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HomeMy WebLinkAboutP_Plans_Solera West Tower_211227_v2SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:13:33 PM COVER SHEET GB000 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 PROJECT INFORMATION 2950 NE 11TH STREET, RENTON, WA 98056 7227801205, 7227801206, 7227801406, 7227801405, 7227801235, 7227801785 119,782 SF LUA18-000490, SA-M, PP, CU-H, MOD / LUA20-000305, MOD, / PR18-000333 B21004495 / PR21-000363 SOLERA PODIUM / GARAGE BLOCK B B21004855 / PR21000387 SOLERA EAST TOWER BLOCK B B21004840 / PR2100386 SOLERA WEST TOWER BLOCK B CV (CENTER VILLAGE) - COMMERCIAL & MIXED USE (CMU) COMPREHENSIVE PLAN D VA OVER IA DEMOLITION PERMIT COORDINATED CIVIL REVIEW MECHANICAL, ELECTRICAL, & PLUMBING PERMIT FIRE ALARM PERMIT FIRE SUPPRESSION PERMIT SIGN PERMIT FIRE INSTALLATION PERMIT APPLICABLE CODES 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE WAC IBC AMENDMENTS 2009 ICC A117.1 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FAIR HOUSING ACCESSIBILITY GUIDELINES THE BUILDING ENCLOSURE DOCUMENTS OF THESE BUILDING PERMIT DRAWINGS SATISFY THE REQUIREMENTS OF RCW 64.55. A THIRD-PARTY, QUALIFIED INSPECTOR SHALL INSPECT THE BUILDING ENCLOSURE DURING THE COURSE OF CONSTRUCTION FOR COMPLIANCE WITH THE BUILDING ENCLOSURE DESIGN. THE THIRD-PARTY INSPECTOR SHALL SUBMIT A SIGNED LETTER OF CERTIFICATION PRIOR TO BUILDING FINAL REGARDING THE INSPECTION AND SUBSTANTIAL COMPLIANCE OF THE BUILDING WITH THE BUILDING ENVELOPE ENCLOSURE DESIGN DOCUMENTS. VOLUME 1 SOLERA RENTON BLOCK B - BUILDING B PROJECT ADDRESS: PARCEL NUMBERS: SITE AREA: MASTER SITE PLAN #: BUILDING PERMIT #: ZONING: URBAN DESIGN DISTRICT: IBC CONSTRUCTION TYPE: SEPARATE SUBMITTALS: PROJECT DESCRIPTION A MIXED-USE THREE PHASED DEVELOPMENT. THIS PACKAGE REPRESENTS PHASE ONE – BLOCK B TYPE IA PODIUM ONLY: NEW CONSTRUCTION OF A 7-STORY, 561,554 GSF, 315 DWELLING UNIT BUILDING. THE BUILDING CONSISTS OF FIVE LEVELS OF VA CONSTRUCTION (LEVELS 3-7) IN TWO TOWERS (EAST AND WEST) WITH R-2 USES IN CONJUNCTION WITH AMENITY SPACES, DWELLING UNITS, AND AN OUTDOOR COURTYARD; TWO LEVELS OF TYPE IA CONSTRUCTION AT GRADE (LEVELS 1 AND 2) WITH RETAIL, PARKING, R-2 DWELLING UNITS AND R-2 ASSOCIATED USES OF BUILDING ENTRIES, LEASING, LOBBIES, AMENITY SPACES; ONE SUBTERRANEAN LEVEL OF TYPE IA CONSTRUCTION FOR PARKING (LEVEL P1), UTILIZING WA AMENDMENT IBC SECTION 510.2 TO CONSTRUCT A PODIUM TYPE BUILDING WITH TYPE IA BELOW AND TYPE VA ABOVE SEPARATED BY A 3 HR HORIZONTAL ASSEMBLY. THE PROJECT IS BOUND BY JEFFERSON LN NE, NE 11TH STREET, NE SUNSET BLVD, AND NE 10TH ST. PROJECT TEAM OWNER: ARCHITECT: SURVEY: GEOTECHNICAL ENGINEER CIVIL ENGINEER: LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: MECHANICAL/PLUMBING ENGINEER: ELECTRICAL ENGINEER: BUILDING ENVELOPE: GENERAL CONTRACTOR: DEVCO, LLC HEARTLAND CONSTRUCTION 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 (425) 453-9551 CONTACT: TOM NEUBAUER TOM.NEUBAUER@HEARTLANDWA.COM TISCARENO ASSOCIATES 1200 SIXTH AVENUE, SUITE 605 SEATTLE, WA 98101 (206) 325-3356 CONTACT: BOB TISCARENO BOBT@TISCARENO.NET AXIS SURVEY AND MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL ZANE@AXISMAP.COM EARTH SOLUTIONS NW 15365 N.E. 90TH STREET, SUITE 100 REDMOND, WA 98052 (425) 449-4704 CONTACT: RAY COGLAS RAYC@ESNW.COM KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 (206) 622-5822 CONTACT: JEREMY FEBUS JEREMY.FEBUS@KPFF.COM TALASAEA CONSULTANTS 15020 BEAR CREEK RD. NE WOODINVILLE, WA 98077 (425) 861-7550 CONTACT: EVA PARKER EPARKER@TALASAEA.COM DCG 9706 4TH AVE NE, SUITE 300 SEATTLE, WA 98115 (206) 523-0024 CONTACT: MATTHEW C. SCHMITTER, PE, SE MATT@DCGENGR.COM HV ENGINEERING, INC. 6912 220TH ST SW, MOUNTLAKE TERRACE, WA 98043 (206) 706-9669 CONTACT: BRIAN W. ROETCISOENDER BRIAN@HVENGINEERING.BIZ 1. THE DRAWINGS ARE INTENDED TO ONLY PARTIALLY DESCRIBE THE SCOPE OF WORK FOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE, OR THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED AS PART OF THE WORK. 2. REFER TO THE LIST OF ABBREVIATIONS FOR COMMON ABBREVIATIONS USED IN THE DRAWINGS. IF AN ABBREVIATION IS NOT ON THE LIST, OR NOT COMMONLY USED, REFER TO THE ARCHITECT FOR CLARIFICATION. 3. IT IS THE INTENT OF THE DOCUMENTS THAT ALL WORK COMPLIES WITH THE ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES IN EFFECT AT THE DATE OF PERMIT SUBMITTAL. NOTHING IN THESE DRAWINGS SHALL BE CONSTRUED TO GRANT APPROVAL FOR ANY CODE VIOLATION. ANY ERRORS, OMISSIONS, OR NON-COMPLIANCE WITH GOVERNING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 4. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT DOCUMENTS RELATED TO THAT PORTION OF THE WORK, AS WELL AS OWNER-PROVIDED INFORMATION, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL OBSERVE ANY CONDITIONS AT THE SITE AFFECTING IT. ANY ERRORS, INCONSISTENCIES OR OMISSIONS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. 5. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED AT ONCE. 6. DIMENSIONS ARE SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY, B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS, C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS, D. FACE OF FRAMING AT INTERIOR FRAMED WALLS, E. CENTERLINE OF FRAMING GAP AT DOUBLE PLATE FRAMED PARTY WALLS, F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES, G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS, UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS. DIMENSIONS MARKED “CLR” OR “CLEAR” ARE CLEAR TO FINISH SURFACES. 7. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 8. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN CASE OF DISCREPANCY, REFER TO THE ARCHITECT FOR CLARIFICATION. 9. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS REQUIRED FOR ALL EQUIPMENT, APPLIANCES, FIXTURES, CABINETS, DUCTWORK, AND OPENINGS BEFORE FRAMING BEGINS. THE CONTRACTOR SHALL COORDINATE WITH THE SUBCONTRACTORS OF ALL TRADES TO VERIFY THE SIZES AND LOCATIONS OF OPENINGS THROUGH THE FLOORS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, AND EQUIPMENT. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF WOOD BACKING, BLOCKING, FURRING AND STRIPPING AS REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF WORK OF ALL TRADES. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS, INCLUDING, BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. WORK SHOWN ON THE DRAWINGS IS INTENDED TO ILLUSTRATE THE GENERAL DESIGN INTENT, SCOPE, AND LOCATION OF WORK. ALL WORK NOT SPECIFICALLY DRAWN, BUT REQUIRED FOR A COMPLETE, LEGAL, AND FUNCTIONING SYSTEM, SHALL BE PROVIDED AS PART OF THE WORK. 11. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WITH THE EXCEPTION OF THE MASTER USE PERMIT AND THE BUILDING PERMIT. 12. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR SHALL SCHEDULE PRE CONSTRUCTION MEETINGS WITH THE CITY OF RENTON, PUGET SOUND ENERGY, AND RENTON DEPARTMENT OF TRANSPORTATION. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR SITE DEVELOPMENT ACTIVITY, THE CONTRACTOR AND/OR ARCHITECT SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE PROJECT TEAM MEMBERS FOR THE PURPOSE OF ANSWERING INITIAL QUESTIONS, CLARIFYING AREAS OF CONCERN, AND FORMALIZING A CONSTRUCTION ADMINISTRATION PROCESS. THE MEETING(S) SHALL INCLUDE THE ARCHITECT, GENERAL CONTRACTOR, OWNER, LANDSCAPE ARCHITECT, STRUCTURAL ENGINEER, CIVIL ENGINEER, GEOTECHNICAL ENGINEER, AND WATER INTRUSION CONSULTANT. GENERAL NOTES VICINITY MAP PHASE 2 BLOCK A / BUILDING A PHASE 1 BLOCK B / BUILDING B A - NORTH A - SOUTHB - EAST B - WEST BLOCK C BLOCK D SOLERA MASTER PLAN THIS APPLICATION IS FOR BUILDING B ONLY LEGALLY REQUIRED STANDBY POWER EMERALD CITY ENGINEERS, INC. 21705 HIGHWAY 99 LYNNWOOD, WA 98036 (425)-741-1200 CONTACT: TYLER KEHRET TKEHRET@EMERALDCITYENG.COM OAC SERVICES, INC. 2200 1ST AVE S, SUITE 200 SEATTLE, WA 98134 (206) 378-2946 CONTACT: KERRY MAY KMAY@OACSVCS.COM HEARTLAND CONSTRUCTION 10900 NE 8TH STREET, SUITE 1200 BELLEVUE, WA 98004 (425) 453-9551 CONTACT: TOM NEUBAUER TOM.NEUBAUER@HEARTLANDWA.COM 504.4.1 STAIR ENCLOSURE PRESSURIZATION INCREASE FOR GROUP R-1, R-2, AND I-1 CONDITION 2 ASSISTED LIVING FACILITIES LICENSED UNDER CHAPTER 388-78A WAC AND RESIDENTIAL TREATMENT FACILITIES AS LICENSED BY WASHINGTON STATE UNDER CHAPTER 246-337 WAC LOCATED IN BUILDINGS OF TYPE VA CONSTRUCTION EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, THE MAXIMUM NUMBER OF STORIES PERMITTED IN SECTION 504.4 MAY BE INCREASED BY ONE PROVIDED THE INTERIOR EXIT STAIRWAYS AND RAMPS ARE PRESSURIZED IN ACCORDANCE WITH SECTIONS 909.6.3 AND 909.20. LEGALLY REQUIRED STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 909.11 AND 2702.2.16 FOR BUILDINGS CONSTRUCTED IN COMPLIANCE WITH THIS SECTION AND BE CONNECTED TO STAIRWAY SHAFT PRESSURIZATION EQUIPMENT, ELEVATORS AND LIFTS USED FOR ACCESSIBLE MEANS OF EGRESS (IF PROVIDED), ELEVATOR HOISTWAY PRESSURIZATION EQUIPMENT (IF PROVIDED) AND OTHER LIFE SAFETY EQUIPMENT AS DETERMINED BY THE AUTHORITY HAVING JURISDICTION. FOR THE PURPOSES OF THIS SECTION, LEGALLY REQUIRED STANDBY POWER SHALL COMPLY WITH 2017 NEC SECTION 701.12, OPTIONS (A), (B), (C), (D), (F), OR (G) OR SUBSEQUENT REVISED SECTION NUMBER(S). THE PROJECT PROPOSES TO PROVIDE LEGALLY REQUIRED STANDBY POWER BY METHOD (F) OR (G). SEE THE ELECTRICAL PLANS UNDER SEPARATE PERMIT FOR MORE INFORMATION.NE 11TH STUNIT MATRIX UNIT COUNT - TYPE A NUMBER NAME UNIT TYPE AREA QUANTITY LEVEL TYPE A 313W A1.1.C-A 1 BR 710 1 LEVEL B-3 Yes 316E A1.1.C-A 1 BR 709 1 LEVEL B-3 Yes 414W A1.1.C-A 1 BR 710 1 LEVEL B-4 Yes 427E A1.1.C-A 1 BR 705 1 LEVEL B-4 Yes 503E A1.1.C-A 1 BR 710 1 LEVEL B-5 Yes 520W A1.1.C-AS 1 BR 710 1 LEVEL B-5 Yes 714W A1.1.C-A 1 BR 710 1 LEVEL B-7 Yes 1 BR 7 307W B1.1.C-A 2 BR 1,030 1 LEVEL B-3 Yes 323E B1.1.C-A 2 BR 1,072 1 LEVEL B-3 Yes 425W B1.6.C-AS 2 BR 1,104 1 LEVEL B-4 Yes 431E B1.1.C-A 2 BR 1,030 1 LEVEL B-4 Yes 433E B10.2.C-A 2 BR 1,038 1 LEVEL B-4 Yes 507W B1.1.C-A 2 BR 1,030 1 LEVEL B-5 Yes 625W B1.6.C-A 2 BR 1,104 1 LEVEL B-6 Yes 2 BR 7 526E C1.1.C-AS 3 BR 1,152 1 LEVEL B-5 Yes 626E C1.1.C-A 3 BR 1,152 1 LEVEL B-6 Yes 3 BR 2 Grand total: 16 16 UNIT COUNT - TOTAL TYPE COUNT 1 BR 137 2 BR 124 3 BR 45 GFU 2B 6 GFU 3B 3 Grand Total 315 TYPE A UNITS REQUIRED: 1 BR 7 2 BR 7 3 BR 2 TOTAL 16 (5% OF 315) TYPE A UNITS PROVIDED: 16 UNIT COUNT - PODIUM TYPE COUNT 1 BR 3 2 BR 3 3 BR 3 GFU 2B 6 GFU 3B 3 Grand Total 18 UNIT COUNT - EAST TOWER TYPE COUNT 1 BR 58 2 BR 77 3 BR 23 Grand Total 158 UNIT COUNT - WEST TOWER TYPE COUNT 1 BR 76 2 BR 44 3 BR 19 Grand Total 139 1 EMERGENCY RESPONDER RADIO COVERAGE ALL AREAS OF THE BUILDING SHALL COMPLY WITH EMERGENCY RADIO COVERAGE ORIDINANCE. TESTING SHALL VERIFY BOTH INCOMING AND OUTGOING MINIMUM RADIO SIGNAL COVERAGE. IF INADEQAUTE, AN AMPLIFICATION SYSTEM SHALL BE INSTALLED. SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON FIRE AUTHORITY FOR THE INSTALLATION OF THE REQUIRED AMPLIFICATION EQUIPMENT SYSTEM. SEE RMC 4-5-070.C.44 1 1 1 ISSUANCE OF CIVIL CONSTRUCTION PERMIT C21-001020 OR EARLY CLEAR & GRADE PERMIT C21-003938 IS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE. ALL DRAINAGE FROM STRUCTURED PARKING AREAS TO BE ROUTED TO AN OIL/WATER SEPARATOR PRIOR TO DISCHARGE TO THE CITY'S SEWER SYSTEM. ALL ABOVE GROUND COURTYARD AND ROOF AREAS SHALL DRAIN TO THE PROPOSED SURFACE STORMWATER SYSTEM IN ACCORDANCE WITH THE APPROVED CIVIL, LANDSCAPING AND PLUMBING PLANS. DEFERRED SUBMITTALS: METAL CANOPIES METAL BOLT-ON BALCONIES 2 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/23/2021 12:02:14 PM SHEET INDEX GB001 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 GENERAL Sheet Number Sheet Name GB000 COVER SHEET GB001 SHEET INDEX GB002 LEGAL DESCRIPTION CIVIL - FOR REFERENCE ONLY Sheet Number Sheet Name C0.00 COVER SHEET C0.10 NOTES C0.11 NOTES C0.12 CONDITIONS OF APPROVAL C0.13 CONDITIONS OF APPROVAL C1.00 DEMOLITION PLAN C1.01 DEMOLITION PLAN C2.00 HORIZONTAL CONTROL PLAN BUILDING A C2.01 HORIZONTAL CONTROL PLAN BUILDING B C2.10 HORIZONTAL CONTROL PLAN C2.11 HORIZONTAL CONTROL PLAN C2.12 HORIZONTAL CONTROL PLAN C2.13 HORIZONTAL CONTROL PLAN C2.14 HORIZONTAL CONTROL PLAN C3.00 TESC PLAN C3.10 TESC DETAILS C3.11 TESC DETAILS C3.12 TESC DETAILS C4.00 GRADING PLAN OVERVIEW C4.10 GRADING PLAN - BLOCK C C4.11 GRADING PLAN - BLOCK D C4.12 GRADING PLAN C4.13 GRADING PLAN C4.14 GRADING PLAN C4.15 GRADING PLAN C4.16 GRADING PLAN C4.17 GRADING PLAN C4.18 GRADING PLAN C4.19 GRADING PLAN C4.20 GRADING PLAN C4.21 GRADING PLAN C4.22 GRADING PLAN C4.23 GRADING PLAN C4.24 GRADING PLAN C4.30 CURB RAMP AND DRIVEWAY DETAILS C4.31 CURB RAMP AND DRIVEWAY DETAILS C4.32 CURB RAMP AND DRIVEWAY DETAILS C4.33 CURB RAMP AND DRIVEWAY DETAILS C4.34 CURB RAMP AND DRIVEWAY DETAILS C4.35 CURB RAMP AND DRIVEWAY DETAILS C4.36 CURB RAMP AND DRIVEWAY DETAILS C5.00 ROAD AND STORM DRAINAGE OVERVIEW C5.10 GRADING AND STORM DRAINAGE JEFFERSON AVENUE NE PLAN AND PROFILE C5.11 GRADING AND STORM DRAINAGE JEFFERSON AVENUE NE PLAN AND PROFILE C5.12 GRADING AND STORM DRAINAGE JEFFERSON AVENUE NE PLAN AND PROFILE C5.13 GRADING AND STORM DRAINAGE NE 11TH STREET PLAN AND PROFILE C5.14 GRADING AND STORM DRAINAGE NE 11TH STREET PLAN AND PROFILE C5.15 GRADING AND STORM DRAINAGE NE SUNSET BOULEVARD PLAN AND PROFILE C5.16 GRADING AND STORM DRAINAGE NE SUNSET BOULEVARD PLAN AND PROFILE C5.17 GRADING AND STORM DRAINAGE SUNSET BOULEVARD PLAN AND PROFILE C5.18 GRADING AND STORM DRAINAGE HARRINGTON PLACE NE PLAN AND PROFILE C5.19 GRADING AND STORM DRAINAGE NE 12TH STREET PLAN AND PROFILE C5.20 GRADING AND STORM DRAINAGE KIRKLAND AVENUE NE PLAN AND PROFILE C5.30 STORM DRAINAGE PLAN C5.40 ROAD SECTIONS C5.41 ROAD SECTIONS C5.42 ROAD DETAILS C5.43 ROAD DETAILS C5.44 ROAD DETAILS C5.50 STORM DRAINAGE DETAILS C5.51 STORM DRAINAGE DETAILS C5.52 STORM DRAINAGE DETAILS C5.60 STORMWATER CHAMBER SYSTEM LAYOUT C5.61 STORMWATER CHAMBER SYSTEM DETAILS C5.62 STORMWATER CHAMBER SYSTEM DETAILS C6.00 COMPOSITE UTILITY PLAN C6.01 WATER AND SEWER PLAN OVERVIEW C6.02 FIRE PROTECTION PLAN C6.10 WATER AND SEWER JEFFERSON AVENUE NE PLAN AND PROFILE C6.11 WATER AND SEWER JEFFERSON AVENUE NE PLAN AND PROFILE C6.12 WATER AND SEWER JEFFERSON AVENUE NE PLAN AND PROFILE C6.13 WATER AND SEWER NE 11TH STREET PLAN AND PROFILE C6.14 WATER AND SEWER NE 11TH STREET PLAN AND PROFILE C6.15 HARRINGTON PL NE WATER AND SEWER PLAN AND PROFILE C6.16 WATER AND SEWER PLAN AND PROFILE C6.30 WATER AND SEWER DETAILS C6.31 WATER AND SEWER DETAILS C6.32 WATER AND SEWER DETAILS C6.33 WATER AND SEWER DETAILS C6.34 WATER AND SEWER DETAILS CODE Sheet Number Sheet Name CS010 ZONING CODE SUMMARY CS011 ZONING CODE SUMMARY CS012 ZONING CODE SUMMARY - CONDITIONS CS013 ZONING CODE SUMMARY - PARKING CS014 ZONING CODE DIAGRAMS - PEDESTRIAN ORIENTED FACADE & LOT COVERAGE CS015 ZONING CODE DIAGRAMS - FACADE MODULATION CS029 BUILDING CODE SUMMARY CS030 BUILDING CODE SUMMARY CS031 BUILDING CODE SUMMARY CS032 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS033 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS034 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS035 LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS036 LIFE SAFETY PLANS - EXITING PLANS CS037 LIFE SAFETY PLANS - EXITING PLANS CS038 LIFE SAFETY PLANS - EXITING PLANS CS039 LIFE SAFETY PLANS - EXITING PLANS CS040 ACCESSIBLE ROUTE PLANS CS041 ACCESSIBLE ROUTE PLANS CS042 ACCESSIBILITY - ROUTE DETAILS CS043 ACCESSIBILITY - ROUTE DETAILS CS044 ACCESSIBILITY - COMM PLUMBING LAYOUTS & HTS CS050 ENERGY CODE COMPLIANCE ELECTRICAL - FOR REFERENCE ONLY Sheet Number Sheet Name EB0.00 GENERAL NOTES, SHEET INDEX ABBREV. EB0.01 LEGEND, NOTES CONT. EB0.02 LUMINAIRE SCHEDULE EB1.00 SITE PLAN LIGHTING EB1.01 SITE PLAN PHOTOMETRICS EB2.00 LEVEL P1 LIGHTING EB2.01 LEVEL 1 LIGHTING EB2.02 LEVEL 2 LIGHTING/POWER EB2.03 LEVEL 3 LIGHTING/POWER EB2.04 LEVEL 4 LIGHTING/POWER EB2.05 LEVEL 5 LIGHTING/POWER EB2.06 LEVEL 6 LIGHTING/POWER EB2.07 LEVEL 7 LIGHTING/POWER EB2.08 ROOF LIGHTING/POWER LANDSCAPE - FOR REFERENCE ONLY Sheet Number Sheet Name LB1.0 PROPOSED SITE PLAN OVERVIEW & OPEN SPACE PLAN LB1.1 DETAIL OPEN SPACE PLAN LB1.2 PEDESTRIAN-ORIENTED SPACE PLAN & DETAILS LB1.3 FENCING PLAN LB2.0 TREE RETENTION PLAN LB2.1 TREE INVENTORY LB2.2 TREE RETENTION & REPLACEMENT PLAN LB3.0 LAYOUT AND MATERIALS PLAN LB3.1 LAYOUT AND MATERIALS PLAN LB4.0 PLANTING PLAN LB4.1 PLANTING PLAN LB4.2 PLANT SCHEDULE & NOTES LB5.0 PLANTING SPECIFICATIONS LB5.1 BIORETENTION SOIL SPECIFICATIONS & DETAILS LB6.0 DESIGN ELEMENTS & DETAILS LB6.1 DESIGN ELEMENTS & DETAILS LB6.2 DESIGN ELEMENTS & MATERIALS-COURTYARD LB6.3 DESIGN ELEMENTS & MATERIALS-COURTYARD LB7.0 IRRIGATION DETAILS INTERIORS - NOT IN BUILDING PERMIT SET MECHANICAL - NOT IN BUILDING PERMIT SET PLUMBING - NOT IN BUILDING PERMIT SET STRUCTURAL - FOR REFERENCE ONLY Sheet Number Sheet Name SB1 GENERAL NOTES SB1.1 GENERAL NOTES SB2S LEVEL P1 CONCRETE PLAN SB2N LEVEL P1 CONCRETE PLAN SB3S LEVEL L1 CONCRETE PLAN SB3N LEVEL L1 CONCRETE PLAN SB3.1S LEVEL L1 PT PLAN SB3.1 LEVEL L1 PT PLAN SB4S LEVEL L2 CONCRETE PLAN SB4N LEVEL L2 CONCRETE PLAN SB4.1S LEVEL L2 PT PLAN SB4.1N LEVEL L2 PT PLAN SB5S LEVEL L3 CONCRETE PLAN SB5N LEVEL L3 CONCRETE PLAN SB5.1S LEVEL L3 PT PLAN SB5.1N LEVEL L3 PT PLAN SB6E LEVEL L4 CONCRETE PLAN SB7 CONCRETE ELEVATIONS SB7.1 CONCRETE ELEVATIONS SB7.2 CONCRETE ELEVATIONS SB7.3 CONCRETE ELEVATIONS SB7.4 CONCRETE ELEVATIONS SB7.5 CONCRETE ELEVATIONS SB7.6 CONCRETE ELEVATIONS SB7.7 CONCRETE ELEVATIONS SB7.8 CONCRETE ELEVATIONS SB7.9 CONCRETE ELEVATIONS SB7.10 CONCRETE ELEVATIONS SB7.11 CONCRETE ELEVATIONS SB7.12 CONCRETE ELEVATIONS SB7.13 CONCRETE ELEVATIONS SB9E LEVEL 4 FLOOR FRAMING PLAN SB9.1E LEVEL 5 FLOOR FRAMING PLAN SB9.2E LEVEL 6 FLOOR FRAMING PLAN SB9.3E LEVEL 7 FLOOR FRAMING PLAN SB9.4E ROOF FRAMING PLAN SB10E LEVEL 3 SHEARWALL PLAN SB10.1E LEVEL 4 SHEARWALL PLAN SB10.2E LEVEL 5 SHEARWALL PLAN SB10.3E LEVEL 6 SHEARWALL PLAN SB10.4E LEVEL 7 SHEARWALL PLAN SB9W LEVEL 4 FRAMING PLAN SB9.1W LEVEL 5 FRAMING PLAN SB9.2W LEVEL 6 FRAMING PLAN SB9.3W LEVEL 7 FRAMING PLAN SB9.4W ROOF FRAMING PLAN SB10W LEVEL 3 SHEARWALL PLAN SB10.1W LEVEL 4 SHEARWALL PLAN SB10.2W LEVEL 5 SHEARWALL PLAN SB10.3W LEVEL 6 SHEARWALL PLAN SB10.4W LEVEL 7 SHEARWALL PLAN SB11 FOUNDATION DETAILS SB11.1 FOUNDATION DETAILS SB12 CONCRETE DETAILS SB12.1 CONCRETE DETAILS SB12.2 CONCRETE DETAILS SB12.3 CONCRETE DETAILS SB13 PT DETAILS SB14 FLOOR FRAMING DETAILS SB14.1 FLOOR FRAMING DETAILS SB15 ROOF FRAMING DETAILS SB15.1 ROOF FRAMING DETAILS SB16 SHEARWALL DETAILS SB17 MISC. DETAILS BUILDING ENVELOPE - FOR REFERENCE ONLY Sheet Number Sheet Name BEB0.00 COVER SHEET BEB0.01 GENERAL BUILDING ENCLOSURE NOTES BEB0.02 PRODUCT MATRIX BEB0.03 PRODUCT MATRIX BEB0.04 AIR BARRIER SECTIONS BEB0.05 AIR BARRIER DETAILS BEB0.06 AIR BARRIER DETAILS BEB1.00 ROOF PLAN BEB2.00 ELEVATIONS BEB2.01 ELEVATIONS BEB5.00 WINDOW WRAP SEQUENCE BEB5.01 WINDOW & DOOR DETAILS BEB5.02 WINDOW & DOOR DETAILS BEB5.03 WINDOW & DOOR DETAILS BEB5.04 EXTERIOR DETAILS BEB5.05 EXTERIOR DETAILS BEB5.06 EXTERIOR DETAILS BEB5.07 EXTERIOR DETAILS BEB6.00 ROOF DETAILS BEB6.01 ROOF DETAILS BEB6.02 ROOF DETAILS 1 1 1 1 ARCHITECTURAL - EAST TOWER Sheet Number Sheet Name AB000 SYMBOLS, ABBREVIATIONS, & TECHNOMS AB010 WALL ASSEMBLIES - COMBUSTIBLE AB012 EXTERIOR CLADDING & SIDING AB020 FLOOR, CEILING AND ROOF ASSEMBLIES AB030 FIRE TEST REPORTS AB031 FIRE TEST REPORTS AB1.00 SITE PLAN AB1.01 SITE PLAN - GRIDLINES AB2.3.0 LEVEL 3 FLOOR PLAN AB2.8R.0 ROOF PLAN AB2.E3.0 LEVEL 3 EAST FLOOR PLAN AB2.E3.1 LEVEL 