheFederalshareofcosts.5.CompletingtheProjectWithoutDelayandinConformancewithRequirements.TheSponsormustcarryoutandcompletetheprojectwithoutunduedelaysandinaccordancewiththisAgreement,49U.S.C.Chapters471and475,andtheregulations,policies,andproceduresoftheSecretaryofTransportation(“Secretary”).Per2CFR§200.308,theSponsoragreestoreporttotheFAAanydisengagementfromperformingtheprojectthatexceedsthreemonthsora25percentreductionintimedevotedtotheproject,andrequestpriorapprovalfromFAA.Thereportmustincludeareasonfortheprojectstoppage.TheSponsoralsoagreestocomplywiththegrantassurances,whicharepartofthisAgreement.6.AmendmentsorWithdrawalsbeforeGrantAcceptance.TheFAAreservestherighttoamendorwithdrawthisofferatanytimepriortoitsacceptancebytheSponsor.7.OfferExpirationDate.ThisofferwillexpireandtheUnitedStateswillnotbeobligatedtopayanypartofthecostsoftheprojectunlessthisofferhasbeenacceptedbytheSponsoronorbeforeJuly30,2021,orsuchsubsequentdateasmaybeprescribedinwritingbytheFAA.8.ImproperUseofFederalFunds.TheSponsormusttakeallsteps,includinglitigationifnecessary,torecoverFederalfundsspentfraudulently,wastefully,orinviolationofFederalantitruststatutes,ormisusedinanyothermannerforanyprojectuponwhichFederalfundshavebeenexpended.ForthepurposesofthisGrantAgreement,theterm“Federalfunds”meansfundshoweverusedordispersedbytheSponsor,thatwereoriginallypaidpursuanttothisoranyotherFederalgrantagreement.TheSponsormustobtaintheapprovaloftheSecretaryastoanydeterminationoftheamountoftheFederalshareofsuchfunds.TheSponsormustreturntherecoveredFederalshare,includingfundsrecoveredbysettlement,order,orjudgment,totheSecretary.TheSponsormustfurnishtotheSecretary,uponrequest,alldocumentsandrecordspertainingtothedeterminationoftheamountoftheFederalshareortoanysettlement,litigation,negotiation,orothereffortstakentorecoversuchfunds.AllsettlementsorotherfinalpositionsoftheSponsor,incourtorotherwise,involvingtherecoveryofsuchFederalsharerequireadvanceapprovalbytheSecretary.9.UnitedStatesNotLiableforDamageorInjury.TheUnitedStatesisnotresponsibleorliablefordamagetopropertyorinjurytopersonswhichmayarisefrom,orbeincidentto,compliancewiththisGrantAgreement.10.SystemforAwardManagement(SAM)RegistrationandUniqueEntityIdentifier(UEI).a.RequirementforSystemforAwardManagement(SAM):UnlesstheSponsorisexemptedfromthisrequirementunder2CFR25.110,theSponsormustmaintainthecurrencyofitsinformationintheSAMuntiltheSponsorsubmitsthefinalfinancialreportrequiredunderthisGrant,orreceivesthefinalpayment,whicheverislater.ThisrequiresthattheSponsorreviewandupdatetheinformationatleastannuallyaftertheinitialregistrationandmorefrequentlyif3AGENDA ITEM #5. h)
3-53-0055-028-2021requiredbychangesininformationoranotherawardterm.AdditionalinformationaboutregistrationproceduresmaybefoundattheSAMwebsite(currentlyathttp://www.sam.gov).b.Uniqueentityidentifier(UEI)meansa12-characteralpha-numericvalueusedtoidentifyaspecificcommercial,nonprofitorgovernmentalentity.AUEImaybeobtainedfromSAM.govathttps://sam.gov/SAM/pages/public/index.jsf.11.ElectronicGrantPayment(s).UnlessotherwisedirectedbytheFAA,theSponsormustmakeeachpaymentrequestunderthisAgreementelectronicallyviatheDelphielnvoicingSystemforDepartmentofTransportation(DOT)FinancialAssistanceAwardees.12.InformalLetterAmendmentofAlPProjects.If,duringthelifeoftheproject,theFAAdeterminesthatthemaximumgrantobligationoftheUnitedStatesexceedstheexpectedneedsoftheSponsorby$25,000orfivepercent(5%),whicheverisgreater,theFAAcanissuealetteramendmenttotheSponsorunilaterallyreducingthemaximumobligation.TheFAAcanalsoissuealettertotheSponsorincreasingthemaximumobligationifthereisanoverruninthetotalactualeligibleandallowableprojectcoststocovertheamountoftheoverrunprovideditwillnotexceedthestatutorylimitationsforgrantamendments.TheFAA’sauthoritytoincreasethemaximumobligationdoesnotapplytothe“planning”componentofConditionNo.1.TheFAAcanalsoissueaninformalletteramendmentthatmodifiesthegrantdescriptiontocorrectadministrativeerrorsortodeleteworkitemsiftheFAAfindsitadvantageousandinthebestinterestsoftheUnitedStates.Aninformalletteramendmenthasthesameforceandeffectasaformalgrantamendment.13.AirandWaterQuality.TheSponsorisrequiredtocomplywithallapplicableairandwaterqualitystandardsforallprojectsinthisgrant.IftheSponsorfailstocomplywiththisrequirement,theFAAmaysuspend,cancel,orterminatethisGrantAgreement.14.FinancialReportingandPaymentRequirements.TheSponsorwillcomplywithallFederalfinancialreportingrequirementsandpaymentrequirements,includingsubmittaloftimelyandaccuratereports.15.BuyAmerican.UnlessotherwiseapprovedinadvancebytheFAA,inaccordancewith49U.S.C.§50101,theSponsorwillnotacquireorpermitanycontractororsubcontractortoacquireanysteelormanufacturedproductsproducedoutsidetheUnitedStatestobeusedforanyprojectforwhichfundsareprovidedunderthisgrant.TheSponsorwillincludeaprovisionimplementingBuyAmericanineverycontractandsubcontractawardedunderthisGrant.16.MaximumObligationIncrease.Inaccordancewith49U.S.C.§47108(b)(3),asamended,themaximumobligationoftheUnitedStates,asstatedinConditionNo.1ofthisGrantOffer:a.Maynotbeincreasedforaplanningproject;b.Maybeincreasedbynotmorethan15percentfordevelopmentprojectsiffundsareavailable;c.Maybeincreasedbynotmorethanthegreaterofthefollowingfora,landproject,iffundsareavailable:1.15percent;or2.25percentofthetotalincreaseinallowableprojectcostsattributabletoacquiringaninterestintheland.4AGENDA ITEM #5. h)