3 EAST SECTOR PLAN - E1 AB2.E3.2 LEVEL 3 EAST SECTOR PLAN - E2 AB2.E3.3 LEVEL 3 EAST SECTOR PLAN - E3 AB2.E3.4 LEVEL 3 EAST SECTOR PLAN - E4 AB2.E4.0 LEVEL 4 EAST FLOOR PLAN AB2.E4.1 LEVEL 4 EAST SECTOR PLAN - E1 AB2.E4.2 LEVEL 4 EAST SECTOR PLAN - E2 AB2.E4.3 LEVEL 4 EAST SECTOR PLAN - E3 AB2.E4.4 LEVEL 4 EAST SECTOR PLAN - E4 AB2.E5.0 LEVEL 5 EAST FLOOR PLAN AB2.E5.1 LEVEL 5 EAST SECTOR PLAN - E1 AB2.E5.2 LEVEL 5 EAST SECTOR PLAN - E2 AB2.E5.3 LEVEL 5 EAST SECTOR PLAN - E3 AB2.E5.4 LEVEL 5 EAST SECTOR PLAN - E4 AB2.E6.0 LEVEL 6 EAST FLOOR PLAN AB2.E6.1 LEVEL 6 EAST SECTOR PLAN - E1 AB2.E6.2 LEVEL 6 EAST SECTOR PLAN - E2 AB2.E6.3 LEVEL 6 EAST SECTOR PLAN - E3 AB2.E6.4 LEVEL 6 EAST SECTOR PLAN - E4 AB2.E7.0 LEVEL 7 EAST FLOOR PLAN AB2.E7.1 LEVEL 7 EAST SECTOR PLAN - E1 AB2.E7.2 LEVEL 7 EAST SECTOR PLAN - E2 AB2.E7.3 LEVEL 7 EAST SECTOR PLAN - E3 AB2.E7.4 LEVEL 7 EAST SECTOR PLAN - E4 AB2.ER.0 ROOF LEVEL EAST FLOOR PLAN AB223N LEVEL 3 NORTH SLAB PLAN AB223S LEVEL 3 SOUTH SLAB PLAN AB224 LEVEL 4 SLAB PLAN AB260 PUBLIC RESTROOMS - AMENITY AB300 BUILDING ELEVATIONS AB301 BUILDING ELEVATIONS AB302 BUILDING ELEVATIONS AB303 BUILDING ELEVATIONS - COURTYARD AB310 COLORED BUILDING ELEVATIONS AB311 COLORED BUILDING ELEVATIONS AB312 COLORED BUILDING ELEVATIONS AB313 COLORED BUILDING ELEVATIONS - COURTYARD AB400 BUILDING SECTIONS AB401 BUILDING SECTIONS AB402 BUILDING SECTIONS AB410 WALL SECTIONS AB411 WALL SECTIONS AB412 WALL SECTIONS AB413 WALL SECTIONS AB414 WALL SECTIONS AB421 STAIR SECTIONS & ENLARGED PLANS AB422 STAIR SECTIONS & ENLARGED PLANS AB423 STAIR SECTIONS & ENLARGED PLANS AB424 STAIR SECTIONS & ENLARGED PLANS AB427 MISC STAIR SECTIONS & ENLARGED PLANS AB430 STAIR DETAILS AB440 ELEVATOR 1W+2W SECTIONS & ENLARGED PLANS AB441 ELEVATOR 1E+2E SECTIONS & ENLARGED PLANS AB450 ELEVATOR DETAILS AB460 TRASH CHUTE SECTIONS & ENLARGED PLANS AB461 TRASH CHUTE SECTIONS & ENLARGED PLANS AB550 UNIT COMPONENTS - KITCHEN AB551 UNIT COMPONENTS - BATH AB552 KITCHEN ELEVATIONS AB554 BATH ELEVATIONS AB555 BATH ELEVATIONS AB610 FIREPROOFING DETAILS AB611 FIREPROOFING DETAILS AB620 TYPE VA DETAILS AB660 MECHANICAL SCREEN & MISCELLANEOUS DETAILS AB700 DOOR SCHEDULE AB701 DOOR SCHEDULE AB710 WINDOW SCHEDULE AB800 SIDING DETAILS AB801 SIDING DETAILS ARCHITECTURAL - WEST TOWER Sheet Number Sheet Name AB000 SYMBOLS, ABBREVIATIONS, & TECHNOMS AB010 WALL ASSEMBLIES - COMBUSTIBLE AB012 EXTERIOR CLADDING & SIDING AB020 FLOOR, CEILING AND ROOF ASSEMBLIES AB030 FIRE TEST REPORTS AB031 FIRE TEST REPORTS AB1.00 SITE PLAN AB1.01 SITE PLAN - GRIDLINES AB2.3.0 LEVEL 3 FLOOR PLAN AB2.8R.0 ROOF PLAN AB2.W3.0 LEVEL 3 WEST FLOOR PLAN AB2.W3.1 LEVEL 3 WEST SECTOR PLAN - W1 AB2.W3.2 LEVEL 3 WEST SECTOR PLAN - W2 AB2.W3.3 LEVEL 3 WEST SECTOR PLAN - W3 AB2.W4.0 LEVEL 4 WEST FLOOR PLAN AB2.W4.1 LEVEL 4 WEST SECTOR PLAN - W1 AB2.W4.2 LEVEL 4 WEST SECTOR PLAN - W2 AB2.W4.3 LEVEL 4 WEST SECTOR PLAN - W3 AB2.W5.0 LEVEL 5 WEST FLOOR PLAN AB2.W5.1 LEVEL 5 WEST SECTOR PLAN - W1 AB2.W5.2 LEVEL 5 WEST SECTOR PLAN - W2 AB2.W5.3 LEVEL 5 WEST SECTOR PLAN - W3 AB2.W6.0 LEVEL 6 WEST FLOOR PLAN AB2.W6.1 LEVEL 6 WEST SECTOR PLAN - W1 AB2.W6.2 LEVEL 6 WEST SECTOR PLAN - W2 AB2.W6.3 LEVEL 6 WEST SECTOR PLAN - W3 AB2.W7.0 LEVEL 7 WEST FLOOR PLAN AB2.W7.1 LEVEL 7 WEST SECTOR PLAN - W1 AB2.W7.2 LEVEL 7 WEST SECTOR PLAN - W2 AB2.W7.3 LEVEL 7 WEST SECTOR PLAN - W3 AB2.WR.0 ROOF LEVEL WEST FLOOR PLAN AB223N LEVEL 3 NORTH SLAB PLAN AB223S LEVEL 3 SOUTH SLAB PLAN AB224 LEVEL 4 SLAB PLAN AB260 PUBLIC RESTROOMS - AMENITY AB300 BUILDING ELEVATIONS AB301 BUILDING ELEVATIONS AB302 BUILDING ELEVATIONS AB303 BUILDING ELEVATIONS - COURTYARD AB310 COLORED BUILDING ELEVATIONS AB311 COLORED BUILDING ELEVATIONS AB312 COLORED BUILDING ELEVATIONS AB313 COLORED BUILDING ELEVATIONS - COURTYARD AB400 BUILDING SECTIONS AB401 BUILDING SECTIONS AB402 BUILDING SECTIONS AB410 WALL SECTIONS AB411 WALL SECTIONS AB412 WALL SECTIONS AB413 WALL SECTIONS AB414 WALL SECTIONS AB421 STAIR SECTIONS & ENLARGED PLANS AB422 STAIR SECTIONS & ENLARGED PLANS AB423 STAIR SECTIONS & ENLARGED PLANS AB424 STAIR SECTIONS & ENLARGED PLANS AB427 MISC STAIR SECTIONS & ENLARGED PLANS AB430 STAIR DETAILS AB440 ELEVATOR 1W+2W SECTIONS & ENLARGED PLANS AB441 ELEVATOR 1E+2E SECTIONS & ENLARGED PLANS AB450 ELEVATOR DETAILS AB460 TRASH CHUTE SECTIONS & ENLARGED PLANS AB461 TRASH CHUTE SECTIONS & ENLARGED PLANS AB550 UNIT COMPONENTS - KITCHEN AB551 UNIT COMPONENTS - BATH AB552 KITCHEN ELEVATIONS AB554 BATH ELEVATIONS AB555 BATH ELEVATIONS AB610 FIREPROOFING DETAILS AB611 FIREPROOFING DETAILS AB620 TYPE VA DETAILS AB660 MECHANICAL SCREEN & MISCELLANEOUS DETAILS AB700 DOOR SCHEDULE AB701 DOOR SCHEDULE AB710 WINDOW SCHEDULE AB800 SIDING DETAILS AB801 SIDING DETAILS ARCHITECTURAL - PODIUM Sheet Number Sheet Name AB000 SYMBOLS, ABBREVIATIONS, & TECHNOMS AB011 WALL ASSEMBLIES - NON-COMBUSTIBLE AB012 EXTERIOR CLADDING & SIDING AB020 FLOOR, CEILING AND ROOF ASSEMBLIES AB030 FIRE TEST REPORTS AB031 FIRE TEST REPORTS AB1.00 SITE PLAN AB1.01 SITE PLAN - GRIDLINES AB2.0.0 LEVEL P1 FLOOR PLAN AB2.0N.0 LEVEL P1 NORTH FLOOR PLAN AB2.0S.0 LEVEL P1 SOUTH FLOOR PLAN AB2.1.0 LEVEL 1 FLOOR PLAN AB2.1N.0 LEVEL 1 NORTH FLOOR PLAN AB2.1N.1 LEVEL 1 AMENITY FLOOR PLAN AB2.1S.0 LEVEL 1 SOUTH FLOOR PLAN AB2.1W.1 LEVEL 1 WEST SECTOR PLAN - W1 AB2.1W.2 LEVEL 1 WEST SECTOR PLAN - W2 AB2.2.0 LEVEL 2 FLOOR PLAN AB2.2N.0 LEVEL 2 NORTH FLOOR PLAN AB2.2N.1 LEVEL 2 AMENITY FLOOR PLAN AB2.2S.0 LEVEL 2 SOUTH FLOOR PLAN AB2.2W.1 LEVEL 2 WEST SECTOR PLAN - W1 AB2.2W.2 LEVEL 2 WEST SECTOR PLAN - W2 AB2.2W.3 LEVEL 2 WEST SECTOR PLAN - W3 AB220N LEVEL P1 NORTH SLAB PLAN AB220S LEVEL P1 SOUTH SLAB PLAN AB221N LEVEL 1 NORTH SLAB PLAN AB221S LEVEL 1 SOUTH SLAB PLAN AB222N LEVEL 2 NORTH SLAB PLAN AB222S LEVEL 2 SOUTH SLAB PLAN AB240 LEVEL P1 CEILING INSULATION PLAN AB241 LEVEL 1 CEILING INSULATION PLAN AB242 LEVEL 2 CEILING INSULATION PLAN AB243 LEVEL 3 CEILING INSULATION PLAN AB261 PUBLIC RESTROOMS - COMMERCIAL AB300 BUILDING ELEVATIONS AB301 BUILDING ELEVATIONS AB302 BUILDING ELEVATIONS AB303 BUILDING ELEVATIONS - COURTYARD AB310 COLORED BUILDING ELEVATIONS AB311 COLORED BUILDING ELEVATIONS AB312 COLORED BUILDING ELEVATIONS AB313 COLORED BUILDING ELEVATIONS - COURTYARD AB400 BUILDING SECTIONS AB401 BUILDING SECTIONS AB402 BUILDING SECTIONS AB410 WALL SECTIONS AB411 WALL SECTIONS AB412 WALL SECTIONS AB413 WALL SECTIONS AB414 WALL SECTIONS AB425 MISC STAIR SECTIONS & ENLARGED PLANS AB426 MISC STAIR SECTIONS & ENLARGED PLANS AB430 STAIR DETAILS AB440 ELEVATOR 1W+2W SECTIONS & ENLARGED PLANS AB441 ELEVATOR 1E+2E SECTIONS & ENLARGED PLANS AB450 ELEVATOR DETAILS AB460 TRASH CHUTE SECTIONS & ENLARGED PLANS AB461 TRASH CHUTE SECTIONS & ENLARGED PLANS AB550 UNIT COMPONENTS - KITCHEN AB551 UNIT COMPONENTS - BATH AB552 KITCHEN ELEVATIONS AB554 BATH ELEVATIONS AB555 BATH ELEVATIONS AB600 TYPE IA DETAILS AB601 TYPE IA DETAILS AB700 DOOR SCHEDULE AB701 DOOR SCHEDULE AB710 WINDOW SCHEDULE AB730 STOREFRONT ELEVATIONS AB731 STOREFRONT ELEVATIONS AB732 STOREFRONT ELEVATIONS AB800 SIDING DETAILS AB801 SIDING DETAILS 2 2 2 2 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower 11 1 1 WEST TOWER BUILDING PERMIT SUBMITTAL EAST TOWERWEST TOWER BUILDING PERMIT SUBMITTAL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:37:31 AM LEGAL DESCRIPTION GB002 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:40:31 AM ZONING CODE SUMMARY CS010 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 Ordinance N0. 5964 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AMENDING SUBSECTION 4 3 100.B.1.b OF THE RENTON MUNICIPAL CODE, BY REVISING DESIGN DISTRICT APPLICABILITY REGULATIONS IN THE CITY’S URBAN DESIGN DISTRICTS B’ AND D,’ PROVIDING FOR SEVERABILITY, AND ESTABLISHING AN EFFECTIVE DATE. iv. District D’: All areas zoned Center Village CV), or Commercial Arterial CA), Commercial Neighborhood CN), or the Commercial Office ( CO) Zone, except for those properties included in the Automall District and used for small vehicle sales or asecondary use identified in RMC 4- 3- 040. C. 1, Uses Permitted in the Renton Automall District. 2. Conflicts: Where there are conflicts between the design requirements in subsection E of this Section and other sections of the Renton Municipal Code, the regulations of this Section shall prevail. Ordinance N0. 5952 4-3-100 Urban Design SUBSECTION 4 3 100 iv. District D’: All areas zoned Center Village CV), or Commercial Arterial CA), Commercial Neighborhood CN), Commercial Office CO) except for those properties included in the Automall District and used for small vehicle sales or a secondary use identified in RMC 4 3 040.C.1, Uses Permitted in the Renton Automall District. Ordinance N0. 5909 4-4-080 Parking d. Tandem Parking: Tandem parking is allowed for detached single family residential and townhouse developments. In the table under 'Use' - 'Detached dwelling and townhouses:' has been added ZONING ORDINANCES ADOPTED SINCE SOLERA'S VESTING DATE - AUGUST 2018 The street modification request seeks a modification from RMC 4-6-060F. 2 Minimum Design Standards for Public Streets and Alleys for the following modifications to streets within the master site plan and along its frontage: ( 1) Jefferson Ave/ Lane NE and NE 11th St – a Residential AccessStreet which requires a 53-foot right-of-way (ROW) with 26-foot paved roadway width, includingtwo ( 2) 10- foot travel lanes and one ( 1) 6-foot parking lane, 0.5-foot curb and gutter, 8-foot planter strip, and 5-foot sidewalk. Hearing Examiner, Dec. 11, 2018 The Applicant is proposing to provide on- street, parallel parking, separated from the vehicular traffic of NE Sunset Blvd by an 8-ft planter strip and 10-ft drive aisle in order to support the retail and commercial uses of the proposed mixed- use buildings along NE Sunset Blvd. APPROVED & PENDING CODE MODIFICATIONS Ordinance N0. 5899 Vested code prior to ordinance 5899: Garden style apartments are prohibited. Within the Center Village Zone, ground floor commercial development at a minimum of seventy five percent (75%) of the frontage of the building is for all residential projects on parcels abutting NE Sunset Boulevard east of Harrington Avenue NE. Design Regulations See Urban Design Regulations in RMC 4-3-100. Vehicular None Access 4-4-120A Pedestrian Access See Urban Design Regulations in RMC 4-3-100 CV 30% above maximum density or density allowed via conditional use permit 3. Maximum Bonus Units: The following table provides the maximum density that may be granted in applicable zones for conformance with affordable housing provisions: c. Affordable Unit Conditions: Affordable housing units shall be provided in a range of sizes and with features comparable to market-rate units. The low-income units shall be distributed throughout the development and have substantially the same functionality as the other units in the development. 4-9-065D BONUS ALLOWANCES... 1. Affordable Housing: One bonus market-rate dwelling unit may be granted for each affordable dwelling unit constructed on site, up to the maximum bonus density allowed pursuant to subsection D3 of this Section, Maximum Bonus Units. Affordable dwelling units shall conform to the following standards: Affordable Housing Incentives 4-2-120C.1 1. A density bonus may be granted for developments that satisfy the criteria and standards of RMC 4-9-065, Density Bonus Review. ADDITIONAL CONSIDERATIONS The Building Department may authorize the use of space designated and primarily used for recreation purposes for a portion of the required parking space provided the space conforms to the following conditions: Such parking areas shall be subject to all locational and developmental provisions of this Section; such portions of the recreation area to be used for parking shall be paved with a durable, dustless surface of a permanent nature; and such parking space may be credited only to space requirements of the principal use which it is intended to serve. K. MODIFICATIONS: 1. Special Provisions for Use of Paved Recreation Space for Parking:  Maximum driveway slope shall not exceed eight percent (8%). The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. To exceed fifteen percent (15%), a variance from the Administrator is required. 6. Driveway Grades – Maximum Based Upon Land Use: b. All Other Uses:  5. Driveway Angle – Minimum:  The angle between any driveway and the street roadway or curb line shall not be less than forty five degrees (45°). There shall be no more than one driveway for each one hundred sixty five feet (165') of street frontage serving any one property or among properties under unified ownership or control; for each one hundred sixty five feet (165') of additional street frontage another driveway may be permitted subject to the other requirements of this Section. 4. Maximum Number of Driveways Based Upon Land Use: b. All Other Uses: The width of any driveway shall not exceed thirty feet (30') exclusive of the radii of the returns or the taper section, the measurement being made parallel to the centerline of the street roadway. 3. Driveway Width Maximums Based Upon Land Use: c. All Other Uses:  iv. There shall be a minimum of eighteen feet (18') between driveway curb returns where there is more than one driveway on property under single ownership or control and used as one premises. iii. Driveways shall not be closer than five feet (5') to any property line (except as allowed under subsection I9 of this Section, Joint Use Driveways). ii. Driveway width (aggregate width if more than one driveway exists) shall not exceed forty percent (40%) of the street frontage. i. The location of ingress and egress driveways shall be subject to approval of the Department of Community and Economic Development under curb cut permit procedures. 2. Driveway Spacing Based Upon Land Use:b. All Other Uses: 4.Wheel Stops Required: Wheel stops shall be required on the periphery of the parking lot so the cars shall not protrude into the public right-of-way of the parking lot, or strike buildings. Wheel stops shall be two feet (2') from the end of the stall for head-in parking. iv. For attached dwellings, spaces within the dwelling units or on balconies do not count toward the bicycle parking requirement. However, designated bicycle parking spaces within individual garages can count toward the minimum requirement. iii. For in-building bike parking and limited access fenced areas, fixed structures for locking individual bikes, such as racks, must be provided within the facility. For fenced areas, the fence shall be either six feet (6') high, or be floor-to-ceiling. ii. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in-building parking, and limited access fenced areas with weather protection. i. Bicycle parking standards i through iv in subsection F11b of this Section shall apply to this subsection; and c. Bicycle Parking Standards:  The location of and access to bicycle parking areas for office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings shall be in accordance with the following standards: One-half (0.5) bicycle parking space per one dwelling unit. Spaces shall meet the requirements of subsection F11c of this Section, Bicycle Parking Standards. restoration, unless kept within an enclosed building. parked on a lot, including those vehicles under repair and Tandem parking is allowed. A maximum of 4 vehicles may be Bicycles 4-4-080F 11. Number of Bicycle Parking Spaces Required:townhouses: may be permitted for 1 bedroom or less dwelling units. Max Lot Coverage 4-2-120A 65% of total lot area or 75% if parking is provided within the building or within and on-site parking garage Floor Plates All of the CV Zone Uses restricted to 65,000 gross sq. ft. – increases up to: 40% or 26,000 gross sq. ft. Increases 4-2-120C.2 The following table indicates the maximum requested size/standard change that may be allowed by an Administrative Conditional Use Permit. Increases above these levels may not be achieved by a variance or the conditional use permit process. Maximum Net Residential Density (9)80 dwelling units per new acre (1,21) Density 4-2-120A Minimum Net Residential Density (9)20 delling units per net acre Airport Height Restriction 182 (COR map "(FAR) Part 77 - Airport Height Restrictions" (FAR is Federal Aviation Regulations) 4-2-120C.6 6. In no case shall building height exceed the maximum allowed by the Airport Related Height and Use Restrictions, for uses located within the Airport Influence Area and Safety Compatibility Zones designated under RMC 4-3-020. Structure Height 4-2-120A Vested height limit, Hearing Examiner Dec.11, 2018 The purpose of the conditional use permit is to exceed the maximum building height for the CV zone from 60-feet for buildings with a ground floor commercial use to a maximum of 75 -feet for Mixed Use Building A and a maximum of 85- feet for Mixed Use Building B (Exhibits 41 and 42). Minimum Lot Width/Depth N/A Lot Dimensions 4-2-120A Minimum Lot Site 25,000 sf DEVELOPMENT POTENTIAL Q. General Accessory Uses Accessory uses per RMC 4-2-050 and as defined in chapter 4-11 RMC, where not otherwise listed in Use Table (AC) L. Vehicle Related Activities Parking garage, structured, commercial, or public (P) K. Services Hotel (P); Motel (P); On-site services (P); Day care centers (P); Family day care (AC); J. Entertainment and Recreation Recreational facilities, indoor, new (P); I. Retail Eating and drinking establishments (P); Retail sales (P); H. Office and Conference Medical and dental offices (P112); Offices, general (P112) P112 condition limiting these uses does not apply on this site 6.a. Standalone Residential — Where Allowed: Standalone residential buildings are permitted: ii. in the CV zone where not abutting NE Sunset Blvd. east of Harrington Avenue NE; c.Timing of Development: A building permit shall not be issued for any standalone residential building(s) prior to the issuance of a building permit for any required standalone commercial or vertically mixed use building(s) and no certificate of occupancy shall be issued for any standalone residential building(s) prior to the issuance of a certificate of occupancy for any required standalone commercial or vertically mixed use building(s). (Ord. 5899, 11-19-2018) Uses normal and incidental to a building including, but not limited to, interior entrance areas, elevators, waiting/lobby areas, mechanical rooms, mail areas, garbage/recycling/compost storage areas, vehicle parking areas, and areas/facilities for the exclusive use of the residents are not considered commercial uses. 4-2-080 P6 Conditions b.Commercial Uses: Commercial uses in residential mixed-use developments are limited to retail sales, on-site services, eating and drinking establishments, taverns, daycares, preschools, indoor recreational facilities, pet daycares, craft distilleries/small wineries/micro-breweries with tasting rooms, general offices not located on the ground floor, and similar uses as determined by the Administrator. Permitted Uses 4-2-060 C. Residential Attached dwellings - Flats (P6); Attached dwellings - Townhouses (P6) Harrington Pl NE Not Defined Sunset Ln NE Not Defined NE 12th St Collector Street Shared Roadway Bikeway (no bike lane) Intersection radii 35' turning radius Pedestrian bulbs Required where on-street parking is located Center Median Center median allowed for boulevard treatment and center left turn lane. Width will be width of center left turn lane minus 1' from through traffic travel lanes on both sides. Pull-outs with a minimum 25' length required for maintenance and emergency vehicles within the median at intervals of 300 – 350' Lane Widths (9) 11' travel lanes, 5' bike lanes, and 12' center left turn lanes Paved roadway width, not including parking 5 lanes - 66' Bicycle facilities (7) All classifications of arterial will have Class I, Class II or Class III bicycle facility Parking Lanes Allowed at 8' Planting Strips 8' between curb and walk, both sides Sidewalks 8' on both sides ROW 5 lanes - 103' R.O.W. Designation NE Sunset Blvd Principal Arterial Caution Area Bikeway (no bike lane) Zoning Overlay 4-3-100 Urban Design District D Conflicts: Where there are conflicts between the design requirements in subsection E of this section and other sections of the Renton Municipal Code, the regulations of this Section shall prevail. Adjacent Zones CV (Center Village) Zone 4-2-010 CV (Center Village) - Commercial & Mixed Use (CMU) Comprehensive Plan ZONING OVERVIEW Lot Size 119,186 sf + 114,171 sf = 233,357 sf (Multifamily Lots) Parcel Numbers 7227801205, -1206, -1406, -1405, (Multifamily); 7227801235, -1785 (Townhomes) Address 2902 NE Sunset Blvd, Renton, WA 98056 SITE OVERVIEW Dumpster/Recycling Collection Area 4-2-120A Size and Location See RMC 4-4-090 Loading Dock 4-2-120A Location within Site See RMC 4-4-080. Shall not be permitted on the side of the lot adjacent to or abutting a lot zoned residential.(3) See RMC 4-4-090 Refuse or Recyclables Screening See RMC 4-4-095 Outdoor, Loading, Repair, Maintenance, Work, or Storage Areas; Surface-Mounted Utility and Mechanical Equipment; Roof Top Equipment (Except for Telecommunication Equipment) iii. Large-sized maturing trees: fifty feet (50') on center. ii. Medium-sized maturing trees: forty feet (40') on center; and i. Small-sized maturing trees: thirty feet (30') on center; c. Street trees shall be planted in the center of the planting strip between the curb and the sidewalk at the following intervals; provided, that, where right-of-way is constrained, irregular intervals and slight increases or decreases may be permitted or required. Additionally, trees shall be planted in locations that meet required spacing distances from facilities located in the right-of-way including, but not limited to, underground utilities, street lights, utility poles, traffic signs, fire hydrants, and driveways; such spacing standards are identified in the City’s Approved Tree List. Generally, the following spacing is required: b. Street trees shall have a minimum caliper of two inches (2"), and be planted pursuant to the standards promulgated by the City, which may require root barriers, structured soils, or other measures to help prevent tree roots from damaging infrastructure. a. Trees shall be selected from the City’s Approved Street Tree List based on the width of the planting strip and the presence or lack of overhead power lines; provided, the Administrator and City arborist shall each retain the right to reject any proposed cultivar regardless of whether or not the cultivar is on the City’s Approved Street Tree List. F.2. Street Trees and Landscaping Required Within the Right-of-Way on Public Streets: Minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover per subsection L2 of this Section shall be planted within planting strips pursuant to the following standards, provided there shall be a minimum of one street tree planted per lot. Landscaping RMC 4-4-070 F.1 Street Frontage Landscaping Required: Ten feet (10') of on-site landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways and those zones with building setbacks less than ten feet (10'). In those cases, ten feet (10') of landscaping shall be required where buildings are not located. Building Orientation See urban design regulations in RMC 4-3-100. Commercial and civic uses shall provide entry features on all sides of a building facing a public right-of-way or parking lot. Except for unit lot subdivisions, the front entry of residential only uses shall be oriented to a public street. Maxiumum Gross Floor Area of Any Single Office Use on a Site (2,9) None Building Limitations Maxiumum Gross Floor Area of Any Single Commercial Use on a Site None 4-11-030 Definitions C Clear Vision Area The area bounded by the street property lines of corner lots and a line joining points along said street lines twenty (20') from their point of intersection. Clear Vision Area In no case shall a structure over 42" in height intrude into the 20' clear vision area defined in RMC 4-11-030 Min Side Yard (18)None, except 15' if lot abuts or is adjacent to a lot zoned residential Min Rear Yard (18)None, except 15' if lot abuts a lot zoned residential Max Secondary Front Yard 20' Min Secondary Front Yard (14,18) 15'. The minimum may be reduced to 0' through site plan review process, provided blank walls are not located within the reduced setback Max Front Yard (18)20' (15) Setbacks 4-2-120A Min Front Yard (14,18)15'. The minimum may be reduced to 0' through site plan review process, provided blank walls are not located within the reduced setback A minimum of 2 per dwelling unit, however, 1 per dwelling unit may be permitted for 1 bedroom or less dwelling units. Tandem parking is allowed. A maximum of 4 vehicles may be parked on a lot, including those vehicles under repair and restoration, unless kept within an enclosed building. Detached dwellings and townhouses: A minimum and maximum of 2.5 per 1,000 square feet of net floor area, except wholesale retail sales, which is allowed a maximum of 5.0 per 1,000 square feet of net floor area if shared and/or structured parking is provided. Retail sales and wholesale retail sales: A minimum and maximum of 10 per 1,000 square feet of dining area. Eating and drinking establishments and taverns: A minimum of 2.0 per 1,000 square feet of net floor area and a maximum of 4.5 parking spaces per 1,000 square feet of net floor area. Offices, general: A minimum and maximum of 1 for each employee and 2 drop-off/pick-up spaces within 100 feet of the main entrance for every 25 clients of the program. Day care centers, adult day care (I and II): A minimum of 1 for each 4 dwelling units is required. A maximum of 1.75 per dwelling unit is allowed. Attached dwelling for low income: 1 per dwelling unit is required. A maximum of 1.75 per dwelling unit is allowed. d. Parking Spaces...Attached dwellings within all other zones: ii. When a development falls under more than one category, the parking standards for the most specific category shall apply, unless specifically stated otherwise. a. Interpretation of Standards – Minimum and Maximum Number of Spaces. i. When a maximum and a minimum range of required parking is listed in this Code, the developer or occupant is required to provide at least the number of spaces listed as the minimum requirement, and may not provide more than the maximum listed in this Code, unless exceptions are permitted as specified in this Section. 10. Number of Parking Spaces Required. The specified land use shall provide parking spaces as shown in the table in subsection F10d of this Section, except as provided in this Section: For one row and two (2) rows of ninety degree (90°) parking using the same aisle in a one way or two (2) way circulation pattern, the minimum width of the aisle shall be twenty four feet (24'). 4-4-080F 9. Aisle Width Standards:b. Ninety Degree (90°) Parking Aisle Width Minimums 3. Joint Use Parking Facilities a. When Permitted: Joint use of parking facilities may be authorized for those uses that have dissimilar peak-hour demands or when it can be demonstrated that the parking facilities to be shared are underutilized. (Amd. Ord. 5330, 12-10-2007) b. Agreement Required: A parking agreement ensuring that joint use parking is available for the duration of the uses shall be approved by the Community and Economic Development Administrator, following review by the City Attorney. Notice of termination of the agreement shall be provided to the Administrator and additional parking must be provided if the agreement is terminated, consistent with subsection F10 of this Section. (Ord. 5676, 12-3-2012; Ord. 5828, 12-12-2016) c. Maximum Distance to Joint Use Parking: i. Within the Center Downtown Zone: No distance requirements apply when both the use and joint use parking are located within the Center Downtown. ii. Within the UC Zone: Joint use parking shall be within seven hundred fifty feet (750') of the building or use if it is intended to serve residential uses, and within fifteen hundred feet (1,500') of the building or use if it is intended to serve nonresidential uses. (Ord. 5729, 10-20-2014) iii. All Other Zones: Joint use parking shall be within seven hundred fifty feet (750') of the building or use it is intended to serve. 4-4-080 PARKING, LOADING, AND DRIVEWAY REGULATIONS Over 1,000 20 spaces plus 1 space for every 100 spaces or fraction thereof over 1,000 501 - 1,000 2% of total spaces 401 - 500 9 301 - 400 8 201 - 300 7 Total Parking Spaces in Lot or Garage Minimum Required Number of Accessible Spaces NUMBER OF ACCESSIBLE PARKING SPACES g. Accessible Parking as Stipulated in the Americans with Disabilities Act (ADA): Accessible parking shall be provided per the requirements of the Washington State Barrier Free Standards as adopted by the City of Renton. f. Guest Parking: Required guest parking stalls shall be located in a common area accessible by guests. The area shall be set aside exclusively for guest parking. In mixed-used developments, the required guest parking shall be calculated using only the residential portion of the development. e. Special Reduced Length for Overhang: The Department of Community and Economic Development may permit the parking stall length to be reduced by two feet (2'), providing there is sufficient area to safely allow the overhang of a vehicle and that the area of vehicle overhang does not intrude into required landscaping areas. 4-4-080F iv. Maximum Number of Compact Spaces in the UC Zones: The maximum number of compact spaces shall not exceed fifty percent (50%). All other uses – not to exceed thirty percent (30%). Structured parking – not to exceed fifty percent (50%). Designated employee parking – not to exceed forty percent (40%). iii. Maximum Number of Compact Spaces Outside of the UC Zones: c. Compact Parking Stall Size and Maximum Number of Compact Spaces: ii. Stall Size – Structured Parking: A parking stall shall be a minimum of seven feet, six inches (7'6") in width. A parking stall shall be a minimum of twelve feet (12') in length, measured along both sides for stalls designed at less than forty five degrees (45°). A stall shall be a minimum of thirteen feet (13') in length, for stalls designed at forty five degrees (45°) or greater. ii. Minimum Width: A parking stall shall be a minimum of eight feet, four inches (8'4") in width. 4-4-080F b. Standard Parking Stall Size – Structured Parking: i. Minimum Length: A parking stall shall be a minimum of fifteen feet (15'). A stall shall be a minimum of sixteen feet (16') for stalls designed at forty five degrees (45°) or greater. Each parallel stall shall be twenty three feet by nine feet (23' x 9') in size. 4-4-080F 2. Maximum Parking Lot and Parking Structure Slopes: Maximum slopes for parking lots shall not exceed eight percent (8%) slope. The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. Mixed Use: Joint parking is required subject to RMC 4-4-080E3. Commercial Uses: Parking may not be located between the building and the public street unless located within a structured parking garage. Automobiles 4-4-120A Required Location Residential Uses: Required parking shall be located underground or under building (on the first floor of the structure), or in an attached or detached structure. Any additional parking may not be located between the building and public street unless located within a structured parking garage. PARKING REQUIREMENTS SOLERA - RENTON, RESIDENTIAL MIXED USE DEVELOPMENT STANDARDS 73. Reserved Vested code prior to ordinance 5899: Garden style apartments are prohibited. Within the Center Village Zone, ground floor commercial development at a minimum of seventy five percent (75%) of the frontage of the building is for all residential projects on parcels abutting NE Sunset Boulevard east of Harrington Avenue NE. CITY OF RENTON - ORDINANCE N0. 5899 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:40:38 AM ZONING CODE SUMMARY CS011 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 Standards: Districts C and D All of the following are required: 1. Developments located at district gateways shall be marked with visually prominent features (illustration below). 2. Gateway elements shall be oriented toward and scaled for both pedestrians and vehicles (illustration below). 3. Visual prominence shall be distinguished by two (2) or more of the following: a. Public art; b. Special landscape treatment; c. Open space/plaza; d. Landmark building form; e. Special paving, unique pedestrian scale lighting, or bollards; f. Prominent architectural features (trellis, arbor, pergola, or gazebo); g. Neighborhood or district entry identification (commercial signs do not qualify). Guidelines Development that occurs at gateways shall be distinguished with features that visually indicate to both pedestrians and vehicular traffic the uniqueness and prominence of their locations in the City. Examples of these types of features include monuments, public art, and public plazas. To distinguish gateways as primary entrances to districts or to the City, special design features and architectural elements at gateways should be provided. While gateways should be distinctive within the context of the district, they should also be compatible with the district in form and scale. Intent GATEWAYS Standards: Districts A, B, and D All of the following are required: 1. Service elements shall be located and designed to minimize the impacts on the pedestrian environment and adjacent and/or abutting uses. Service elements shall be concentrated and located where they are accessible to service vehicles and convenient for tenant use. 2. In addition to standard enclosure requirements, garbage, recycling collection, and utility areas shall be enclosed on all sides, include a roof and be screened around their perimeter by a wall or fence and have self-closing doors (illustration below). 3. Service enclosures shall be made of masonry, ornamental metal or wood, or some combination of the three (3). 4. If the service area is adjacent to a street, pathway, or pedestrian-oriented space, a landscaped planting strip, minimum three feet (3') wide, shall be located on three (3) sides of such facility. Guidelines Service elements shall be concentrated and located so that impacts to pedestrians and other abutting uses are minimized. The impacts of service elements shall be mitigated with landscaping and an enclosure with fencing that is made of quality materials. Service areas not adjacent to streets, pathways, or pedestrian-oriented spaces are encouraged to implement vegetative screening in addition to or as part of service enclosures. To reduce the potential negative impacts of service elements (i.e., waste receptacles, loading docks) by locating service and loading areas away from pedestrian areas, and screening them from view in high visibility areas.Intent SERVICE ELEMENT LOCATION AND DESIGN 73. Reserved Vested code prior to ordinance 5899: Garden style apartments are prohibited. Within the Center Village Zone, ground floor commercial development at a minimum of seventy five percent (75%) of the frontage of the building is for all residential projects on parcels abutting NE Sunset Boulevard east of Harrington Avenue NE. CITY OF RENTON - ORDINANCE N0. 5899 c. Cascade Area: Intersection of 116th Avenue S.E. and S.E. 168th Street. d. Northeast Fourth Area: Intersections with N.E. Fourth at: i. Duvall Avenue N.E.; ii. Monroe Avenue N.E.; and iii. Union Avenue N.E. e. Grady Area: Intersections with Grady Way at: i. Lind Avenue S.W.; ii. Rainier Avenue S.; iii. Shattuck Avenue S.; and iv. Talbot Road S. f. Puget Area: Intersection of S. Puget Drive and Benson Road S. g. Rainier Avenue Area: Intersections with Rainier Avenue S. at: i. Airport Way/Renton Avenue S.; ii. S. Second Street; iii. S. Third Street/S.W. Sunset Boulevard; iv. S. Fourth Street; and v. S. Seventh Street. h. North Renton Area: Intersections with Park Avenue N. at: i. N. Fourth Street; and ii. N. Fifth Street. i. Northeast Sunset Area: Intersections with N.E. Sunset Boulevard at: i. Duvall Avenue N.E.; and ii. Union Avenue N.E. All districts All of the following are required: 1. Public plazas shall be provided at intersections identified in the Commercial Arterial Zone Public Plaza Locations Map and as listed below. 2. The plaza shall measure no less than one thousand (1,000) square feet with a minimum dimension of twenty feet (20') on one side abutting the sidewalk. 3. The public plaza must be landscaped consistent with RMC 4-4-070, including at minimum street trees, decorative paving, pedestrian-scaled lighting, and seating. Vegetated low impact development facilities may be used in the plaza where feasible and designed consistent with the Surface Water Design Manual. Such facilities shall count towards no more than fifty percent (50%) of the plaza requirement. 4. Public plazas are to be provided at the following intersections: a. Benson Area: Benson Drive S./108th Avenue S.E. and S.E. 176th. b. Bronson Area: Intersections with Bronson Way North at: i. Factory Avenue N./Houser Way S.; ii. Garden Avenue N.; and iii. Park Avenue N. and N. First Street. iii. Private decks, balconies, and private ground floor open space. iv. Other required landscaping and sensitive area buffers without common access links, such as pedestrian trails. 2. All buildings and developments with over thirty thousand (30,000) square feet of nonresidential uses (excludes parking garage floorplate areas) shall provide pedestrian-oriented space. a. The pedestrian-oriented space shall be provided according to the following formula: 1% of the site area + 1% of the gross building area, at minimum. b. The pedestrian-oriented space shall include all of the following: i. Visual and pedestrian access (including barrier-free access) to the abutting structures from the public right-of-way or a nonvehicular courtyard; and ii. Paved walking surfaces of either concrete or approved unit paving; and iii. On-site or building-mounted lighting providing at least four (4) foot-candles (average) on the ground; and iv. At least three (3) lineal feet of seating area (bench, ledge, etc.) or one individual seat per sixty (60) square feet of plaza area or open space. c. The following areas shall not count as pedestrian-oriented space: i. The minimum required walkway. However, where walkways are widened or enhanced beyond minimum requirements, the area may count as pedestrian-oriented space if the Administrator determines such space meets the definition of pedestrian-oriented space. ii. Areas that abut landscaped parking lots, chain link fences, blank walls, and/or dumpsters or service areas. d. Outdoor storage (shopping carts, potting soil bags, firewood, etc.) is prohibited within pedestrianoriented space. 