3-53-0055-028-2021Ifthesponsorrequestsanincrease,anyeligibleincreaseinfundingwillbesubjecttotheUnitedStatesGovernmentshareasprovidedin49U.S.C.§47110,orothersupersedinglegislationifapplicable,forthefiscalyearappropriationwithwhichtheincreaseisfunded.TheFAAisnotresponsibleforthesameFederalshareprovidedhereinforanyamountincreasedovertheinitialgrantamount.TheFAAmayadjusttheFederalshareasapplicablethroughaninformalletterofamendment.17.AuditsforSponsors.PUBLICSPONSORS.TheSponsormustprovideforaSingleAuditorprogram-specificauditinaccordancewith2CFRPart200.TheSponsormustsubmittheauditreportingpackagetotheFederalAuditClearinghouseontheFederalAuditClearinghouse’sInternetDataEntrySystemathttp://harvester.census.gov/facweb/.UponrequestoftheFAA,theSponsorshallprovideonecopyofthecompletedaudittotheFAA.18.SuspensionorDebarment.Whenenteringintoa“coveredtransaction”asdefinedby2CFR§180.200,theSponsormust:a.Verifythenon-FederalentityiseligibletoparticipateinthisFederalprogramby:1.Checkingtheexcludedpartieslistsystem(EPLS)asmaintainedwithintheSystemforAwardManagement(SAM)todetermineifthenon-Federalentityisexcludedordisqualified;or2.Collectingacertificationstatementfromthenon-Federalentityattestingtheyarenotexcludedordisqualifiedfromparticipating;or3.Addingaclauseorconditiontocoveredtransactionsattestingindividualorfirmarenotexcludedordisqualifiedfromparticipating.b.Requireprimecontractorstocomplywith2CFR§180.330whenenteringintolower-tiertransactions(e.g.Sub-contracts).c.ImmediatelydisclosetotheFAAwhenevertheSponsor(1)learnstheyhaveenteredintoacoveredtransactionwithanineligibleentityor(2)suspendsordebarsacontractor,person,orentity.19.BanonTextingWhileDriving.a.InaccordancewithExecutiveOrder13513,FederalLeadershiponReducingTextMessagingWhileDriving,October1,2009,andDOTOrder3902.10,TextMessagingWhileDriving,December30,2009,theSponsorisencouragedto:1.Adoptandenforceworkplacesafetypoliciestodecreasecrashescausedbydistracteddriversincludingpoliciestobantextmessagingwhiledrivingwhenperforminganyworkfor,oronbehalfof,theFederalgovernment,includingworkrelatingtoagrantorsubgrant.2.Conductworkplacesafetyinitiativesinamannercommensuratewiththesizeofthebusiness,suchas:a.Establishmentofnewrulesandprogramsorre-evaluationofexistingprogramstoprohibittextmessagingwhiledriving;andb.Education,awareness,andotheroutreachtoemployeesaboutthesafetyrisksassociatedwithtextingwhiledriving.5AGENDA ITEM #5. h)
3-53-0055-028-2021b.TheSponsormustinsertthesubstanceofthisclauseonbanningtextingwhiledrivinginallsubgrants,contracts,andsubcontractsfundedwiththisGrant.20.TraffickinginPersons.a.Youastherecipient,youremployees,subrecipientsunderthisGrant,andsubrecipients’employeesmaynot—1.EngageinsevereformsoftraffickinginpersonsduringtheperiodoftimethattheGrantandapplicableconditionsareineffect;2.ProcureacommercialsexactduringtheperiodoftimethattheGrantandapplicableconditionsareineffect;or3.UseforcedlaborintheperformanceoftheGrantoranysubgrantsunderthisGrant.b.WeastheFederalawardingagency,mayunilaterallyterminatethisGrant,withoutpenalty,ifyouorasubrecipientthatisaprivateentity—1.Isdeterminedtohaveviolatedaprohibitioninparagrapha.ofthiscondition;or2.HasanemployeewhoisdeterminedbytheagencyofficialauthorizedtoterminatetheGranttohaveviolatedaprohibitioninparagrapha.ofthisconditionthroughconductthatiseither—a.AssociatedwithperformanceunderthisGrant;orb.Imputedtothesubrecipientusingthestandardsanddueprocessforimputingtheconductofanindividualtoanorganizationthatareprovidedin2CFRPart180,“0MBGuidelinestoAgenciesonGovernment-wideDebarmentandSuspension(Nonprocurement),”asimplementedbyouragencyat49CFRPart29.c.Youmustinformusimmediatelyofanyinformationyoureceivefromanysourceallegingaviolationofaprohibitioninparagrapha.ofthiscondition.d.Ourrighttoterminateunilaterallythatisdescribedinparagrapha.ofthiscondition:i.Implementssection106(g)oftheTraffickingVictimsProtectionActof2000(TVPA),asamended(22U.S.C.7104(g)),andii.IsinadditiontoallotherremediesfornoncompliancethatareavailabletousunderthisGrantAgreement.21.Exhibit“A”PropertyMap.TheExhibit“A”PropertyMapdatedDecember1,2011,isincorporatedhereinbyreferenceorissubmittedwiththeprojectapplicationandmadepartofthisGrantAgreement.22.EmployeeProtectionfromReprisal.a.ProhibitionofReprisals—1.Inaccordancewith41U.S.C.§4712,anemployeeofaSponsor,grantee,subgrantee,contractor,orsubcontractormaynotbedischarged,demoted,orotherwisediscriminatedagainstasareprisalfordisclosingtoapersonorbodydescribedinsub-paragrapha.2.below,informationthattheemployeereasonablybelievesisevidenceof:i.GrossmismanagementofaFederalgrant;ii.GrosswasteofFederalfunds;iii.AnabuseofauthorityrelatingtoimplementationoruseofFederalfunds;6AGENDA ITEM #5. h)