3. Open space substitution: see RMC 4-1-240. Standards: Districts A, C, and D All of the following are required: 1. All mixed use residential and attached housing developments of ten (10) or more dwelling units shall provide common open space and/or recreation areas. a. At minimum, fifty (50) square feet per unit shall be provided. b. The location, layout, and proposed type of common space or recreation area shall be subject to approval by the Administrator. c. Open space or recreation areas shall be located to provide sun and light exposure to the area and located so that they are aggregated to provide usable area(s) for residents. d. For projects with more than one hundred (100) dwelling units, vegetated low impact development facilities may be used in required or provided open space where feasible and designed consistent with the Surface Water Design Manual. Such facilities shall be counted towards no more than fifty percent (50%) of the required open space. e. At least one of the following shall be provided in each open space and/or recreation area (the Administrator may require more than one of the following elements for developments having more than one hundred (100) units): i. Courtyards, plazas, pea-patches, or multi-purpose open spaces; ii. Upper level common decks, patios, terraces, or roof gardens. Such spaces above the street level must feature views or amenities that are unique to the site and are provided as an asset to the development; iii. Pedestrian corridors dedicated to passive recreation and separate from the public street system; iv. Recreation facilities including, but not limited to, tennis/sports courts, swimming pools, exercise areas, game rooms, or other similar facilities; or v. Children’s play spaces that are centrally located near a majority of dwelling units and visible from surrounding units. They shall also be located away from hazardous areas such as garbage dumpsters, drainage facilities, and parking areas. f. The following shall not be counted toward the common open space or recreation area requirement: i. Required landscaping, driveways, parking, or other vehicular use areas. ii. Required yard setback areas. Except for areas that are developed as private or semi-private (from abutting or adjacent properties) courtyards, plazas or passive use areas containing landscaping and fencing sufficient to create a fully usable area accessible to all residents of the development (illustration below). Guidelines Developments located at street intersections should provide pedestrian-oriented space at the street corner to emphasize pedestrian activity (illustration below). Recreation and common open space areas are integral aspects of quality development that encourage pedestrians and users. These areas shall be provided in an amount that is adequate to be functional and usable; they shall also be landscaped and located so that they are appealing to users and pedestrians. Intent To ensure that areas for both passive and active recreation are available to residents, workers, and visitors and that these areas are of sufficient size for the intended activity and in convenient locations. To create usable and inviting open space that is accessible to the public; and to promote pedestrian activity on streets particularly at street corners. CITY OF RENTON - RECREATION AREAS AND COMMON OPEN SPACE Districts A, C, and D The following is required: At least one of the following elements shall be used to create varied and interesting roof profiles (illustration below): 1. Extended parapets; 2. Feature elements projecting above parapets; 3. Projected cornices; 4. Pitched or sloped roofs. 5. Roof-mounted mechanical equipment shall not be visible to pedestrians. 6. Buildings containing predominantly residential uses shall have pitched roofs with a minimum slope of one to four (1:4) and shall have dormers or interesting roof forms that break up the massiveness of an uninterrupted sloping roof. Guidelines Building roof lines shall be varied and include architectural elements to add visual interest to the building. To ensure that roof forms provide distinctive profiles and interest consistent with an urban project and contribute to the visual continuity of the district. Intent BUILDING ROOF LINES Districts B, C, and D 1. Any facade visible to the public shall be comprised of at least fifty percent (50%) transparent windows and/or doors for at least the portion of the ground floor facade that is between four feet (4') and eight feet (8') above ground (as measured on the true elevation). 2. Where windows or storefronts occur, they must principally contain clear glazing. Tinted, dark, and highly reflective (mirror-type) glass and film are prohibited. All of the following are required: 1. Human-scaled elements such as a lighting fixture, trellis, or other landscape feature shall be provided along the facade’s ground floor. 2. Upper portions of building facades shall have clear windows with visibility into and out of the building. However, screening may be applied to provide shade and energy efficiency. The minimum amount of light transmittance for windows shall be fifty percent (50%). 3. Display windows shall be designed for frequent change of merchandise, rather than permanent displays. Display racks and fixtures may not obscure more than fifty percent (50%) of the window space. 4. Window coverings, such as blinds and curtains, must be functional, they may not be affixed so that they cannot be open and/or closed. All of the following are prohibited: 1. Tinted and dark glass, highly reflective (mirror-type) glass and film. 2. Untreated blank walls visible from public streets, sidewalks, or interior pedestrian pathways. a. A wall (including building facades and retaining walls) is considered a blank wall if: i. It is a ground floor wall or portion of a ground floor wall over six feet (6') in height, has a horizontal length greater than fifteen feet (15'), and does not include a window, door, building modulation or other architectural detailing; or ii. Any portion of a ground floor wall has a surface area of four hundred (400) square feet or greater and does not include a window, door, building modulation or other architectural detailing. b. If blank walls are required or unavoidable, they shall be treated. The treatment shall be proportional to the wall and use one or more of the following (illustration below): i. A planting bed at least five feet (5') in width abutting the blank wall that contains trees, shrubs, evergreen ground cover, or vines; ii. Trellis or other vine supports with evergreen climbing vines; iii. Architectural detailing such as reveals, contrasting materials, or other special detailing that meets the intent of this standard; iv. Artwork, such as bas-relief sculpture, mural, or similar; or v. Seating area with special paving and seasonal planting. All districts STANDARDS Guidelines The use of material variations such as colors, brick, shingles, stucco, and horizontal wood siding is encouraged. The primary building entrance should be made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). Detail features should also be used, to include things such as decorative entry paving, street furniture (benches, etc.), and/or public art. To ensure that buildings are visually interesting and reinforce the intended human-scale character of the pedestrian environment; and ensure that all sides of a building within near or distant public view have visual interest. Intent GROUND LEVEL DETAILS Districts A and D Both of the following are required: 1. All building facades shall include modulation or articulation at intervals of no more than forty feet (40'). 2. Modulations shall be a minimum of two feet (2') deep, sixteen feet (16') in height, and eight feet (8') in width. 3. Buildings greater than one hundred sixty feet (160') in length shall provide a variety of modulations and articulations to reduce the apparent bulk and scale of the facade (illustration in District B, below); or provide an additional special feature such as a clock tower, courtyard, fountain, or public gathering area. Guidelines Building facades shall be modulated and/or articulated to reduce the apparent size of buildings, break up long blank walls, add visual interest, and enhance the character of the neighborhood. Articulation, To ensure that buildings are not bland and so that they appear to be at a human scale, as well as to ensure that all sides of a building which can be seen by the public are visually interesting.Intent BUILDING CHARACTER AND MASSING Intent To encourage building design that is unique and urban in character, comfortable on a human scale, and uses appropriate building materials that are suitable for the Pacific Northwest climate and to discourage franchise retail architecture. CITY OF RENTON - BUILDING ARCHITECTURAL DESIGN Districts A, C, and D The following is required: All buildings shall use material variations such as colors, brick or metal banding, patterns, or textural changes. All of the following are required: 1. All sides of buildings visible from a street, pathway, parking area, or open space shall be finished with the same building materials, detailing, and color scheme. A different treatment may be used if the materials are of the same quality. 2. All buildings shall use material variations such as colors, brick or metal banding, patterns or textural changes. 3. Materials, individually or in combination, shall have texture, pattern, and be detailed on all visible facades. 4. Materials shall be durable, high quality, and consistent with more traditional urban development, such as brick, integrally colored concrete masonry, pre-finished metal, stone, steel, glass and cast-in-place concrete. 5. If concrete is used, walls shall be enhanced by techniques such as texturing, reveals, and/or coloring with a concrete coating or admixture. 6. If concrete block walls are used, they shall be enhanced with integral color, textured blocks and colored mortar, decorative bond pattern and/or shall incorporate other masonry materials. All districts STANDARDS Guidelines Building materials are an important and integral part of the architectural design of a building that is attractive and of high quality. Material variation shall be used to create visual appeal and eliminate monotony of facades. This shall occur on all facades in a consistent manner. High quality materials shall be used. If materials like concrete or block walls are used they shall be enhanced to create variation and enhance their visual appeal. To ensure high standards of quality and effective maintenance over time and encourage the use of materials that reduce the visual bulk of large buildings, as well as to encourage the use of materials that add visual interest to the neighborhood. Intent BUILDING MATERIALS CITY OF RENTON URBAN DESIGN REGULATIONS Standards: Districts A, B, and D At least one of the following design elements shall be used to promote a transition to surrounding uses: 1. Building proportions, including step-backs on upper levels in accordance with the surrounding planned and existing land use forms; or 2. Building articulation to divide a larger architectural element into smaller increments; or 3. Roof lines, roof pitches, and roof shapes designed to reduce apparent bulk and transition with existing development. Additionally, the Administrator may require increased setbacks at the side or rear of a building in order to reduce the bulk and scale of larger buildings and/or so that sunlight reaches adjacent and/or abutting yards. Guidelines Careful siting and design treatment shall be used to achieve a compatible transition where new buildings differ from surrounding development in terms of building height, bulk and scale. To shape redevelopment projects so that the character and value of Renton’s long-established, existing neighborhoods are preserved. Intent TRANSITION TO SURROUNDING DEVELOPMENT Standards: Districts A, B, and D All of the following are required: 1. The primary entrance of each building shall be: a. Located on the facade facing a street, shall be prominent, visible from the street, connected by a walkway to the public sidewalk, and include human-scale elements; and b. Made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). 2. Building entries from a street shall be clearly marked with canopies, architectural elements, ornamental lighting, or landscaping and include weather protection at least four and one-half feet (4- 1/2') wide (illustration below). Buildings that are taller than thirty feet (30') in height shall also ensure that the weather protection is proportional to the distance above ground level. 3. Building entries from a parking lot shall be subordinate to those related to the street. 4. Features such as entries, lobbies, and display windows shall be oriented to a street or pedestrianoriented space; otherwise, screening or decorative features should be incorporated. 5. Multiple buildings on the same site shall direct views to building entries by providing a continuous network of pedestrian paths and open spaces that incorporate landscaping. 6. Ground floor residential units that are directly accessible from the street shall include: a. Entries from front yards to provide transition space from the street; or b. Entries from an open space such as a courtyard or garden that is accessible from the street. Guidelines Primary entries shall face the street, serve as a focal point, and allow space for social interaction. All entries shall include features that make them easily identifiable while reflecting the architectural character of the building. The primary entry shall be the most visually prominent entry. Pedestrian access to the building from the sidewalk, parking lots, and/or other areas shall be provided and shall enhance the overall quality of the pedestrian experience on the site. To make building entrances convenient to locate and easy to access, and ensure that building entries further the pedestrian nature of the fronting sidewalk and the urban character of the district. Intent BUILDING ENTRIES Standards: Districts A, B, and D All of the following are required: 1. The availability of natural light (both direct and reflected) and direct sun exposure to nearby buildings and open space (except parking areas) shall be considered when siting structures. 2. Buildings shall be oriented to the street with clear connections to the sidewalk. 3. The front entry of a building shall be oriented to the street or a landscaped pedestrian-only courtyard. 4. Buildings with residential uses located at the street level shall be: a. Set back from the sidewalk a minimum of ten feet (10') and feature substantial landscaping between the sidewalk and the building (illustration below); or b. Have the ground floor residential uses raised above street level for residents’ privacy. 5. Office buildings shall have pedestrian-oriented facades. In limited circumstances the Administrator may allow facades that do not feature a pedestrian orientation; if so, substantial landscaping between the sidewalk and building shall be provided. Such landscaping shall be at least thirty feet (30') in width as measured from the sidewalk. 6. Residential and mixed-use buildings containing street-level residential uses and single-purpose residential buildings shall be: a. Set back from the sidewalk a minimum of ten feet (10') and feature substantial landscaping between the sidewalk and the building (illustration below); or b. Have the ground floor residential uses raised above street level for residents’ privacy. Guidelines Developments shall enhance the mutual relationship of buildings with each other, as well as with the roads, open space, and pedestrian amenities while working to create a pedestrian oriented environment. Lots shall be configured to encourage variety and so that natural light is available to buildings and open space. The privacy of individuals in residential uses shall be provided for. To ensure visibility of businesses and to establish active, lively uses along sidewalks and pedestrian pathways. To organize buildings for pedestrian use and so that natural light is available to other structures and open space. To ensure an appropriate transition between buildings, parking areas, and other land uses; and increase privacy for residential uses. Intent BUILDING LOCATION AND ORIENTATION Intent To ensure that buildings are located in relation to streets and other buildings so that theVision of the City of Renton can be realized for a high-density urban environment; so that businesses enjoy visibility from public rights-of-way; and to encourage pedestrian activity. CITY OF RENTON - SITE DESIGN AND BUILDING LOCATION NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION COMPLIANCE 1. The Applicant shall comply with all conditions of approval from the LUA18-000490 Solera Master Plan decision issued December 11, 2018 and reconsideration issued January 30, 2019 with the exception of the following conditions that are either removed due to their inapplicability based on the modified master site plan or as modified: a. The following conditions are no longer applicable and removed from the master plan decision: Conditions 3,4,7, 20, 21, and 25. b. [N/A PHASE 2] c. [N/A PHASE 2] d. The Applicant shall complete the project phases in the sequence of the updated phasing plan as provided in Exhibit 15. If market rate and affordable units are not distributed as identified in the Standstill Agreement, but are instead one (1) standalone market rate block and one (1) standalone affordable block, then the standalone market rate block shall be Phase 1. Construction of Phase 2 may proceed concurrently with Phase 1. [...] e. [N/A PHASE 2] 2. [...] provide at least one ground floor commercial space in each of Block A and B with grease traps and ventilation shafts for a commercial kitchen hood/exhaust; central plumbing line; and ADA compliant bathrooms shall be provided for all commercial ground floor space which may be provided through the use of common facilities. [...] 3. The Applicant shall submit a detailed landscaping plan per the submittal requirements set forth in RMC 4-8-120D.12 and that meets the applicable landscaping standards set forth in RMC 4-4-070 [...] The detailed landscaping plan shall incorporate street frontage landscaping 10-feet in width along Jefferson Lane NE abutting the two-story townhomes on Block B where it is shown deficient on the conceptual landscaping plan [...] 4. The Applicant shall provide a tree replacement exhibit as a component of the detailed landscape plan [...] 5. The Applicant shall submit a Transportation Demand Management Plan [...] The plan shall guarantee a minimum of one (1) parking space for each unit in Blocks A and B via an assigned and numbered space. Remaining spaces may be allocated to residents that have an additional vehicle and for guest parking. The Applicant shall ensure that residents have an assigned parking space for every vehicle intended to be kept onsite via specific language in the resident rental agreement. [...] 6. The Applicant shall submit bicycle parking plans for Block A and Block B with their respective building permit applications. The plans shall identify the correct number of required bicycle parking spaces and provide graphic and narrative details of how the parking meet the storage, security, and space standards of RMC 4-4-080F.11.a and b. [...] 7. The Applicant shall submit a revised fencing plan [...] that provides material details, height, and location of fencing on the master site plan. [...] 8. The Applicant shall submit material and exterior finish details for the retaining wall and four (4) foot guard rails [...] 9. The Applicant shall submit revised south elevations for Block B for the façade not obscured by the Shell fuel facility [...] The elevations shall provide entry and facade features for the daycare and office entry that are identifiable and that are similar in architectural character as other entrances and ground level facades on Blocks A and B. [...] 10. The Applicant shall widen the pedestrian pathway from the NE 10th sidewalk to the daycare entrance to a minimum of five (5) feet in width [...] 11. The Applicant shall submit detail sheets and quantities of all street and open space furniture including but not limited to planters, benches, group seating, refuse and recycling, bike racks, pergolas, and outdoor recreation equipment. [...] 12. The Applicant shall submit graphic verification that weather protection for Blocks A and B extend a at least 4.5 feet from the buildings along 75-percent of the facades facing the street and/or a narrative of how the proposed weather protection meets the intent and guidelines of the Pedestrian Environment section of the Urban Design Regulations [...] 13. The Applicant shall submit a pedestrian oriented space exhibit as a component of the detailed landscaping plan [...] The exhibit shall provide paving details for plazas and other onsite pedestrian areas [...] The exhibit shall also provide photometric lighting calculations for pedestrian oriented spaces [...] 14. The Applicant shall submit revised elevation plans with the building permit applications that replaces the blank walls located on [...] the NE 11th St frontage for Block B with glazing or other architectural detailing or provide justification of a required or unavoidable blank wall with treatment as approved by the Current Planning Project Manager. [...] 15. The Applicant shall submit a revised lighting plan with the building permit application for Block A and Block B that includes detail sheets of all light fixtures and their supports. [...] 16. The Applicant shall submit a rooftop equipment exhibit with the elevation plans associated [...] The exhibit shall provide cross section details and identify proposed rooftop screening that is integral and complementary to architecture of the buildings. The exhibit shall be reviewed and approved by the Current Planning Project Manager. 17. The Applicant shall submit a surface mounted utility plan that includes cross-section details [...] The Applicant shall work with franchise utilities to ensure, as practical, utility boxes are located out of public ROW view, active common open spaces, and they shall not displace required landscaping areas. The plan shall provide and identify screening measures consistent with the overall design of the development. [...] 18. The Applicant shall submit revised site and floor plans with the building permit applications for Block A and B that detail marked loading and delivery areas that do not conflict with parking and pedestrian areas for each block. [...] 19. The Applicant shall submit a revised Traffic Impact Analysis (TIA) [...] that provides analysis of the northbound and southbound I-405/Sunset Blvd ramp terminal intersections. The revised TIA shall also provide a correction to the total number of units in Blocks A and B and correction to the total square footage of retail space. [...] 20. The applicant shall coordinate with City staff regarding the circulation pattern of the NE Sunset Blvd frontage road abutting the angled parking during review of the civil construction permit. [...] 21. Any changes to the approved project require a major modification or a minor modification. The following determines whether a proposed change will be reviewed as a major modification or a minor modification: a. Proposed project changes will be reviewed as a major modification (in other words, as a new application) unless they meet the scope for a minor modification, below. b. Proposed project changes will be reviewed as a minor modification by administrative determination, if the proposed changes do not: • i. Involve more than a ten percent (10%) increase or decrease in any measurable aspect of the approved plan such as, but not limited to, area, scale, building height, density, commercial area, amenities, public or private open space, landscaping, parking spaces, building materials (e.g., glazing) etc.; • ii. Have a substantially greater impact on the environment and/or public facilities than the approved plan; • iii. Change the boundaries of the originally approved plan; and • iv. Substantially alter a key feature of the approved plan. 22. The Applicant shall receive preliminary approval of any necessary street vacation(s) from City Council [...] Final approval of the street vacation(s) shall be completed prior to plat recording. 23. All road names shall be approved by the City. 24. Sanitary sewers shall be provided by the developer at no cost to the City and designed in accordance with City standards. Side sewer lines shall be installed eight feet (8') into each lot if sanitary sewer mains are available, or provided with the subdivision development. 25. Concrete permanent control monuments shall be established at each and every controlling corner of the subdivision. [...] All other lot corners shall be marked per the City surveying standards. The subdivider shall install all street name signs necessary in the subdivision. 26. All utilities designed to serve the subdivision shall be placed underground. Any utilities installed in the parking strip shall be placed in such a manner and depth to permit the planting of trees. [...] 27. Any cable TV conduits shall be undergrounded at the same time as other basic utilities are installed to serve each lot. [...] Conduit ends shall be elbowed to final ground elevation and capped. [...] 28. All lot corners at intersections of dedicated public rights-of-way, except alleys, shall have minimum radius of fifteen feet (15'). Condition language below has been abbreviated. Removals have been noted with [...] For full language of conditions, see: FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION LUA20-000305, SA-M, PP, SA-H, MOD Issued February 18, 2021, and REVISED FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION, LUA20-000305, SA-M, PP, SA-H, MOD Revised March 14,2021 * - Condition to be reviewed and approved prior to permit issuance 1. See conditions from 12/11/2018, 1/30/2019, this sheet. 1.a. See conditions from 12/11/2018, this sheet. 1.d. Phase 2 is Affordable only. 2. * See Grease Trap location on Civil Plans, Restroom location on AB 2.1.0, AB2.1S.0, AB2.2.0, AB2.2N.0 3. * See Landscape sheets. 4. * See Landscape sheets. 5. *See Civil sheets and AB2.0.0, AB2.1.0, AB2.2.0 for parking plans. Summary on CS013. The TDM is not part of the building permit set. 6. * See sheet CS013 for summary, typ. bike rooms plan.See Landscape sheets for outdoor bike parking. 7. * See Landscape sheets. 8. * See Landscape sheets. 9. See sheet AB302 10. See sheet Civil sheet and AB2.1.0, AB2.1S.0 11. See Landscape sheets. 12. See sheet CS014 13. * See Landscape sheets. 14. * See sheet AB301 15. * See Landscape and Electrical sheets 16. To be submitted with the tower Buiding Permits 17. * See Civil and Landscape sheets. 18. * See sheet CS012 19. See traffic report under separate cover 20. See Civil sheets 21. Agreed. 21.a. Agreed. 21.b. Agreed. 22. See Civil sheets. 23. See Civil sheets. 24. See Civil sheets. 25. See Civil sheets. 26. See Civil sheets. 27. See Civil sheets. 28. See Civil sheets. CONDITION from DECISION 2/18/2021 AND 3/14/2021 1. The Applicant shall submit revised plans with the administrative site plan review application for Block B that ensures any proposed amenity space is temporary in nature and not credited to the open space requirement under Urban Design Regulations District D. The Applicant shall construct the space to commercial standards identified in FOF 26 Conditional Use Analysis. [...] 2. The Applicant shall record a covenant on the underlying properties within the plat requiring that any future division of the lots or increases to density must be consistent with the maximum density requirements as measured within the master site plan as a whole. The Applicant shall submit a draft of the covenant with the final plat application for review and approval by the Current Planning Project Manager prior to recording with the King County Recorder’ s Office. 3. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 4. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 5. [N/A PHASE 2] 6. The Applicant shall submit building coverage calculations with an exhibit graphic that identifies compliance with the 75- percent lot coverage limitation for each parent site and mixed- use lot with each Administrative site plan review application. [...] 7. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 8. [N/A PHASE 2] 9. The Applicant shall submit revised floor plans with the Administrative site plan review application for Building ‘ B’ that limits residential entries to the NE 11th St frontage. [...] 10. The Applicant shall submit a cohesive sign package for the master plan site with the initial administrative site plan review application. [...] 11. The Applicant shall submit a revised master plan prior to the first Administrative site plan review application or construction permit application, whichever occurs first, that clearly indicates the amount of common open space meeting the standards of RMC 4-2.115E. 2 and RMC 4-3-100E.4 or where applicable RMC 4-1-240B.3, if approved. A fee-in-lieu shall be paid prior to the issuance of the civil construction permit. [...] 12. [N/A PHASE 2] 13. [N/A PHASE 2] 14. The Applicant shall provide implementation procedures for each of the mitigation measures identified in Attachment B of the Sunset Area Planned Action Ordinance #5813 or provide a written narrative of how the particular measure is not applicable to the project. [...] 15. The Applicant shall submit a minor modification application to remove the Piha site from the Renton Sunset Terrace Redevelopment Master Plan ( LUA14 - 001475). [...] 16. [N/A PHASE 2] 17. The Applicant shall coordinate with King County Metro Transit for RapidRide improvements at bus stop # 45145 on NE Sunset Blvd. Those improvements include, but are not limited to, shelter footings at the bus stop and conduit to support RapidRide signage and lighting. [...] 18. [SEE REVISED CONDITION 1.d. from DECISION 2/18/2021] 19. [N/A PHASE 2] 20. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 21. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 22. [SEE CONDITION 22 from DECISION 2/18/2021] 23. The Applicant shall provide modulations (both vertical and horizontal) on Mixed Use Buildings A and B beyond what is required by Design District D regulations. The exterior cladding and articulation on each building shall be a diverse mix of high quality materials that is commensurate to the overall size and scale of the building. The buildings shall incorporate upper story setbacks, roof extension features, extended feature elements on the buildings’ corners abutting NE 11th St and NE Sunset Blvd, or other articulation beyond what is already required in the Urban Design District ‘ D’ Regulations. These modulation and articulation features shall be shown on colored elevation sheets and represented on three-dimensional renderings [...] 24. 24. The Applicant shall provide one (1) of the following ground level treatments to Mixed Use Buildings A and B along NE Sunset Blvd: (1) the floor to finished ceiling height shall be a minimum of 18-feet; or (2) the floor to finished ceiling height shall be a minimum of 15-feet and the residential portion of the buildings (wood construction) on top of the concrete podium be setback a minimum of 15- feet. [...] 25. [REMOVED PER CONDITION 1.a. from DECISION 2/18/2021] 26. The Applicant shall submit revised utility plans with the civil construction permit that provides a concrete tabled intersection at Jefferson Ave NE and NE 11th St. The revised utility plan shall be reviewed and approved by the Current Planning Project Manager prior to civil construction permit issuance. 27. [SEE CONDITION 23 from DECISION 2/18/2021] 28. [SEE CONDITION 24 from DECISION 2/18/2021] 29. [SEE CONDITION 25 from DECISION 2/18/2021] 30. [SEE CONDITION 26 from DECISION 2/18/2021] 31. [SEE CONDITION 27 from DECISION 2/18/2021] 32. [SEE CONDITION 28 from DECISION 2/18/2021] 33. Individual final plats for all phases of the subdivision shall be submitted within five (5) years from the date of preliminary plat approval. Extension(s) of the preliminary plat approval may be considered via RMC 4-7-080(L)(1) and (2). 34. The installation of public infrastructure associated with Phase I of the Solera Master Plan (Exhibit 12) and identified in RMC 4-7-100 shall be completed prior to final plat approval of the initial phase unless the Administrator approves a discretionary deferral of plat improvements subject to RMC 4-9-060. COMPLIANCE CONDITION from DECISION 12/11/2018 and RECONSIDERATION 01/30/2019 Condition language below has been abbreviated. Removals have been noted with [...] For full language of conditions, see: FINDING OF FACT, CONCLUSIONS OF LAW AND FINAL DECISION LUA18-000490, SA-M, PP, CU-H, MOD Issued December 11, 2018, and DECISION UPON RECONSIDERAION LUA18-000490, SA-M, PP, CU-H, MOD issued January 30, 2019 2. Agreed. 6. See sheet MP-02.1 of P_Architectural_210507_v1, dated 05/05/2021 for LUA20-000305 Master Site Plan Minor Modification. 10. See P_Signage_201119 _v1, dated November 2020 for LUA20-000305 Master Site Plan Major Modification. 11. See sheet L1.0 of P_Landscape_202100_v2, dated 10/21/2020 for LUA20-000305 Master Site Plan Major Modification. 14. See Implementation measures in CM_Const_Mitigation_ 201216_v1 document on record for LUA20-000305. 15. Agreed. 17. See Civil sheets. 23. See sheet CS015 24. See sheets AB400, CS015, floor-to-floor height is 23' - 6" 26. See Civil sheets. 33. Agreed. 34. Agreed. 1. The applicant shall comply with all conditions of approval from the Solera Master Plan Modification to Master Plan, Site Plan and Preliminary Plan, and Street Modification Hearing Examiner’ s decision dated March 14, 2021. 2. The applicant shall submit a glazing calculation exhibit for Block A and Block B with the building permit applications. The exhibit shall provide a comparison of glazing for each building from the approved master plan/ site plan review and the modification. Any deficits in the glazing calculation shall be corrected to meet the 10% modification criterion. The glazing calculation exhibit shall be reviewed and approved by the Current Planning Project Manager prior to permit issuance. 3 The applicant shall revise the roof profiles on Blocks A and B with the building permit applications to incorporate the quantity and pitch of the butterfly and shed roofs that is comparable to what was shown in the approved major modification/ site plan review decision. Additional roof profiles and further refinement of the butterfly/ shed roof profiles would also be considered by the Current Planning Project Manager if those profiles provide the visual interest and bulk reduction as shown on the approved plan and is consistent with the Conditional Use Permit analysis and decision that granted the additional height allowance in the initial master plan decision ( Exhibit 3). The revised roof profiles shall be reviewed and approved prior to permit issuance. 4. The applicant shall revise Block A and Block B Elevations with the building permit application that incorporates a greater contrasting color palette with articulation features comparable to what was shown in the approved major modification/ site plan review decision. Additional colors and further refinement of the articulation, exterior cladding, and material changes would also be considered by the Current Planning Project Manager if those changes provide the visual interest and bulk reduction as shown on the approved plan and is consistent with the Conditional Use Permit analysis and decision that granted the additional height allowance in the initial master plan decision ( Exhibit 3). The revised elevation shall be reviewed and approved by the Current Planning Project Manager prior to permit issuance. COMPLIANCE CONDITION from DECISION 08/19/2021 Condition language below has been abbreviated. Removals have been noted with [...] For full language of conditions, see: ADMINISTRATIVE MODIFICATION REPORT & DECISION LUA20-000333, MOD Issued August 19, 2021 1. See conditions from 3/14/2021, this sheet. 2. The Major Modification showed 40,290 SF of street facing glazing, and the current design shows 36,236 SF for a 10%reduction. The main reason for this reduction is lowering the floor to floor height of levels 3, 4, and 5, and therefor shortening the windows. Additional reduction was from adding the basketball court and removing storefront on the north facade, and removing the pool area and replacing it with units which allows less glazing area. 3. The slope for the shed and butterfly roofs is 1 1/2" / 12", which is the same slope as shown in the Major Modification. The Major Modification showed 5 butterfly roofs, and 10 shed roofs. The current design shows 8 butterfly roofs and 8 shed roofs. The ratio has changed due to the change in unit mix when Block B switched to all market rate. While the ratio has changed, the total number and area of sloped roofs has increased. The roof profile appears shorter because the parapets adjacent to the shed roofs are taller than was previously shown to ensure contractibility and proper roof drainage. The shed and butterfly roofs cannot be raised above the adjacent parapets due to the limited building height per IBC. See AB300, AB301, AB302 4. Based on the staff comment it is inferred that the issue with the color palette is largely the change from the darker Iron Gray FCP-3 from the Major Modification to the lighter Night Gray FCP-3 in the Minor Modification. Color for FCP-3 has been changed back to Iron Gray. See Finish Schedule on Sheet AB300. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:08:34 PM ZONING CODE SUMMARY - CONDITIONS CS012 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower 1 2 WEST TOWER BUILDING PERMIT SUBMITTAL 4848352350UP 15" SPACING 9" STAGGERED42" - 46"LOWER RACK77" TOP HOLE OFTOP RACK85" TOP HOLE OFResidential Parking - Block B Residential Parking Day Care Staff Bicycle Parking Residential 10 prkg stalls10 (see note 11) 315 Units Commercial - Block B Retail Eating & Drinking Establishements Affordable Res. Units Market Rate Res. Units 0 Units Commercial 159 bicycle spaces (11 Accessible) 315 prkg stalls (see note 1) 0 prkg stalls (see note 3) 552 prkg stalls (see note 2) 0 prkg stalls (see note 4) 480 prkg stalls 448 prkg stalls552 parking stalls315 parking stalls 30 prkg stalls (see note 5) 40 parking stalls (see note 14) Day Care Pickup & Dropoff 8 (see note 12) 8 prkg stalls Surface Day Care Parking 12 prkg stalls* Day Care Parking Area 11,662 SF 1,000 SF 158 bicycle prkg spaces (see note 9) Min. Required BICYCLE PARKING BLOCK B - PARKING Min. Required ProvidedUnitsMax. Allowed 87 prkg stalls (see note 7) 10 prkg stalls (see note 8) 4 bicycle prkg space (see note 10) 10 prkg stalls (see note 8) Min. Required ProvidedMax. Required 10 10 (see note 11) 8 (see note 12) Day Care Total Commercial Parking Min. Required Max. Allowed Angled Stalls Proposed Parallel Stalls Approved Shared Stalls Inside Building 40 - 12 = 28 stalls30 prkg stalls 18 prkg stalls 12 prkg stalls Provided *6 additonal parking stalls for day care provided with shared commercial parking Standstill Agreement, see note 15 Commercial Parking Provided (from the approved major modification) Street Stalls * * allowed to count towards on-site parking by standstill agreement 1 prkg stall Accessible Code Reference Notes: 40 - 10 = 30 stalls28 prkg stalls 18 prkg stalls 10 prkg stalls Commercial Parking Provided (after the city of Renton revisions imposed during the civil construction review) STRUCTURED PARKING / INSIDE BUILDING B SURFACE PARKING TOTAL PARKING INSIDE BUILDING B 478 prkg stalls TOTAL SURFACE PARKING 12 prkg stalls 1. 