3-53-0055-028-2021iv.Asubstantialandspecificdangertopublichealthorsafety;orv.Aviolationoflaw,rule,orregulationrelatedtoaFederalgrant.2.Personsandbodiescovered.Thepersonsandbodiestowhichadisclosurebyanemployeeiscoveredareasfollows:I.AmemberofCongressorarepresentativeofacommitteeofCongress;ii.AnInspectorGeneral;iii.TheGovernmentAccountabilityOffice;iv.AFederalemployeeresponsibleforcontractorgrantoversightormanagementattherelevantagency;v.Acourtorgrandjury;vi.AmanagementofficialorotheremployeeoftheSponsor,contractor,orsubcontractorwhohastheresponsibilitytoinvestigate,discover,oraddressmisconduct;orvii.AnauthorizedofficialoftheDepartmentofJusticeorotherlawenforcementagency.3.SubmissionofComplaint—ApersonwhobelievesthattheyhavebeensubjectedtoareprisalprohibitedbyparagraphaofthisgranttermmaysubmitacomplaintregardingthereprisaltotheOfficeofInspectorGeneral(DIG)fortheU.S.DepartmentofTransportation.4.TimeLimitationforSubmittalofaComplaint—Acomplaintmaynotbebroughtunderthisconditionmorethanthreeyearsafterthedateonwhichtheallegedreprisaltookplace.5.RequiredActionsoftheInspectorGeneral—Actions,limitations,andexceptionsoftheInspectorGeneral’sofficeareestablishedunder41U.S.C.§4712(b).6.AssumptionofRightstoCivilRemedy—UponreceiptofanexplanationofadecisionnottoconductorcontinueaninvestigationbytheOfficeofInspectorGeneral,thepersonsubmittingacomplaintassumestherighttoacivilremedyunder41U.S.C.§4712(c).SPECIALCONDITIONS23.Coordination.TheSponsoragreestocoordinatethismasterplanningstudywithmetropolitanplanningorganizations,otherlocalplanningagencies,andwiththeStateAirportSystemPlanpreparedbytheState’sDepartmentofTransportationandconsideranypertinentinformation,data,projections,andforecastswhicharecurrentlyavailableoraswillbecomeavailable.TheSponsoragreestoconsideranyStateClearinghousecommentsandtofurnishacopyofthefinalreporttotheState’sDepartmentofTransportation.24.BuyAmericanExecutiveOrders.TheSponsoragreestoabidebyapplicableExecutiveOrdersineffectatthetimethisGrantAgreementisexecuted,includingExecutiveOrder14005,EnsuringtheFutureIsMadeinAllofAmericabyAllofAmerica’sWorkers.25.GrantApprovalBasedUponCertification.TheFAAandtheSponsoragreethattheFAAapprovalofthisgrantisbasedontheSponsor’scertificationtocarryouttheprojectinaccordancewithpolicies,standards,andspecificationsapprovedbytheFAA.TheSponsorCertificationsreceivedfromtheSponsorfortheworkincludedinthisgrantareherebyincorporatedintothisgrantagreement.TheSponsorunderstandsthat:a.TheSponsor’scertificationdoesnotrelievetheSponsoroftherequirementtoobtainpriorFAAapprovalformodificationstoanyAlPstandardsortonotifytheFAAofanylimitationstocompetitionwithintheproject;7AGENDA ITEM #5. h)
3-53-0055-028-2021b.TheFAA’sacceptanceofaSponsor’scertificationdoesnotlimittheFAAfromreviewingappropriateprojectdocumentationforthepurposeofvalidatingthecertificationstatements;IftheFAAdeterminesthattheSponsorhasnotcompliedwiththeircertificationstatements,theFAAwillreviewtheassociatedprojectcoststodeterminewhethersuchcostsareallowableunderAlP.8AGENDA ITEM #5. h)
3-53-0055-028-2021TheSponsor’sacceptanceofthisOfferandratificationandadoptionoftheProjectApplicationincorporatedhereinshallbeevidencedbyexecutionofthisinstrumentbytheSponsor,ashereinafterprovided,andthisOfferandAcceptanceshallcompriseaGrantAgreement,constitutingthecontractualobligationsandrightsoftheUnitedStatesandtheSponsorwithrespecttotheaccomplishmentoftheProjectandcompliancewiththeGrantAssurances,terms,andconditionsasprovidedherein.SuchGrantAgreementshallbecomeeffectiveupontheSponsor’sacceptanceofthisOffer.Pleasereadthefollowinginformation:Bysigningthisdocument,youareagreeingthatyouhavereviewedthefollowingconsumerdisclosureinformationandconsenttotransactbusinessusingelectroniccommunications,toreceivenoticesanddisclosureselectronically,andtoutilizeelectronicsignaturesinlieuofusingpaperdocuments.Youarenotrequiredtoreceivenoticesanddisclosuresorsigndocumentselectronically.Ifyouprefernottodoso,youmayrequesttoreceivepapercopiesandwithdrawyourconsentatanytime.Ideclareunderpenaltyofperjurythattheforegoingistrueandcorrect.1UNITEDSTATESOFAMERICAFEDERALAVIATIONADMINISTRATION(Signature)WarrenFerrell(TypedName)ActingManager,SeattleAirportsDistrictC(TitleofFAAOfficial)1KnowinglyandwillfullyprovidingfalseinformationtotheFederalgovernmentisaviolationof18U.S.C.Section1001(FalseStatements)andcouldsubjectyoutofines,imprisonment,orboth.9AGENDA ITEM #5. h)
3-53-0055-028-2021PartII-AcceptanceTheSponsordoesherebyratifyandadoptallassurances,statements,representations,warranties,covenants,andagreementscontainedintheProjectApplicationandincorporatedmaterialsreferredtointheforegoingOffer,anddoesherebyacceptthisOfferandbysuchacceptanceagreestocomplywithalloftheGrantAssurances,terms,andconditionsinthisOfferandintheProjectApplication.Pleasereadthefollowinginformation:Bysigningthisdocument,youareagreeingthatyouhavereviewedthefollowingconsumerdisclosureinformationandconsenttotransactbusinessusingelectroniccommunications,toreceivenoticesanddisclosureselectronically,andtoutilizeelectronicsignaturesinlieuofusingpaperdocuments.Youarenotrequiredtoreceivenoticesanddisclosuresorsigndocumentselectronically.Ifyouprefernottodoso,youmayrequesttoreceivepapercopiesandwithdrawyourconsentatanytime.Ideclareunderpenaltyofperjurythattheforegoingistrueandcorrect.DatedJune28,2021CityofRenton,WashingtonBy:(NameofSponsor)w(SignatureofSponsor’sAuthorizedOfficial)ArmondoPavone(TypedNameofSponsor’sAuthorizedOfficial)Title:Mayor,CityofRenton(TitleofSponsor’sAuthorizedOfficial)2KnowinglyandwillfullyprovidingfalseinformationtotheFederalgovernmentisaviolationof18U.S.C.Section1001(FalseStatements)andcouldsubjectyoutofines,imprisonment,orboth.10AGENDA ITEM #5. h)
3-53-0055-028-2021CERTIFICATEOFSPONSOR’SATTORNEYI,,actingasAttorneyfortheSponsordoherebycertify:ThatinmyopiniontheSponsorisempoweredtoenterintotheforegoingGrantAgreementunderthelawsoftheStateofWashington.Further,IhaveexaminedtheforegoingGrantAgreementandtheactionstakenbysaidSponsorandSponsor’sofficialrepresentative,whohasbeendulyauthorizedtoexecutethisGrantAgreement,whichisinallrespectsdueandproperandinaccordancewiththelawsofthesaidState,theFAAReauthorizationActof2018(PublicLawNumber115-254);Title49U.S.C.,Chapters471and475;49U.S.C.§40101,etseq.,and48103;andtheDepartmentofTransportationAppropriationsAct,2021(PublicLaw116-260,DivisionL),asfurtheramendedbytheAmericanRescuePlanActof2021(PublicLaw117-2).Inaddition,forgrantsinvolvingprojectstobecarriedoutonpropertynotownedbytheSponsor,therearenolegalimpedimentsthatwillpreventfullperformancebytheSponsor.Further,itismyopinionthatthesaidGrantAgreementconstitutesalegalandbindingobligationoftheSponsorinaccordancewiththetermsthereof.Pleasereadthefollowinginformation:Bysigningthisdocument,youareagreeingthatyouhavereviewedthefollowingconsumerdisclosureinformationandconsenttotransactbusinessusingelectroniccommunications,toreceivenoticesanddisclosureselectronically,andtoutilizeelectronicsignaturesinlieuofusingpaperdocuments.Youarenotrequiredtoreceivenoticesanddisclosuresorsigndocumentselectronically.Ifyouprefernottodoso,youmayrequesttoreceivepapercopiesandwithdrawyourconsentatanytime.Ideclareunderpenaltyofperjurythattheforegoingistrueandcorrect.3DatedatBy:_______________________________(SignatureofSponsor’sAttorney)11AGENDA ITEM #5. h)
3-53-0055-028-2021ASSURANCESPLANNINGAGENCYSPONSORSA.General.1.Theseassurancesshallbecompliedwithintheperlormanceofgrantagreementsforairportdevelopment,airportplanning,andnoisecompatibilityprogramgrantsforairportsponsors.2.TheseassurancesarerequiredtobesubmittedaspartoftheprojectapplicationbysponsorsrequestingfundsundertheprovisionsofTitle49,U.S.C.,subtitleVII,asamended.Asusedherein,theterm‘publicagencysponsor’meansapublicagencywithcontrolofapublic-useairport;theterm“privatesponsor’meansaprivateownerofapublic-useairport;andtheterm“sponsor’includesbothpublicagencysponsorsandprivatesponsors.3.uponacceptanceofthisgrantofferbythesponsor,theseassurancesareincorporatedinandbecomepartofthisgrantagreement.B.DurationandApplicability.Theterms,conditionsandassurancesofthisgrantagreementshallremaininfullforceandeffectduringthelifeoftheproject.C.SponsorCertification.Thesponsorherebyassuresandcertifies,withrespecttothisgrantthat:1.GeneralFederalRequirementsItwillcomplywithallapplicableFederallaws,regulations,executiveorders,policies,guidelines,andrequirementsastheyrelatetotheapplication,acceptanceanduseofFederalfundsforthisprojectincludingbutnotlimitedtothefollowing:FEDERALLEGISLATIONa.Title49,U.S.C.,subtitleVII,asamended.b.FederalFairLaborStandardsAct-29U.S.C.201,etseq.c.HatchAct—5U.S.C.1501,etseq.2d.RehabilitationActof1973—29U.S.C.794e.TitleVIoftheCivilRightsActof1964(42U.S.C.§2000detseq.,78stat.252)(prohibitsdiscriminationonthebasisofrace,color,nationalorigin)f.AmericanswithDisabilitiesActof1990,asamended,(42U.S.C.§12101etseq.),prohibitsdiscriminationonthebasisofdisabilityg.AgeDiscriminationActof1975-42U.S.C.6101,etseq.h.SingleAuditActof1984-31U.S.C.7501,etseq.2i.Drug-FreeWorkplaceActof1988-41U.S.C.702through706.EXECUTIVEORDERSa.ExecutiveOrder12372-IntergovernmentalReviewofFederalProgramsPage1,f7AGENDA ITEM #5. h)
3-53-0055-028-2021FEDERALREGULATIONSa.2CFRPart180—0MBGuidelinestoAgenciesonGovernmentwideDebarmentandSuspension(Nonprocurement).b.2CFRPart200,UniformAdministrativeRequirements,CostPrinciples,andAuditRequirementsforFederalAwards.[0MBCircularA-87CostPrinciplesApplicabletoGrantsandContractswithStateandLocalGovernments,and0MBCircularA-133-AuditsofStates,LocalGovernments,andNon-ProfitOrganizations].4’5,6c.2CFRPart1200—NonprocurementSuspensionandDebarmentd.14CFRPart13—InvestigativeandEnforcementProcedurese.14CFRPart16—RulesofPracticeForFederallyAssistedAirportEnforcementProceedings.f.28CFR§50.3—U.S.DepartmentofjusticeGuidelinesforEnforcementofTitleVIoftheCivilRightsActof1964.g.49CFRPart18—Uniformadministrativerequirementsforgrantsandcooperativeagreementstostateandlocalgovernments.3h.49CFRPart20—Newrestrictionsonlobbying.I.49CFRPart21—Nondiscriminationinfederally-assistedprogramsoftheDepartmentofTransportation-effectuationofTitleVIoftheCivilRightsActof1964.j.49CFRPart26—ParticipationbyDisadvantagedBusinessEnterprisesinDepartmentofTransportationPrograms.k.49CFRPart28—EnforcementofNondiscriminationontheBasisofHandicapinProgramsorActivitiesconductedbytheDepartmentofTransportation.I.49CFRPart30—DenialofpublicworkscontractstosuppliersofgoodsandservicesofcountriesthatdenyprocurementmarketaccesstoU.S.contractors.m.28CFRPart35—DiscriminationontheBasisofDisabilityinStateandLocalGovernmentServices.n.28CFR§50.3—U.S.DepartmentofjusticeGuidelinesforEnforcementofTitleVIoftheCivilRightsActof1964.o.49CFRPart28—EnforcementofNondiscriminationontheBasisofHandicapinProgramsorActivitiesconductedbytheDepartmentofTransportation.p.49CFRPart32—GovernmentwideRequirementsforDrug-FreeWorkplace(FinancialAssistance)q.TheFederalFundingAccountabilityandTransparencyActof2006,asamended(Pub.L.109-282,asamendedbysection6202ofPublicLaw110-252).SPECIFICASSURANCESSpecificassurancesrequiredtobeincludedingrantagreementsbyanyoftheabovelaws,regulationsorcircularsareincorporatedbyreferenceinthisgrantagreement.FOOTNOTESTOASSURANCEC.1.1Theselawsdonotapplytoairportplanningsponsors.Page2cf7AGENDA ITEM #5. h)