1 per dwelling unit required, RMC, 4-4-080.F.10,d. 2. 1.75 per dwelling unit is allowed, RMC, 4-4-080.F.10,d. 3. Dwell. Unit for Low Income - 1 for each 4 dwell. units, RMC, 4-4-080.F.10,d 4. 1.75/ dwell. unit, RMC, 4-4-080.F.10, d. 5. 2.5/ 1,000 SF of net floor area, RMC, 4-4-080.F.10, d. 6. 10/ 1,000 SF of dining area, RMC, 4-4-080.F.10, d. 7. 5/ 1,000 SF of net floor area, RMC, 4-4-080.F.10, d. 8. 10/ 1,000 SF of dining area, RMC, 4-4-080.F.10, d. 9. 0.5 bike spaces/dwell. unit, RMC, 4-4-080.F.11, a. 10. Bike spaces shall be 10% of required commercial parking stalls, RMC, 4-4-080.F.11, a. 11. A minimum and maximum of 1 for each employee, RMC, 4-4-080.F.10, d. 12. 2 drop-off/pick-up spaces for every 25 clients, RMC, 4-4-080.F.10, d. 13. Min. of 9 accessible stalls requird for 401-500 total parking stalls, RMC, 4-4-080.F.8.g 14. Structured commercial parking is shared 15. Item A. Parking and Parking Structures, Standstill Agreement 4 bicycle spaces (see landscape) Employees BIKE STORAGE BIKE STORAGE INSTANCES ON LEVELS: 3, 4, 5, 6, 7 = 5 BIKE ROOMS x 8 BIKES PER ROOM = 40 BIKE STALLS SEE E3 SECTOR PLANS: AB2.3E.3, AB2.4E.3, AB2.5E.3, AB2.6E.3, AB2.7E.3 INSTANCES ON LEVELS: 3, 4, 5, 6, 7 = 5 BIKE ROOMS x 11 BIKES PER ROOM (1 ACCESSIBLE) = 55 BIKE STALLS SEE W3 SECTOR PLANS: AB2.3W.3, AB2.4W.3, AB2.5W.3, AB2.6W.3, AB2.7W.3 BIKE STORAGE INSTANCES ON LEVELS: 3, 4, 5, 6, 7 = 5 BIKE ROOMS x 11 BIKES PER ROOM (1 ACCESSIBLE) = 55 BIKE STALLS SEE E1 SECTOR PLANS: AB2.3E.1, AB2.4E.1, AB2.5E.1, AB2.6E.1, AB2.7E.1 2 HR EXIT PASSAGELOADING ZONERMC 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS J. LOADING SPACE STANDARDS: 1. Loading Space Required: For all buildings hearafter erected, reconstructed or enlarged, adequate permanent off-street loading space shall be provided if the activity carried on in such building requires deliveries to it or shipments from it of people or merchandise. Loading space shall be in addition to required off-street parking spaces. 2. Plan Required: Loading space shall be shown on a plan and sbumitted for approval by the Department of Community and Econmic Development. (Ord. 5729, 10-20-2014) 8' - 6" TRASH U102 COMMERCIAL C101 PARKING P101 BIKE STORAGE 9 BIKES (1 ACCESSIBLE) SEE LEVEL 1 PLANS: AB2.1.0, AB2.1N.0 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:40:52 AM ZONING CODE SUMMARY - PARKING CS013 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 A minimum of 2 per dwelling unit, however, 1 per dwelling unit may be permitted for 1 bedroom or less dwelling units. Tandem parking is allowed. A maximum of 4 vehicles may be parked on a lot, including those vehicles under repair and restoration, unless kept within an enclosed building. Detached dwellings and townhouses: A minimum and maximum of 2.5 per 1,000 square feet of net floor area, except wholesale retail sales, which is allowed a maximum of 5.0 per 1,000 square feet of net floor area if shared and/or structured parking is provided. Retail sales and wholesale retail sales: A minimum and maximum of 10 per 1,000 square feet of dining area. Eating and drinking establishments and taverns: A minimum of 2.0 per 1,000 square feet of net floor area and a maximum of 4.5 parking spaces per 1,000 square feet of net floor area. Offices, general: A minimum and maximum of 1 for each employee and 2 drop-off/pick-up spaces within 100 feet of the main entrance for every 25 clients of the program. Day care centers, adult day care (I and II): A minimum of 1 for each 4 dwelling units is required. A maximum of 1.75 per dwelling unit is allowed. Attached dwelling for low income: 1 per dwelling unit is required. A maximum of 1.75 per dwelling unit is allowed. d. Parking Spaces...Attached dwellings within all other zones: ii. When a development falls under more than one category, the parking standards for the most specific category shall apply, unless specifically stated otherwise. a. Interpretation of Standards – Minimum and Maximum Number of Spaces. i. When a maximum and a minimum range of required parking is listed in this Code, the developer or occupant is required to provide at least the number of spaces listed as the minimum requirement, and may not provide more than the maximum listed in this Code, unless exceptions are permitted as specified in this Section. 10. Number of Parking Spaces Required. The specified land use shall provide parking spaces as shown in the table in subsection F10d of this Section, except as provided in this Section: For one row and two (2) rows of ninety degree (90°) parking using the same aisle in a one way or two (2) way circulation pattern, the minimum width of the aisle shall be twenty four feet (24'). 4-4-080F 9. Aisle Width Standards:b. Ninety Degree (90°) Parking Aisle Width Minimums 3. Joint Use Parking Facilities a. When Permitted: Joint use of parking facilities may be authorized for those uses that have dissimilar peak-hour demands or when it can be demonstrated that the parking facilities to be shared are underutilized. (Amd. Ord. 5330, 12-10-2007) b. Agreement Required: A parking agreement ensuring that joint use parking is available for the duration of the uses shall be approved by the Community and Economic Development Administrator, following review by the City Attorney. Notice of termination of the agreement shall be provided to the Administrator and additional parking must be provided if the agreement is terminated, consistent with subsection F10 of this Section. (Ord. 5676, 12-3-2012; Ord. 5828, 12-12-2016) c. Maximum Distance to Joint Use Parking: i. Within the Center Downtown Zone: No distance requirements apply when both the use and joint use parking are located within the Center Downtown. ii. Within the UC Zone: Joint use parking shall be within seven hundred fifty feet (750') of the building or use if it is intended to serve residential uses, and within fifteen hundred feet (1,500') of the building or use if it is intended to serve nonresidential uses. (Ord. 5729, 10-20-2014) iii. All Other Zones: Joint use parking shall be within seven hundred fifty feet (750') of the building or use it is intended to serve. 4-4-080 PARKING, LOADING, AND DRIVEWAY REGULATIONS Over 1,000 20 spaces plus 1 space for every 100 spaces or fraction thereof over 1,000 501 - 1,000 2% of total spaces 401 - 500 9 301 - 400 8 201 - 300 7 Total Parking Spaces in Lot or Garage Minimum Required Number of Accessible Spaces NUMBER OF ACCESSIBLE PARKING SPACES g. Accessible Parking as Stipulated in the Americans with Disabilities Act (ADA): Accessible parking shall be provided per the requirements of the Washington State Barrier Free Standards as adopted by the City of Renton. f. Guest Parking: Required guest parking stalls shall be located in a common area accessible by guests. The area shall be set aside exclusively for guest parking. In mixed-used developments, the required guest parking shall be calculated using only the residential portion of the development. e. Special Reduced Length for Overhang: The Department of Community and Economic Development may permit the parking stall length to be reduced by two feet (2'), providing there is sufficient area to safely allow the overhang of a vehicle and that the area of vehicle overhang does not intrude into required landscaping areas. 4-4-080F iv. Maximum Number of Compact Spaces in the UC Zones: The maximum number of compact spaces shall not exceed fifty percent (50%). All other uses – not to exceed thirty percent (30%). Structured parking – not to exceed fifty percent (50%). Designated employee parking – not to exceed forty percent (40%). iii. Maximum Number of Compact Spaces Outside of the UC Zones: c. Compact Parking Stall Size and Maximum Number of Compact Spaces: ii. Stall Size – Structured Parking: A parking stall shall be a minimum of seven feet, six inches (7'6") in width. A parking stall shall be a minimum of twelve feet (12') in length, measured along both sides for stalls designed at less than forty five degrees (45°). A stall shall be a minimum of thirteen feet (13') in length, for stalls designed at forty five degrees (45°) or greater. ii. Minimum Width: A parking stall shall be a minimum of eight feet, four inches (8'4") in width. 4-4-080F b. Standard Parking Stall Size – Structured Parking: i. Minimum Length: A parking stall shall be a minimum of fifteen feet (15'). A stall shall be a minimum of sixteen feet (16') for stalls designed at forty five degrees (45°) or greater. Each parallel stall shall be twenty three feet by nine feet (23' x 9') in size. 4-4-080F 2. Maximum Parking Lot and Parking Structure Slopes: Maximum slopes for parking lots shall not exceed eight percent (8%) slope. The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. Mixed Use: Joint parking is required subject to RMC 4-4-080E3. Commercial Uses: Parking may not be located between the building and the public street unless located within a structured parking garage. Automobiles 4-4-120A Required Location Residential Uses: Required parking shall be located underground or under building (on the first floor of the structure), or in an attached or detached structure. Any additional parking may not be located between the building and public street unless located within a structured parking garage. PARKING REQUIREMENTS The Building Department may authorize the use of space designated and primarily used for recreation purposes for a portion of the required parking space provided the space conforms to the following conditions: Such parking areas shall be subject to all locational and developmental provisions of this Section; such portions of the recreation area to be used for parking shall be paved with a durable, dustless surface of a permanent nature; and such parking space may be credited only to space requirements of the principal use which it is intended to serve. K. MODIFICATIONS: 1. Special Provisions for Use of Paved Recreation Space for Parking:  Maximum driveway slope shall not exceed eight percent (8%). The Administrator may allow a driveway to exceed eight percent (8%) slope but not more than fifteen percent (15%) slope, upon proper application in writing and for good cause shown, which shall include, but not be limited to, the absence of any reasonable alternative. To exceed fifteen percent (15%), a variance from the Administrator is required. 6. Driveway Grades – Maximum Based Upon Land Use: b. All Other Uses:  5. Driveway Angle – Minimum:  The angle between any driveway and the street roadway or curb line shall not be less than forty five degrees (45°). There shall be no more than one driveway for each one hundred sixty five feet (165') of street frontage serving any one property or among properties under unified ownership or control; for each one hundred sixty five feet (165') of additional street frontage another driveway may be permitted subject to the other requirements of this Section. 4. Maximum Number of Driveways Based Upon Land Use: b. All Other Uses: The width of any driveway shall not exceed thirty feet (30') exclusive of the radii of the returns or the taper section, the measurement being made parallel to the centerline of the street roadway. 3. Driveway Width Maximums Based Upon Land Use: c. All Other Uses:  iv. There shall be a minimum of eighteen feet (18') between driveway curb returns where there is more than one driveway on property under single ownership or control and used as one premises. iii. Driveways shall not be closer than five feet (5') to any property line (except as allowed under subsection I9 of this Section, Joint Use Driveways). ii. Driveway width (aggregate width if more than one driveway exists) shall not exceed forty percent (40%) of the street frontage. i. The location of ingress and egress driveways shall be subject to approval of the Department of Community and Economic Development under curb cut permit procedures. 2. Driveway Spacing Based Upon Land Use:b. All Other Uses: 4.Wheel Stops Required: Wheel stops shall be required on the periphery of the parking lot so the cars shall not protrude into the public right-of-way of the parking lot, or strike buildings. Wheel stops shall be two feet (2') from the end of the stall for head-in parking. iv. For attached dwellings, spaces within the dwelling units or on balconies do not count toward the bicycle parking requirement. However, designated bicycle parking spaces within individual garages can count toward the minimum requirement. iii. For in-building bike parking and limited access fenced areas, fixed structures for locking individual bikes, such as racks, must be provided within the facility. For fenced areas, the fence shall be either six feet (6') high, or be floor-to-ceiling. ii. Bicycle parking shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in-building parking, and limited access fenced areas with weather protection. i. Bicycle parking standards i through iv in subsection F11b of this Section shall apply to this subsection; and c. Bicycle Parking Standards:  The location of and access to bicycle parking areas for office, manufacturing and fabrication, laboratories, packaging operations, and attached dwellings shall be in accordance with the following standards: One-half (0.5) bicycle parking space per one dwelling unit. Spaces shall meet the requirements of subsection F11c of this Section, Bicycle Parking Standards. restoration, unless kept within an enclosed building. parked on a lot, including those vehicles under repair and Tandem parking is allowed. A maximum of 4 vehicles may be Bicycles 4-4-080F 11. Number of Bicycle Parking Spaces Required: townhouses: may be permitted for 1 bedroom or less dwelling units. 1/2" = 1'-0"1 WALL-MOUNTED BIKE RACKS 1" = 30'-0"4 BIKE STORAGE ON TYPICAL RESIDENTIAL FLOORS 1" = 20'-0"3 DELIVERY/LOADING ZONE LOCATION USE TYPE PARKING STALL COUNTSIZE TYPE COMM COMPACT 16 COMM REGULAR 16 COMM REGULAR ACCESSIBLE 1 COMM REGULAR ACCESSIBLE-VAN 1 COMM 34 DAY CARE REGULAR 11 DAY CARE REGULAR ACCESSIBLE-VAN 1 DAY CARE 12 RES COMPACT 176 RES REGULAR 222 RES REGULAR ACCESSIBLE 17 RES REGULAR ACCESSIBLE-VAN 4 RES 419 RES-EV COMPACT 14 RES-EV REGULAR 10 RES-EV REGULAR ACCESSIBLE 1 RES-EV 25 TOTAL 490 PARKING STALL COUNT BY USE USE TYPE PARKING STALL COUNTSIZE TYPE COMM REGULAR ACCESSIBLE 1 COMM REGULAR ACCESSIBLE-VAN 1 COMM 2 DAY CARE REGULAR ACCESSIBLE-VAN 1 DAY CARE 1 RES REGULAR ACCESSIBLE 17 RES REGULAR ACCESSIBLE-VAN 4 RES 21 RES-EV REGULAR ACCESSIBLE 1 RES-EV 1 ACCESSIBLE STALLS TOTAL COMM. ACCESSIBLE STALLS TOTAL RES. ACCESSIBLE STALLS 3 22 USE TYPE PARKING STALL COUNTSIZE TYPE COMM COMPACT 16 RES COMPACT 176 RES-EV COMPACT 14 TOTAL 206 COMPACT STALLS 4-4-080-F: Compact stalls not to exceed 50% 42% of stalls are compact 9 Accessible Stalls required (see note 13) USE TYPE PARKING STALL COUNTSIZE TYPE RES-EV COMPACT 14 RES-EV REGULAR 10 RES-EV REGULAR ACCESSIBLE 1 TOTAL 25 EV STALLS 1" = 30'-0"2 BIKE STORAGE ON LEVEL 1 5% of stalls have EV chargers NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION + TW 34 7.5 + T W 3 49.25+ TW 347 .5 + TW 34 9.25 + TW 347.5+ T W 345.00 + TW 34 7.5 + T W 349.25+ TW 347.5 + TW 349.25 + TW 350.25 + TW 350.25 + TW 350 .25 + TW 3 47.5 + TW 350 .25 + T W 343.00 + TW 355 .63 + TW 35 6.5 1 + TW 35 6.99 + TW 357 .64 + TW 35 8.3 9 + T W 3 59.29 + TW 36 0.2 8 + TW 36 4.50 + TW 364.50 + TW 354 .67 + TW 35 4.6 7 + TW 354 .00 + TW 354.00 + TW 34 9.25 DNUP 7.50024.50024.50036.5000000017.0000000061.00000000R10.00090.00000000°90.00000000°44.0000000012.0000000011+00 12+00 13+00 14+00 15+00 16+00 17+00 1+00 2+00 3+00 4+00 5+00 6+00 23+0024+0025+0025+44CB1 CB1 CB1 CB1CB14854CB1CB148 48 CB1 484848CB1 48CB1 CB1 48CB1CB1CB1CB1 CB1CB14854CB1CB148 48 CB1 484848CB1 48CB1 CB1 48CB1 4 8 4 8 4 84 8 6 0 LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" BLOCK B GRADE PLANE 353' -2 3/16" 17151413121110 1816 19 20 2119.3 4' - 0"8' - 0"20' - 0"2' - 8"7' - 5 3/4"11' - 6"17' - 0"11' - 6"14' - 2"11' - 6"17' - 3"11' - 8 3/4"6' - 6 1/4"11' - 6" 11' - 6"17' - 0"11' - 6"16' - 6"11' - 6"5' - 9" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" E.7FGHF.3 9' - 2 3/4"11' - 0"2' - 8"7' - 0"9' - 8 3/4"17' - 0 1/4" BUILDING LOCATION AND ORIENTATION All of the following are required: 1. The availability of natural light (both direct and reflected) and direct sun exposure to nearby buildings and open space (except parking areas) shall be considered when siting structures. 2. Buildings shall be oriented to the street with clear connections to the sidewalk. 3. The front entry of a building shall be oriented to the street or a landscaped pedestrian-only courtyard. 4. Buildings with residential uses located at the street level shall be: a. Set back from the sidewalk a minimum of ten feet (10') and feature substantial landscaping between the sidewalk and the building (illustration below); or b. Have the ground floor residential uses raised above street level for residents’ privacy. BUILDING ENTRIES All of the following are required: 1. The primary entrance of each building shall be: a. Located on the facade facing a street, shall be prominent, visible from the street, connected by a walkway to the public sidewalk, and include human- scale elements; and b. Made visibly prominent by incorporating architectural features such as a facade overhang, trellis, large entry doors, and/or ornamental lighting (illustration below). 2. Building entries from a street shall be clearly marked with canopies, architectural elements, ornamental lighting, or landscaping and include weather protection at least four and one-half feet (4-1/2') wide (illustration below). Buildings that are taller than thirty feet (30') in height shall also ensure that the weather protection is proportional to the distance above ground level. 4. Features such as entries, lobbies, and display windows shall be oriented to a street or pedestrian-oriented space; otherwise, screening or decorative features should be incorporated. 6. Ground floor residential units that are directly accessible from the street shall include: a. Entries from front yards to provide transition space from the street; or b. Entries from an open space such as a courtyard or garden that is accessible from the street. PEDESTRIAN AMENITIES All of the following are required: 1. Architectural elements that incorporate plants, particularly at building entrances, in publicly accessible spaces and at facades along streets, shall be provided. 