3-53-0055-028-20212Theselawsdonotapplytoprivatesponsors.49CFRPart18and2CFRPart200containrequirementsforStateandLocalGovernmentsreceivingFederalassistance.AnyrequirementlevieduponStateandLocalGovernmentsbythisregulationandcircularshallalsobeapplicabletoprivatesponsorsreceivingFederalassistanceunderTitle49,UnitedStatesCode.OnDecember26,2013at78FR78590,theOfficeofManagementandBudget(0MB)issuedtheUniformAdministrativeRequirements,CostPrinciples,andAuditRequirementsforFederalAwardsin2CFRPart200.2CFRPart200replacesandcombinestheformerUniformAdministrativeRequirementsforGrants(0MBCircularA-102andCircularA-lbor2CFRPart215orCircular)aswellastheCostPrinciples(CircularsA-21or2CFRpart220;CircularA-87or2CFRpart225;andA-122,2CFRpart230).AdditionallyitreplacesCircularA-133guidanceontheSingleAnnualAudit.Inaccordancewith2CFRsection200.110,thestandardssetforthinPart200whichaffectadministrationofFederalawardsissuedbyFederalagenciesbecomeeffectiveonceimplementedbyFederalagenciesorwhenanyfutureamendmenttothisPartbecomesfinal.Federalagencies,includingtheDepartmentofTransportation,mustimplementthepoliciesandproceduresapplicabletoFederalawardsbypromulgatingaregulationtobeeffectivebyDecember26,2014unlessdifferentprovisionsarerequiredbystatuteorapprovedby0MB.Costprinciplesestablishedin2CFRpart200subpartEmustbeusedasguidelinesfordeterminingtheeligibilityofspecifictypesofexpenses.Auditrequirementsestablishedin2CFRpart200subpartFaretheguidelinesforaudits.1.ResponsibilityandAuthorityoftheSponsor.Ithaslegalauthoritytoapplyforthisgrant,andtofinanceandcarryouttheproposedproject;thataresolution,motionorsimilaractionhasbeendulyadoptedorpassedasanofficialactoftheapplicant’sgoverningbodyauthorizingthefilingoftheapplication,includingallunderstandingsandassurancescontainedtherein,anddirectingandauthorizingthepersonidentifiedastheofficialrepresentativeoftheapplicanttoactinconnectionwiththeapplicationandtoprovidesuchadditionalinformationasmayberequired.2.SponsorFundAvailability.IthassufficientfundsavailableforthatportionoftheprojectcostswhicharenottobepaidbytheUnitedStates.3.PreservingRightsandPowersa.Itwillnottakeorpermitanyactionwhichwouldoperatetodepriveitofanyoftherightsandpowersnecessarytoperformanyoralloftheterms,conditions,andassurancesinthisgrantagreementwithoutthewrittenapprovaloftheSecretary4.ConsistencywithLocalPlans.Theprojectisreasonablyconsistentwithplans(existingatthetimeofsubmissionofthisapplication)ofpublicagenciesintheplanningarea.5.AccountingSystem,Audit,andRecordKeepingRequirementsa.Itshallkeepallprojectaccountsandrecordswhichfullydisclosetheamountanddispositionbytherecipientoftheproceedsofthisgrant,thetotalcostoftheprojectinconnectionwithwhichthisgrantisgivenorused,andtheamountornatureofthatportionofthecostoftheprojectsuppliedbyothersources,andsuchotherfinancialrecordspertinenttotheproject.TheP,ge3cf7AGENDA ITEM #5. h)
3-53-0055-028-2021accountsandrecordsshallbekeptinaccordancewithanaccountingsystemthatwillfacilitateaneffectiveauditinaccordancewiththeSingleAuditActof1984.b.ItshallmakeavailabletotheSecretaryandtheComptrollerGeneraloftheUnitedStates,oranyoftheirdulyauthorizedrepresentatives,forthepurposeofauditandexamination,anybooks,documents,papers,andrecordsoftherecipientthatarepertinenttothisgrant.TheSecretarymayrequirethatanappropriateauditbeconductedbyarecipient.Inanycaseinwhichanindependentauditismadeoftheaccountsofasponsorrelatingtothedispositionoftheproceedsofagrantorrelatingtotheprojectinconnectionwithwhichthisgrantwasgivenorused,itshallfileacertifiedcopyofsuchauditwiththeComptrollerGeneraloftheUnitedStatesnotlaterthansix(6)monthsfollowingthecloseofthefiscalyearforwhichtheauditwasmade.6.PlanningProjectsIncarryingoutplanningprojects:a.Itwillexecutetheprojectinaccordancewiththeapprovedprogramnarrativecontainedintheprojectapplicationorwithmodificationssimilarlyapproved.b.ItwillfurnishtheSecretarywithsuchperiodicreportsasrequiredpertainingtotheplanningprojectandplanningworkactivities.c.ItwillincludeinallpublishedmaterialpreparedinconnectionwiththeplanningprojectanoticethatthematerialwaspreparedunderagrantprovidedbytheUnitedStates.d.Itwillmakesuchmaterialavailableforexaminationbythepublic,andagreesthatnomaterialpreparedwithfundsunderthisprojectshallbesubjecttocopyrightintheUnitedStatesoranyothercountry.e.ItwillgivetheSecretaryunrestrictedauthoritytopublish,disclose,distribute,andotherwiseuseanyofthematerialpreparedinconnectionwiththisgrant.f.ItwillgranttheSecretarytherighttodisapprovetheSponsor’semploymentofspecificconsultantsandtheirsubcontractorstodoalloranypartofthisprojectaswellastherighttodisapprovetheproposedscopeandcostofprofessionalservices.g.ItwillgranttheSecretarytherighttodisapprovetheuseofthesponsor’semployeestodoalloranypartoftheproject.h.ItunderstandsandagreesthattheSecretary’sapprovalofthisprojectgrantortheSecretary’sapprovalofanyplanningmaterialdevelopedaspartofthisgrantdoesnotmeanconstituteorimplyanyassuranceorcommitmentonthepartoftheSecretarytoapproveanypendingorfutureapplicationforaFederalairportgrant.7.ReportsandInspections.ItwillsubmittotheSecretarysuchannualorspecialfinancialandoperationsreportsastheSecretarymayreasonablyrequest.8.CivilRights.ItwillpromptlytakeanymeasuresnecessarytoensurethatnopersonintheUnitedStatesshall,onthegroundsofrace,creed,color,nationalorigin,sex,age,ordisabilitybeexcludedfromparticipationin,bedeniedthebenefitsof,orbeotherwisesubjectedtodiscriminationinanyactivityconductedwith,orbenefitingfrom,fundsreceivedfromthisgrant.P,ge4f7AGENDA ITEM #5. h)