2. Amenities such as outdoor group seating, benches, transit shelters, fountains, and public art shall be provided. a. Site furniture shall be made of durable, vandal-and weather-resistant materials that do not retain rainwater and can be reasonably maintained over an extended period of time. b. Site furniture and amenities shall not impede or block pedestrian access to public spaces or building entrances. 3. Pedestrian overhead weather protection in the form of awnings, marquees, canopies, or building overhangs shall be provided. These elements shall be a minimum of four and one-half feet (4-1/2') wide along at least seventy five percent (75%) of the length of the building facade facing the street, a maximum height of fifteen feet (15') above the ground elevation, and no lower than eight feet (8') above ground level. GROUND LEVEL DETAILS All of the following are required: 1. Human-scaled elements such as a lighting fixture, trellis, or other landscape feature shall be provided along the facade’s ground floor. 2. Upper portions of building facades shall have clear windows with visibility into and out of the building. However, screening may be applied to provide shade and energy efficiency. The minimum amount of light transmittance for windows shall be fifty percent (50%). 3. Display windows shall be designed for frequent change of merchandise, rather than permanent displays. Display racks and fixtures may not obscure more than fifty percent (50%) of the window space. 4. Window coverings, such as blinds and curtains, must be functional, they may not be affixed so that they cannot be open and/or closed. All of the following are prohibited: 1. Tinted and dark glass, highly reflective (mirror-type) glass and film. 2. Untreated blank walls visible from public streets, sidewalks, or interior pedestrian pathways. a. A wall (including building facades and retaining walls) is considered a blank wall if: • It is a ground floor wall or portion of a ground floor wall over six feet (6') in height, has a horizontal length greater than fifteen feet (15'), and does not include a window, door, building modulation or other architectural detailing; or • Any portion of a ground floor wall has a surface area of four hundred (400) square feet or greater and does not include a window, door, building modulation or other architectural detailing. b. If blank walls are required or unavoidable, they shall be treated. The treatment shall be proportional to the wall and use one or more of the following: • A planting bed at least five feet (5') in width abutting the blank wall that contains trees, shrubs, evergreen ground cover, or vines; • Trellis or other vine supports with evergreen climbing vines; • Architectural detailing such as reveals, contrasting materials, or other special detailing that meets the intent of this standard; • Artwork, such as bas-relief sculpture, mural, or similar; or • Seating area with special paving and seasonal planting. 1. Any facade visible to the public shall be comprised of at least fifty percent (50%) transparent windows and/or doors for at least the portion of the ground floor facade that is between four feet (4') and eight feet (8') above ground (as measured on the true elevation). 2. Where windows or storefronts occur, they must principally contain clear glazing. Tinted, dark, and highly reflective (mirror-type) glass and film are prohibited. RENTON MUNICIPAL CODE - URBAN DESIGN REGULATIONS CS014 6 CS0148 108"207"141"219"141" 93"138"222"138"228"138"138"102"140"231"138"138"223"138"102"264"276"261"237"4' - 6"4' - 6"4' - 6"234"234"105' - 5" 302' - 7"168"167"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6"4' - 6" 4' - 6" 4' - 6"73' - 3"18' - 5"56' - 1"CS014 4 CS014 2 CS014 1 CS014 5 CS014 3 CS014 7 CS014 10 NON-PEDESTRIAN ZONE AT BUILDING EDGE PEDESTRIAN ZONE AT BUILDING EDGE PEDESTRIAN ZONE AT BUILDING EDGE135"35' - 7" 268"114"253"CS014 9 12' - 1"While this area has pedestrian zone at the building edge, it is excluded from the calculation because it has terraced landscape steps and benches that don't lend themselves to being covered by an overhang (Ref. Landscape). The sidewalk is 15' from the building facade, so the overhang would not cover the sidewalk, and there are no building entries in this area which require an overhang. In addition, due to the significant grade change and the terraced landscape it is difficult to have a canopy within the height requirement. See image below. Facade Protection Length % of Protection Provided North Facade Facade Length % of Protection Required WEATHER PROTECTION CALCULATION FOR PEDESTRIAN ZONES AT BUILDING EDGE 85' - 4" 75% 80.9% Northeast Facade 18' - 5" TOTAL 603' - 4" 76' - 11" 18' - 5" 487' - 10" East Facade 408' 313' - 2" South Facade 56' - 1" 47' - 6" West Facade 35' - 6" 31' - 10" TRANSPARENCY CALCULATION FOR PEDESTRIAN ZONES AT BUILDING EDGE Facade Transparency Length % of Transparency Provided North Facade Facade Length % of Transparency Required 47' - 9" 50% 73% Northeast Facade 18' - 5" TOTAL 530' - 3" 36' - 5" 9' - 2" 389' - 1 3/4" East Facade 408' 314' -1 1/4" South Facade 56' - 1" 30' - 5 1/2" LEVEL B-2 360' -9" LEVEL B-3 371' -9" BLOCK B GRADE PLANE 353' -2 3/16"20' - 3 13/32"11' - 8 3/4"16' - 3 1/4"11' - 8 3/4"15' - 3 1/4"9' - 0" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-1 350' -3" BLOCK B GRADE PLANE 353' -2 3/16" 17' - 9 1/4" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-1 350' -3" BLOCK B GRADE PLANE 353' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" 9' - 2" LEVEL B-2 360' -9" LEVEL B-3 371' -9" BLOCK B GRADE PLANE 353' -2 3/16" 9 5' - 4" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" BLOCK B GRADE PLANE 353' -2 3/16" H 8' - 7" Lot Coverage (SF)Lot Coverage (%) Block B Total Lot Area (SF) Lot Coverage Allowed LOT COVERAGE 119,782 75%of 119,782 = 89,836 89,261/119,782 = 74.8%89,575 BLOCK B LOT COVERAGE BLOCK B LOT AREA WEATHER PROTECTION - METAL/OPAQUE CANOPY LANDSCAPED AREA BETWEEN SIDEWALK AND FACADE OR UNIT PATIO TRANSPARENCY - GLAZING/STOREFRONT LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-1 350' -3" BLOCK B GRADE PLANE 353' -2 3/16" 3' DEEP CANOPY COVERS THE UNIT ENTRY & LARGE AMOUNT OF THE PATIO WEATHER PROTECTION STRATEGY AT NON-PEDESTRIAN ZONE AT BUILDING EDGE The portion of the building labeled in the above plan as "non-pedestrian zone at building edge" should not require weather protection along 75% of the facade length for the following reasons: • The facade and unit entries (where occurs) are setback min. 15' from the sidewalk • There is significant landscaping between the sidewalk and building facade or unit patios (Re: Landscape) • The program of the space as private residences, building amenity, or service area does not lend itself to public interaction with the facade • As shown in elevation 9/CS014 the grade is not at floor level in many locations and further separates the building occupants from the street • Per the Building Location and Orientation section of the Renton Urban Design Regulations, residential uses at street level should either be setback or raised above the street, which would both prevent weather protection from covering pedestrians at the sidewalk. For these reasons 4'-6" weather protection along 75% of the length of the facade is not provided. As shown in the elevation to the left, 3' deep canopies meet the intent of the code by providing weather protection of the unit entries and patios, while still letting light into the units. . LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" BLOCK B GRADE PLANE 353' -2 3/16" 10 9 8 7 6 5 1423 GRADE IS NOT CLOSE TO A FLOOR LEVEL FOR MOST OF THIS FACADE PROHIBITING IT FROM BEING PEDESTRIAN ORIENTED 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:09:09 PM ZONING CODE DIAGRAMS - PEDESTRIAN ORIENTED FACADE & LOT COVERAGE CS014 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"6 BLOCK B - EAST STOREFRONT ELEVATION 3/32" = 1'-0"8 BLOCK B - NORTH STOREFRONT ELEVATION 1" = 30'-0"11 WEATHER PROTECTION FLOOR PLAN 3/32" = 1'-0"4 EAST STOREFRONT ELEVATION 2 3/32" = 1'-0"2 SOUTH STOREFRONT ELEVATION 3/32" = 1'-0"1 SOUTH ENTRANCE STOREFRONT ELEVATION 3/32" = 1'-0"5 NORTHEAST STOREFRONT ELEVATION 3/32" = 1'-0"3 EAST STOREFRONT ELEVATION 3/32" = 1'-0"7 SOUTH COMMERCIAL STOREFRONT ELEVATION 1/8" = 1'-0"10 TYPICAL TOWNHOME ELEVATION 3/32" = 1'-0"9 WEST ELEVATION LANDSCAPE VIGNETTE AT TOWNHOME ENTRY 1 1 11/12/2021 Permit Rev. 1 - Podium WEST EAST WEST TOWER BUILDING PERMIT SUBMITTAL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:41:12 AM ZONING CODE DIAGRAMS - FACADE MODULATION CS015 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 B B C C C C D CONDITION 23 The Applicant shall provide modulations (both vertical and horizontal) on Mixed Use Buildings A & B beyond what is required by Design District D Regulations. The exterior cladding and articulation on each building shall be a diverse mix of high quality materials commensurate to the overall size and scale of the building. The building shall incorporate upper story setbacks, roof extension features, extended feature elements on the building corners abutting NE 11th St. and NE Sunset Blvd, or other articulation beyond what is already required in the Urban Design District 'D' Regulations. These modulation and articulation features shall be shown on colored elevation sheets and represented on three-dimensional renderings to be submitted with their respective Administrative site plan review applications to be reviewed and approved by the planning Current Planning Project Manager prior to site plan issuance. GATEWAYS Intent: To distinguish gateways as primary entrances to districts or to the City, special design features and architectural elements at gateways should be provided. While gateways should be distinctive within the context of the district, they should also be compatible with the district in form and scale. A Projected cornice as roof extension feature. Urban Design Regulations require at least one roof line element. The proposal has two distinct roof line elements in addition to the typical roof edge condition and fulfills "other articulation beyond what is already required in Urban Design District D Regulations." B Sloped roofs serve as sheds and butterfly roof forms with projected overhangs as roof extension features. C Fan canopy between facades as extended feature elements required by Condition 23. D Curved chamfered building corner as gateway expression at 11th and Sunset Blvd. Not required by Urban Design District D Regulations. Features a curved roof brow as an additional extended roof feature element. Fulfills "other articulation beyond what is already required in Urban Design District D Regulations." A A The longest proposed facade length is 113' and has more additional deep cuts into the facade than required. The allowable facade length is 160'. Fulfills "other articulation beyond what is already required in Urban Design District D Regulations". Proposed modulation exceeds what is required in Urban Design District D Regulations Typical 5' depth of modulation at balconies 85' height allowed per approved CU-H (15' higher than the proposed building)Minimum Modulation Dimensions per Renton Urban Design Regulations No code maximum for building length. Proposal complies with Lot Coverage. Required variety of modulations for buildings over 160' per Renton UDR. While no specifics are listed to these, full height and double the width and depth of the minimum would be assumed to meet this requirement Only one roof feature is required per Renton UDR BLOCK B - MINIMUM MODULATION1 BLOCK B - PROPOSED MODULATION2 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 48483523543563583623423 4 6 3 4 8 3 4 8 352352360350350DN DN DN UP ALLOWABLE BUILDING HEIGHT = 70' PER SECTION 504.3 GRADE PLANE ELEVATION PER GRADE PLANE CALCULATION ALLOWABLE BUILDING ELEVATION FROM GRADE PLANE =422.92' (353.18' + 70' = 423.18')H8.00'A' 6.73' Y 94.75' W 19.50' U 76.50' S 19.50' Q 98.75'R8.00'Z11.00'D' 8.00'B' 105.24'C'15.50'E'54.12'F'50.46'J'12.86'H'59.84'353' - 1" 357' - 0" 357' - 0" 360' - 0" 360' - 0" 360' - 0" 360' - 0" 362' - 0" 362' - 0" 362' - 0" 362' - 0" 364' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0" 350' - 0"350' - 0" 340' - 9" 340' - 9" 340' - 9" 350' - 0" 353' - 1" 353' - 1" I' 7.38' A 141.08' C 19.50' E 76.50' G 19.50' I 138.75' K 65.00'D8.00'BFJ12.50'TV24.00'XG' 104.18'L13.33'M 61.60' O 9.40'P181.81'N11.19'11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:41:24 AM BUILDING CODE SUMMARY CS029 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"1 GRADE PLANE CALCULATION MAX BLDG HEIGHT 423.181 GRADE PLANE 353.181 TOTAL PERIMETER 1,590 561,724.1 J' 340.75 350.00 12.9 4,441.5 I' 340.75 340.75 7.4 2,514.7 H' 350.00 340.75 59.8 20,667.2 G 350.00 350.00 104.2 36,463.0 F' 350.00 350.00 50.5 17,661.0 E' 353.10 350.00 54.1 19,025.9 D' 353.10 353.10 8.0 2,824.8 C' 353.10 353.10 15.5 5,473.1 B' 357.00 353.10 105.2 37,365.5 A' 357.00 357.00 6.7 2,402.6 Z 357.00 357.00 11.0 3,927.0 Y 360.00 357.00 94.8 33,967.9 X 360.00 360.00 24.0 8,640.0 W 360.00 360.00 19.5 7,020.0 V 360.00 360.00 24.0 8,640.0 U 362.00 360.00 76.5 27,616.5 T 362.00 362.00 8.0 2,896.0 S 362.00 362.00 19.5 7,059.0 R 362.00 362.00 8.0 2,896.0 Q 364.00 362.00 98.8 35,846.3 P 350.00 364.00 181.8 64,906.2 O 350.00 350.00 9.4 3,290.0 N 350.00 350.00 11.2 3,916.5 M 350.00 350.00 61.6 21,560.0 L 350.00 350.00 13.3 4,665.5 K 350.00 350.00 65.0 22,750.0 J 350.00 350.00 12.5 4,375.0 I 350.00 350.00 138.8 48,562.5 H 350.00 350.00 8.0 2,800.0 G 350.00 350.00 19.5 6,825.0 F 350.00 350.00 8.0 2,800.0 E 350.00 350.00 76.5 26,775.0 D 350.00 350.00 8.0 2,800.0 C 350.00 350.00 19.5 6,825.0 B 350.00 350.00 8.0 2,800.0 A 340.75 350.00 141.1 48,725.5 Elev 1 Elev 2 Length (ft) (A+B) / 2 x L GRADE PLANE CALCULATION NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:41:26 AM BUILDING CODE SUMMARY CS030 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 SECTION 406 - MOTOR-VEHICLE RELATED OCCUPANCIES 406.2.2: Clear Height - The clear height of each floor level in vehicle and pedestrian traffic areas shall be not less than 7 feet. SECTION 420 - GROUPS R-2 420.2 Separation Walls • Walls separating dwelling units in the same building, walls separating sleeping units in the same building and walls separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as fire partitions in accordance with Section 708. 420.3 Horizontal Separation • Floor assemblies separating dwelling units in the same buildings, floor assemblies separating sleeping units in the same building and floor assemblies separating dwelling or sleeping units from other occupancies contiguous to them in the same building shall be constructed as horizontal assemblies in accordance with Section 711. 420.4 Automatic Sprinkler System • Group R occupancies shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.2.8. Quick-response or residential automatic sprinklers shall be installed in accordance with Section 903.3.2. 420.5 Fire Alarm Systems and Smoke Alarms • Fire alarm systems and smoke alarms shall be provided in Group I-1, R-1 and R-2 occupancies in accordance with Sections 907.2.6, 907.2.8 and 907.2.9, respectively. 420.9 Group R Cooking Facilities • In Group R occupancies, cooking appliances used for domestic cooking operations shall be in accordance with Section 917.2 of the International Mechanical Code. SECTION 429 - ELECTRIC VEHICLE CHARGING INFRASTRUCTURE 429.1 Scope.The provisions of this section shall apply to the construction of new buildings serving Group B, Group R-1 hotel and motel only, and Group R-2 occupancies. 429.2 Required electric vehicle charging infrastructure.Where parking is provided, five percent of parking spaces shall be provided with electric vehicle charging infrastructure in compliance with Sections 427.3, 427.4 and 427.5. When the calculation of percent served results in a fractional parking space, the applicant shall round up to the next whole number. Exception:Group R and Group B occupancies served by less than 20 on-site parking spaces. 429.3 Electrical room(s).Electrical room(s) serving parking areas shall be designed to accommodate the electrical equipment and distribution required to serve a minimum of 20 percent of the total parking spaces with 208/240 V 40-ampelectric vehicle charging infrastructure. 429.4 Electric vehicle charging infrastructure.Electric vehicle charging infrastructure shall be installed meeting one of the following requirements: 1. A minimum number of 208/240 V 40-amp, electric vehicle charging stations required to serve the parking spaces specified in section 427.2. The electric vehicle charging stations shall be located to serve spaces designated for parking and charging electric vehicles, or 2. Additional service capacity, space for future meters, panel capacity or space for additional panels, and raceways for future installation of electric vehicle charging stations. The service capacity and raceway size shall be designed to accommodate the future installation of the number of 208/240 V 40-amp, electric vehicle charging stations specified in section 427.2. The raceway shall terminate at spaces designated for parking and charging electric vehicles in the future. Where designated electric vehicle charging locations serve exterior on-grade parking spaces that are located more than 4 feet from a building, raceways shall be extended below grade to a pull box in the vicinity of the designated future electric vehicle charging locations or stub above grade in the vicinity of the designated future electric vehicle charging locations, protected from vehicles by a curb or other device. Exception:In lieu of surface-mounted raceway between the electrical panel and the designated electric vehicle charging locations, it is permitted to provide permanent markings indicating the pathway for future raceway, and one-inch diameter capped sleeves through each wall and floor assembly that are penetrated along that route. This pathway and the locations of capped sleeves shall also be indicated on the electrical plans. Raceway shall be installed for any portion of the pathway located below slabs, below grade, or within floor, wall or roof assemblies. 429.5 Electric vehicle charging infrastructure for accessible parking spaces.When electric vehicle charging infrastructure is required, one accessible parking space shall be served by electric vehicle charging infrastructure. The electric vehicle charging infrastructure may also serve adjacent parking spaces not designated as accessible parking. SECTION 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS 503.1.4 Occupied roofs. A roof level or portion thereof shall be permitted to be used as an occupied roof provided the occupancy of the roof is an occupancy that is permited by Table 504.4 for the story immediately below the roof. The area of the occupied roofs shall not be included in the building area as regulated by Section 506. Exceptions: 1. The occupancy located on an occupied roof shall not be limited to the occupancies allowed on the story immediately below the roof where the building is equipped throughout with an automatic sprinker system in accordance with Section 903.3.1.1 or Section 907.5 is provided in the area of the occupied roof. Emergency voice/alarm communication system notification in accordance with Section 907.5.2.2 shall also be provided in the area of the occupied roof where such system is required elsewhere in the building. 