3-53-0055-028-2021a.Usingthedefinitionsofactivity,facilityandprogramasfoundanddefinedin§21.23(b)and21.23(e)of49CFR§21,thesponsorwillfacilitateallprograms,operateallfacilities,orconductallprogramsincompliancewithallnon-discriminationrequirementsimposedby,orpursuanttotheseassurances.b.Applicability1.ProgramsandActivities.Ifthesponsorhasreceivedagrant(orotherfederalassistance)foranyofthesponsor’sprogramoractivities,theserequirementsextendtoallofthesponsor’sprogramsandactivities.2.Facilities.Whereitreceivesagrantorotherfederalfinancialassistancetoconstruct,expand,renovate,remodel,alteroracquireafacility,orpartofafacility,theassuranceextendstotheentirefacilityandfacilitiesoperatedinconnectiontherewith.3.RealProperty.WherethesponsorreceivesagrantorotherFederalfinancialassistanceintheformof,orfortheacquisitionofrealpropertyoraninterestinrealproperty,theassurancewillextendtorightstospaceon,over,orundersuchproperty.c.Duration.ThesponsoragreesthatitisobligatedtothisassurancefortheperiodduringwhichFederalfinancialassistanceisextendedtotheprogram,exceptwheretheFederalfinancialassistanceistoprovide,orisintheformof,personalproperty,orrealproperty,orinteresttherein,orstructuresorimprovementsthereon,inwhichcasetheassuranceobligatesthesponsor,oranytransfereeforthelongerofthefollowingperiods:1.Solongastheairportisusedasanairport,orforanotherpurposeinvolvingtheprovisionofsimilarservicesorbenefits;or2.Solongasthesponsorretainsownershiporpossessionoftheproperty.d.RequiredSolicitationLanguage.Itwillincludethefollowingnotificationinallsolicitationsforbids,RequestsForProposalsforwork,ormaterialunderthisgrantagreementandinallproposalsforagreements,includingairportconcessions,regardlessoffundingsource:“The(NameofSponsor),inaccordancewiththeprovisionsofTitleVIoftheCivilRightsActof1964(78Stat.252,42U.S.C.§2000dto2000d-4)andtheRegulations,herebynotifiesallbiddersthatitwillaffirmativelyensurethatanycontractenteredintopursuanttothisadvertisement,disadvantagedbusinessenterprisesandairportconcessiondisadvantagedbusinessenterpriseswillbeaffordedfullandfairopportunitytosubmitbidsinresponsetothisinvitationandwillnotbediscriminatedagainstonthegroundsofrace,color,ornationalorigininconsiderationforanaward.”e.RequiredContractProvisions.1.Itwillinsertthenon-discriminationcontractclausesrequiringcompliancewiththeactsandregulationsrelativetonon-discriminationinFederally-assistedprogramsoftheDOT,andincorporatingtheactsandregulationsintothecontractsbyreferenceineverycontractoragreementsubjecttothenon-discriminationinFederally-assistedprogramsoftheDOTactsandregulations.2.Itwillincludealistofthepertinentnon-discriminationauthoritiesineverycontractthatissubjecttothenon-discriminationactsandregulations.P,ge5cf7AGENDA ITEM #5. h)
3-53-0055-028-20213.Itwillinsertnon-discriminationcontractclausesasacovenantrunningwiththeland,inanydeedfromtheUnitedStateseffectingorrecordingatransferofrealproperty,structures,use,orimprovementsthereonorinterestthereintoasponsor.4.Itwillinsertnon-discriminationcontractclausesprohibitingdiscriminationonthebasisofrace,color,nationalorigin,creed,sex,age,orhandicapasacovenantrunningwiththeland,inanyfuturedeeds,leases,license,permits,orsimilarinstrumentsenteredintobythesponsorwithotherparties:a.Forthesubsequenttransferofrealpropertyacquiredorimprovedundertheapplicableactivity,project,orprogram;andb.Fortheconstructionoruseof,oraccessto,spaceon,over,orunderrealpropertyacquiredorimprovedundertheapplicableactivity,project,orprogram.f.ItwillprovideforsuchmethodsofadministrationfortheprogramasarefoundbytheSecretarytogivereasonableguaranteethatit,otherrecipients,sub-recipients,sub-grantees,contractors,subcontractors,consultants,transferees,successorsininterest,andotherparticipantsofFederalfinancialassistanceundersuchprogramwillcomplywithallrequirementsimposedorpursuanttotheacts,theregulations,andthisassurance.g.ItagreesthattheUnitedStateshasarighttoseekjudicialenforcementwithregardtoanymatterarisingundertheacts,theregulations,andthisassurance.9.EngineeringandDesignServices.Itwillawardeachcontract,orsub-contractforprogrammanagement,constructionmanagement,planningstudies,feasibilitystudies,architecturalservices,preliminaryengineering,design,engineering,surveying,mappingorrelatedserviceswithrespecttotheprojectinthesamemannerasacontractforarchitecturalandengineeringservicesisnegotiatedunderTitleIXoftheFederalPropertyandAdministrativeServicesActof1949oranequivalentqualifications-basedrequirementprescribedfororbythesponsoroftheairport.10.ForeignMarketRestrictions.ItwillnotallowfundsprovidedunderthisgranttobeusedtofundanyprojectwhichusesanyproductorserviceofaforeigncountryduringtheperiodinwhichsuchforeigncountryislistedbytheUnitedStatesTradeRepresentativeasdenyingfairandequitablemarketopportunitiesforproductsandsuppliersoftheUnitedStatesinprocurementandconstruction.11.Policies,Standards,andSpecifications.Itwillcarryouttheprojectinaccordancewithpolicies,standards,andspecificationsapprovedbytheSecretary.12.DisadvantagedBusinessEnterprises.Therecipientshallnotdiscriminateonthebasisofrace,color,nationaloriginorsexintheawardandperformanceofanyDOT-assistedcontractcoveredby49CFRPart26.Therecipientshalltakeallnecessaryandreasonablestepsunder49CFRPart26toensurenondiscriminationintheawardandadministrationofDOT-assistedcontracts.Therecipient’sDBEprogram,asrequiredby49CFRParts26,andasapprovedbyDOT,isincorporatedbyreferenceinthisagreement.Implementationoftheseprogramsisalegalobligationandfailuretocarryoutitstermsshallbetreatedasaviolationofthisagreement.Uponnotificationtotherecipientofitsfailuretocarryoutitsapprovedprogram,theDepartmentmayimposesanctionsasprovidedforunderParts26and23andmay,inPage6f7AGENDA ITEM #5. h)
3-53-0055-028-2021appropriatecases,referthematterforenforcementunder18U.S.C.§1001and/ortheProgramFraudcivilRemediesActof1936(31U.S.C.§3801).Pge7cf7AGENDA ITEM #5. h)
3-53-0055-028-2021CurrentFAAAdvisoryCircularsRequiredforUseinAlPFundedandPFCApprovedProjectsViewthemostcurrentversionsofFAA’sAdvisoryCirculars(A/Cs)here:https://www.faa.gov/regulationspolicies/advisorycirculars/AirportsA/Csarefoundinthe150series.InadditionAirspaceA/Cs,foundinthe70series,alsomayapplyforcertainprojects.PageSof1AGENDA ITEM #5. h)
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 NO. 6017, IN THE
AMOUNT OF $(27,164,592) 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 adopting an
amended 2021 City of Renton Salary Table and 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, minor corrections and the recognition of grants, contributions and associated
costs, and new cost items not previously included in the budget require additional adjustments
to the 2021/2022 Biennial Budget; and
WHEREAS, it is necessary to amend the 2021/2022 Biennial Budget to consolidate 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
WHEREAS, it is necessary to amend the 2021/2022 Biennial Budget to create 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;
AGENDA ITEM # 7. a)
ORDINANCE NO. ________
2
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO
ORDAIN AS FOLLOWS:
SECTION I. To make minor corrections and recognize grants, contributions and
associated costs not previously included in the 2021/2022 Biennial Budget; to consolidate the
Municipal Arts Fund 125 into the General Fund; and to create 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, the City of Renton’s
2021/2022 Biennial Budget, originally adopted in Ordinance No. 5991 and amended by
Ordinance No. 6017, is hereby amended in the total amount of $(27,164,592) for an amended
total of $674,490,315 over the biennium.
SECTION II. The City Council hereby adopts the amended 2021/2022 Biennial Budget.
The 2021 2nd Quarter Budget Adjustment Summary by Fund is attached as Exhibit A and the 2022
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.
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
AGENDA ITEM # 7. a)
ORDINANCE NO. ________
3
APPROVED BY THE MAYOR this _______ day of _______________________, 2021.
Armondo Pavone, Mayor
Approved as to form:
Shane Moloney, City Attorney
Date of Publication:
ORD:2169:6/18/21
AGENDA ITEM # 7. a)
ORDINANCE NO. _______ 4 Exhibit A: 2021 2nd Quarter Budget Adjustment Summary by Fund BEGINNING 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 ‐ 54,456,582 113,702,347 (7,273,448) 106,428,899 131,153,840 (13,585,085) 117,568,754 43,316,727 (11,905,500) 31,411,226 110 SPECIAL HOTEL‐MOTEL TAX893,604 ‐ 893,604 225,000 ‐ 225,000 501,197 ‐ 501,197 617,406 617,406 127 CABLE COMMUNICATIONS DEVELOPMENT677,710 ‐ 677,710 97,674 ‐ 97,674 97,674 ‐ 97,674 677,710 677,710 130 HOUSING AND SUPPORTIVE SERVICES ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 135 SPRINGBROOK WETLANDS BANK348,826 ‐ 348,826 24,200 ‐ 24,200 ‐ ‐ ‐ 373,026 373,026 140 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 ‐ 7,153,019 5,350,908 (2,717,575) 2,633,333 303 COMMUNITY SERVICES IMPACT MITIGATION1,713,833 ‐ 1,713,833 1,266,283 305,181 1,571,464 1,830,328 250,000 2,080,328 1,204,969 1,204,969 305 TRANSPORTATION IMPACT MITIGATION3,154,954 ‐ 3,154,954 200,000 ‐ 200,000 172,869 ‐ 172,869 3,182,086 3,182,086 308 REET12,042,269 ‐ 2,042,269 2,250,000 ‐ 2,250,000 2,865,000 ‐ 2,865,000 1,427,269 1,427,269 309 REET23,411,866 ‐ 3,411,866 5,427,680 ‐ 5,427,680 7,066,705 ‐ 7,066,705 1,772,841 1,772,841 31X SCHOOL DISTRICT IMPACT MITIGATION‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 316 MUNICIPAL FACILITIES CIP20,298,663 ‐ 20,298,663 8,743,218 555,181 9,298,399 28,225,409 1,195,881 29,421,290 175,772 175,772 317 CAPITAL IMPROVEMENT16,792,413 ‐ 16,792,413 29,731,028 700,000 30,431,028 44,659,724 760,868 45,420,592 1,802,850 1,802,850 336 NEW LIBRARY DEVELOPMENT16,679 ‐ 16,679 ‐ ‐ ‐ 16,679 ‐ 16,679 ‐ ‐ 346 NEW FAMILY FIRST CENTER DEVELOPMENT8,356,704 ‐ 8,356,704 75,000 ‐ 75,000 872,775 ‐ 872,775 7,558,929 7,558,929 402 AIRPORT OPERATIONS & CIP 7,558,405 ‐ 7,558,405 3,051,767 58,162 3,109,929 8,764,848 600,520 9,365,368 1,302,966 (223,124) 1,079,842 403 SOLID WASTE UTILITY2,771,562 ‐ 2,771,562 22,641,386 313,136 22,954,522 22,589,223 313,107 22,902,330 2,823,754 (400,000) 2,423,754 404 GOLF COURSE SYSTEM & CAPITAL 476,746 ‐ 476,746 2,901,275 225,309 3,126,584 2,634,100 256,319 2,890,418 712,911 (641,550) 71,362 405 WATER OPERATIONS & CAPITAL 40,776,314 ‐ 40,776,314 17,972,403 ‐ 17,972,403 49,071,667 (85,862) 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 28,633,537 3,896 28,637,433 7,145,270 (1,575,451) 5,569,819 407 SURFACE WATER OPERATIONS & CAPITAL 21,610,356 ‐ 21,610,356 24,185,763 91,504 24,277,267 31,505,106 152,671 31,657,778 14,229,845 (1,871,548) 12,358,297 416 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 6,554,775 (91,380) 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 ‐ 3,533,775 3,698,515 ‐ 3,698,515 19,695,468 (17,708,251) 1,987,217 503 INFORMATION SERVICES3,939,941 ‐ 3,939,941 6,614,378 ‐ 6,614,378 7,374,069 ‐ 7,374,069 3,180,249 3,180,249 504 FACILITIES504,167 ‐ 504,167 5,996,730 ‐ 5,996,730 6,168,171 898 6,169,069 331,828 331,828 505 COMMUNICATIONS151,624 ‐ 151,624 1,155,732 ‐ 1,155,732 1,152,826 ‐ 1,152,826 154,530 154,530 512 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 ‐ 228,907,223 195,203,165 2,157,092 197,360,258 293,564,889 3,448,298 297,013,187 129,254,294 (58,267,432) 70,986,862 TOTAL ALL FUNDS 283,363,805 ‐ 283,363,805 308,905,512 (5,116,355) 303,789,157 424,718,729 (10,136,787) 414,581,942 172,571,020 (70,172,932) 102,398,088 AGENDA ITEM # 7. a)
ORDINANCE NO. ________ 5 Exhibit B: 2022 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 FUND37,005,089 6,311,638 43,316,727 123,806,412 (17,190,007) 106,616,405 131,495,705 (17,090,999) 114,404,706 35,528,426 (11,652,376) 23,876,049 110 SPECIAL HOTEL‐MOTEL TAX617,406 ‐ 617,406 200,000 ‐ 200,000 ‐ ‐ ‐ 817,406 817,406 127 CABLE COMMUNICATIONS DEVELOPMENT677,710 ‐ 677,710 97,674 ‐ 97,674 97,674 ‐ 97,674 677,710 677,710 130 HOUSING AND SUPPORTIVE SERVICES ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 135 SPRINGBROOK WETLANDS BANK373,026 ‐ 373,026 ‐ ‐ ‐ ‐ ‐ ‐ 373,026 373,026 140 POLICE SEIZURE‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 141 POLICE CSAM SEIZURE‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 215 GENERAL GOVERNMENT MISC DEBT SVC5,350,908 ‐ 5,350,908 4,533,969 ‐ 4,533,969 4,341,920 ‐ 4,341,920 5,542,957 (2,717,575) 2,825,382 303 COMMUNITY SERVICES IMPACT MITIGATION1,149,788 55,181 1,204,969 86,500 ‐ 86,500 ‐ ‐ ‐ 1,291,469 1,291,469 305 TRANSPORTATION IMPACT MITIGATION3,182,086 ‐ 3,182,086 200,000 ‐ 200,000 200,000 ‐ 200,000 3,182,086 3,182,086 308 REET 11,427,269 ‐ 1,427,269 2,300,000 ‐ 2,300,000 2,315,000 ‐ 2,315,000 1,412,269 1,412,269 309 REET 21,772,841 ‐ 1,772,841 2,300,000 ‐ 2,300,000 2,750,625 ‐ 2,750,625 1,322,216 1,322,216 31X SCHOOL DISTRICT IMPACT MITIGATION‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 316 MUNICIPAL FACILITIES CIP816,472 (640,700) 175,772 2,462,840 ‐ 2,462,840 2,455,962 ‐ 2,455,962 182,650 182,650 317 CAPITAL IMPROVEMENT1,863,718 (60,868) 1,802,850 2,200,000 ‐ 2,200,000 583,000 ‐ 583,000 3,419,850 3,419,850 336 NEW LIBRARY DEVELOPMENT‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ ‐ 346 NEW FAMILY FIRST CENTER DEVELOPMENT7,558,929 ‐ 7,558,929 ‐ ‐ ‐ ‐ ‐ ‐ 7,558,929 7,558,929 402 AIRPORT OPERATIONS & CIP 1,845,324 (542,358) 1,302,966 3,051,767 ‐ 3,051,767 2,927,234 5,241 2,932,475 1,422,258 (225,548) 1,196,711 403 SOLID WASTE UTILITY2,823,725 29 2,823,754 23,108,703 ‐ 23,108,703 23,352,023 ‐ 23,352,023 2,580,434 (400,000) 2,180,434 404 GOLF COURSE SYSTEM & CAPITAL 743,922 (31,010) 712,911 2,984,655 ‐ 2,984,655 2,710,966 46,420 2,757,386 940,180 (659,742) 280,438 405 WATER OPERATIONS & CAPITAL 9,677,050 85,862 9,762,912 19,107,026 ‐ 19,107,026 17,442,277 2,196 17,444,473 11,425,465 (3,045,788) 8,379,677 406 WASTEWATER OPERATIONS & CAPITAL 7,149,166 (3,896) 7,145,270 12,178,313 ‐ 12,178,313 13,096,699 582 13,097,281 6,226,302 (1,591,741) 4,634,562 407 SURFACE WATER OPERATIONS & CAPITAL 14,291,013 (61,167) 14,229,845 12,835,489 ‐ 12,835,489 17,074,512 7,857 17,082,369 9,982,965 (1,872,812) 8,110,153 416 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 RENTAL7,641,488 (91,380) 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 ‐ 19,695,468 3,561,243 ‐ 3,561,243 3,907,955 ‐ 3,907,955 19,348,756 (17,328,565) 2,020,191 503 INFORMATION SERVICES3,180,249 ‐ 3,180,249 6,736,779 ‐ 6,736,779 6,747,251 ‐ 6,747,251 3,169,777 3,169,777 504 FACILITIES332,726 (898) 331,828 6,183,470 ‐ 6,183,470 6,357,208 898 6,358,106 157,192 157,192 505 COMMUNICATIONS154,530 0 154,530 1,187,600 ‐ 1,187,600 1,184,722 ‐ 1,184,722 157,408 157,408 512 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 Funds130,545,500 (1,291,206) 129,254,294 146,043,403 ‐ 146,043,403 145,440,473 63,194 145,503,668 129,794,029 (59,649,296) 70,144,733 TOTAL ALL FUNDS 167,550,588 5,020,432 172,571,020 269,849,814 (17,190,007) 252,659,808 276,936,178 (17,027,805) 259,908,373 165,322,454 (71,301,672) 94,020,782 2 year total578,755,326 (22,306,362) 556,448,965 701,654,907 (27,164,592) 674,490,315 165,322,454 (71,301,672) 94,020,782 AGENDA ITEM # 7. a)