2. Assembly occupancies shall be permitted on roofs of open parking spaces of Type I or Type II construction, in accordance with the exception to Section 903.2.1.6 SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES 504.3Height in feet. The maximum height, in feet, of a building shall not exceed the limits specified in Table 504.3. Exception:Towers, spires, steeples and other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1510.2.4. Such structures shall not be used for habitation or storage. The structures shall be unlimited in height where of noncombustible materials and shall not extend more than 20 feet (6096 mm) above the allowable building height where of combustible materials (see Chapter 15 for additional requirements) 504.4.1 Stair Enclosure Pressurization Increase • For Group R-1, R-2, and I-1 Condition 2 assisted living facilities licensed under Chapter 388-78A WAC and residential treatment facilities as licensed by Washington State under Chapter 246-337 WAC located in buildings of Type VA construction equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the maximum number of stories permitted in Section 504.4 may be increased by one provided the interior exit stairways and ramps are pressurized in accordance with Sections 909.6.3 and 909.20. Legally required standby power shall be provided in accordance with Sections 909.11 and 2702.2.16 for buildings constructed in compliance with this section and be connected to stairway shaft pressurization equipment, elevators and lifts used for accessible means of egress (if provided), elevator hoistway pressurization equipment (if provided) and other life safety equipment as determined by the authority having jurisdiction. For the purposes of this section, legally required standby power shall comply with 2017 NEC Section 701.12, options (A), (B), (C), (D), (F), or (G) or subsequent revised section number(s). 506.2.3 Single-Occupancy, Multistory Buildings • The allowable area of a single-occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2: Aa = [At + (NS x lf) x Sa • where: 1. Aa = Allowable area (square feet). 2. At = Tabular allowable area factor (NS, S13R, S13D or SM value, as applicable) in accordance with Table 506.2. 3. NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered). 4. If = Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3. 5. Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four. 6. No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of Sa = 1. SECTION 705 - EXTERIOR WALLS 705.1 General. • Exterior walls shall comply with this section. 705.2 Projections. Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1405. Exterior egress balconies and exterior exit stairways and ramps shall comply with Sections 1021 and 1027, respectively. Projections shall not extend any closer to the line used to determine the fire separation distance than shown in Table 705.2. Exception:Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section for projections between the buildings. 705.2.3.1 Balconies and similar projections. Balconies and similar projections of combustible construction other than fire-retardant-treated wood shall be fire-resistance rated where required by Table 601 for floor construction or shall be of heavy timber construction in accordance with Section 2304.11. The aggregate length of the projections shall not exceed 50 percent of the building’s perimeter on each floor. Exceptions: 1. On buildings of Types I and II construction, three stories or less above grade plane, fire-retardant- treated wood shall be permitted for balconies, porches, decks and exterior stairways not used as required exits. 2. Untreated wood and plastic composites that comply with ASTM D7032 and Section 2612 are permitted for pickets, rails and similar guard components that are limited to 42 inches (1067 mm) in height. 3. Balconies and similar projections on buildings of Types III, IV and V construction shall be permitted to be of Type V construction and shall not be required to have a fire-resistance rating where sprinkler protection is extended to these areas. 4. Where sprinkler protection is extended to the balcony areas, the aggregate length of the balcony on each floor shall not be limited. 705.8 Openings • Per Table 705.8 (Maximum Area of Exterior Wall Opening based on Fire Separation Distance and Degree of Opening Protection (Distances Indicated below are based on "S" level of protection) (S = Unprotected openings in buildings equiped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1) • Less than 3': Not permitted • Between 3' and 5': 15% • Between 5' and 10': 25% • Between 10' and 15': 45% • Between 15' and 20': 75% • Greater than 20': Unlimited 705.8.1 Allowable Area of Openings • The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8 based on the fire separation distance of each individual story. • Exceptions: • In other than Group H occupancies, unlimited unprotected openings are permitted in the first story above grade plane where the wall faces one of the following: • 1.1. A street and has a fire separation distance of more than 15 feet (4572 mm). • 1.2. An unoccupied space. The unoccupied space shall be on the same lot or dedicated for public use, shall be not less than 30 feet (9144 mm) in width and shall have access from a street by a posted fire lane in accordance with the International Fire Code. 705.8.2 Protected Openings • Where openings are required to be protected, opening protectives shall comply with Section 716. SECTION 706 - FIRE WALLS 706.1 General • Fire walls shall be constructed in accordance with Sections 706.2 through 706.11. The extent and location of such fire walls shall provide a complete separation. Where a fire wall separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply. • 706.2 Structural stability. • Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions.Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section. • Exception:In Seismic Design Categories D through F, where double fire walls are used in accordance with NFPA 221, floor and roof sheathing not exceeding 3/4 inch (19.05 mm) thickness shall be permitted to be continuous through the wall assemblies of light frame construction. 706.4 Fire-Resistance Rating • Fire walls shall have a fire-resistance rating of not less than that required by Table 706.4. • Per Table 706.4 Fire Wall-Resistance Ratings, Group A, B, E, R-2, U are required to have a Fire resistance rating of 3 hours (Note a. In Type II or V construction, walls wshall be permitted to have a 2- hour fire resistance rating) • 706.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exterior walls. Exceptions: 1. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided that the exterior wall has a fire-resistance rating of not less than 1 hour for a horizontal distance of not less than 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. SECTION 707 - FIRE BARRIERS 707.4 Exterior walls.Where exterior walls serve as a part of a required fire-resistance-rated shaft or separation or enclosure for a stairway, ramp or exit passageway, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure or separation requirements shall not apply. Exception:Exterior walls required to be fire-resistance-rated in accordance with Section 1021 for exterior egress balconies, Section 1023.7 for interior exit stairways and ramps, Section 1024.8 for exit passageways and Section 1027.6 for exterior exit stairways and ramp. 707.5 Continuity.Fire barriers shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto. Such fire barriers shall be continuous through concealed space, such as the space above a suspended ceiling. Joints and voids at intersections shall comply with Sections 707.8 and 707.9. Exceptions: 1. Shaft enclosures shall be permitted to terminate at a top enclosure complying with Section 713.12. 2. Interior exit stairway and ramp enclosures required by Section 1023 and exit access stairway and ramp enclosures required by Section 1019 shall be permitted to terminate at a top enclosure complying with Section 713.12. 3. An exit passageway enclosure required by Section 1024.3 that does not extend to the underside of the roof sheathing, slab or deck above shall be enclosed at the top with construction of the same fire resistance rating as required for the exit passageway. SECTION 308 - INSTITUTIONAL GROUP I - (Future Daycare under separate permit.) 308.5 Institutional Group I-4, day care facilities. Institutional Group I-4 occupancy shall include buildings and structures occupied by more than five persons of any age who receive custodial care for fewer than 24 hours per day by persons other than parents or guardians, relatives by blood, marriage or adoption, and in a place other than the home of the person cared for. This group shall include, but not be limited to, the following: Adult day care Child day care 308.5.1 Classification as Group E. A child day care facility that provides care for more than five but not more than 100 children 21/2 years or less of age, where the rooms in which the children are cared for are located on a level of exit discharge serving such rooms and each of these child care rooms has an exit door directly to the exterior, shall be classified as Group E. SECTION 710 SMOKE PARTITIONS 710.1 General. Smoke partitions installed as required elsewhere in the code shall comply with this section. 710.2 Materials. The walls shall be of materials permitted by the building type of construction. 710.3 Fire-resistance rating. Unless required elsewhere in the code, smoke partitions are not required to have a fire-resistance rating. 710.4 Continuity. Smoke partitions shall extend from the top of the foundation or floor below to the underside of the floor or roof sheathing, deck or slab above or to the underside of the ceiling above where the ceiling membrane is constructed to limit the transfer of smoke. 710.5 Openings. Openings in smoke partitions shall comply with Sections 710.5.1 and 710.5.2. 710.5.1 Windows. Windows in smoke partitions shall be sealed to resist the free passage of smoke or be automatic-closing upon detection of smoke. 710.5.2 Doors. Doors in smoke partitions shall comply with Sections 710.5.2.1 through 710.5.2.3. 710.5.2.1 Louvers. Doors in smoke partitions shall not include louvers. 710.5.2.2 Smoke and draft control doors. Where required elsewhere in the code, doors in smoke partitions shall meet the requirements for a smoke and draft control door assembly tested in accordance with UL 1784. The air leakage rate of the door assembly shall not exceed 3.0 cubic feet per minute per square foot [0.015424 m3/(s • m 2)] of door opening at 0.10 inch (24.9 Pa) of water for both the ambient temperature test and the elevated temperature exposure test. Installation of smoke doors shall be in accordance with NFPA 105. 710.5.2.2.1 Smoke and draft control door labeling. Smoke and draft control doors complying only with UL 1784 shall be permitted to show the letter “S” on the manufacturer’s labeling. 710.5.2.3 Self- or automatic-closing doors. Where required elsewhere in the code, doors in smoke partitions shall be self- or automatic-closing by smoke detection in accordance with Section 716.2.6.6. 710.6 Penetrations. The space around penetrating items shall be filled with an approved material to limit the free passage of smoke. 710.7 Joints. Joints shall be filled with an approved material to limit the free passage of smoke. SECTION 603 - COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3: 1. Fire-retardant-treated wood shall be permitted in: 1. Nonbearing partitions where the required fire-resistance rating is 2 hours or less. 2. Nonbearing exterior walls where fire-resistance-rated construction is not required. 3. Roof construction, including girders, trusses, framing and decking. Exception:In buildings of Type IA construction exceeding two stories above grade plane,fire- retardant-treated wood is not permitted in roof construction where the vertical distance from the upper floor to the roof is less than 20 feet (6096 mm). 4.1 Balconies, porches, decks and exterior stairways not used as required exits on buildings three stories or less above grade plane. CODES AND REGULATIONS See Cover Sheet AG000 for Reference List of Applicable Codes TYPE OF CONSTRUCTION PER (Chapter 6) Construction Type: Type IA for (3) Levels: A-P1 (Basement Level), A-1 and A-2 Type VA for (5) Levels: A-3, A-4, A-5, A-6 and A-7 above Type I-A PROPOSED BUILDING AREAS AND HEIGHTS: • 7 stories above grade per IBC: (2) Type IA and (5) Type VA • Allowable Building Height: 70 ft • Allowable Number of Stories: 5 Stories Type VA above 3hr horizontal building separation (per 510.2) Building height per Section 504.3 Height in Feet • Per Table 504.3 Allowable Building Height above Grade Plane • Type 1-A Construction: Unlimited • Type V-A Construction: R-2 (S): Allowable Building Height: 70 ft • S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 • Table 504.3 Note h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. Building Number of Stories per Section 504.4 Number of Stories • Per Table 504.4 • Type 1-A Construction: Unlimited (A-3, B, E, R-2, S, U) • Type V-A Construction: R-2 (S): Allowable Number of Stories: 4 (5 Stories with Section 504.4.1) • S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 • Table 504.3 Note h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8. • Per Section 504.4.1 Stair Pressurization Increase the maximum number of stories may be increased by one provided the interior exit stairways and ramps are pressurized in accordance with Sections 909.6.3 and 909.20. Legally required standby power shall be provided in accordance with Sections 909.11 and 2702.2.16 for buildings constructed in compliance with this section. SECTION 506 - BUILDING AREA 506.2 Allowable Area Determination Per Table 506.2 Type 1-A Construction: Basic Allowable area: Unlimited (A,B,E,M,S,U, R) Type V-A Construction: R-2 (SM) Basic Allowable Area: 36,000 SF • Table 506.2 SM = Building two or more stories above grade plane equiped thoughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 Table 506.2 Note h. New Group R occupancies BUILDING HEIGHT = 422.3' - 353.18' = 69.38' (below the 70' per Section 504.3. See Diagram 1/CS029)) BUILDING AREAS -(See Detail 1/CS031 for Allowable Floor Area Calculations per section 506.2.3) (See Details 4,5,6,7,8/CS031 for Building Area Diagrams) Podium* West Tower WT-1* West Tower WT-2* East Tower ET-1* East Tower ET-2 * GROSS AREAS*: Type IA: Level B-P1 69,913 Level B-1 87,886 Level B-2 83,129 Type VA: Level B-3 18,678 11,495 15,816 13,233 Level B-4 18,678 11,495 22,638 16,639 Level B-5 18,678 11,495 22,638 16,639 Level B-6 18,678 11,495 22,638 16,639 Level B-7 18,678 11,495 22,638 16,639 Total 240,928 93,390 57,475 106,368 79,789 * Includes balconies and courts covered by roof or floor above. Excludes uncovered balconies, uncovered courts and vent shafts. OCCUPANCY CLASSIFICATIONS PER (Chapter 3) • Apartments - Group R-2 • Amenity Spaces - A-3, areas more than 750 SF and occupant load of 50 or greater. • Amenity Spaces - Group R-2 per 303.1.2 - Under 50 occupants and less than 750sf area • Outdoor Courtyard and Amenity Spaces greater than 50 occupants - Group A-3 • Outdoor Courtyard and Amenity Spaces less than 50 occupants and less than 750sf area - Group B • Exercise Room - Group A-3 • Business - Group B • Restaurants - Group A-2 • Retail Stores - Group M • Storage - Group S-1 (medium hazzard and over 100sf area) • Storage - Group S-2 Accessory (per 311.1) • Parking - Group S-2 (open and enclosed parking structure) SECTION 508 - MIXED USE AND OCCUPANCY • 508.2.4 Separation of Occupancies • No separation is required between accessory occupancies and the main occupancy. • Exceptions: • Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420. SECTION 510 SPECIAL PROVISIONS • 510.2 Horizontal Building Separation Allowance • A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met: • 1. The buildings are separated with a horizontal assembly having a fire-resistance rating of not less than 3 hours where vertical offsets are provided as part of a horizontal assembly, the vertical offset and the structure supporting the vertical offset shall have a fire-resistance rating of not less than 3 hours. • 2. The building below the horizontal assembly is of Type IA construction. • 3. Shaft, stairway, ramp and escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accordance with Section 716. • Exception:Where the enclosure walls below the horizontal assembly have not less than a 3- hour fire-resistance rating with opening protectives in accordance with Section 716, the enclosure walls extending above the horizontal assembly shall be permitted to have a 1-hour fire-resistance rating, provided: • 1. The building above the horizontal assembly is not required to be of Type I construction; • 2. The enclosure connects fewer than four stories; and • 3. The enclosure opening protectives above the horizontal assembly have a fire protection rating of not less than 1 hour. • 4. Interior exit stairways located within the Type IA building are permitted to be of combustible materials where both of the following requirements are met: • 4.1. The building above the Type IA building is of Type III, IV, or V construction. • 4.2. The stairway located in the Type IA building is enclosed by 3-hour fire-resistance- rated construction with opening protectives in accordance with Section 716 • 4. The building or buildings above the horizontal assembly shall be permitted to have multiple Group A occupancy uses, each with an occupant load of less than 300, or Group B, Group I-1, Condition 2 licensed care facilities, M, R, or S occupancies. • 5. The building below the horizontal assembly shall be protected throughout by an approved automatic sprinkler system in accordance with Section 903.3.1.1, and shall be permitted to be any occupancy allowed by this code except Group H. • 6. The maximum building height in feet (mm) shall not exceed the limits set forth in Section 504.3 for the building having the smaller allowable height as measured from the grade plane. Group I-1, Condition 2 licensed care facilities shall be permitted to use the values for maximum height in feet for Group R-2 occupancies. 706.8 Openings. Each opening through a fire wall shall be protected in accordance with Section 716 and shall not exceed 156 square feet (15 m2). The aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall. Exceptions: 1. Openings are not permitted in party walls constructed in accordance with Section 706.1.1. 2. Openings shall not be limited to 156 square feet (15 m2) where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1. 706.9 Penetrations. Penetrations of fire walls shall comply with Section 714. 706.10 Joints. Joints made in or between fire walls shall comply with Section 715. 706.11 Ducts and air transfer openings. Ducts and air transfer openings shall not penetrate fire walls. Exception:Penetrations by ducts and air transfer openings of fire walls that are not on a lot line shall be allowed provided that the penetrations comply with Section 717. The size and aggregate width of all openings shall not exceed the limitations of Section 706.8. SECTION 708 - FIRE PARTITIONS 708.1 General • The following wall assemblies shall comply with this section. • 1. Separation walls as required by Section 420.2 for Group I-1 and Group R occupancies • 3. Corridor walls as required by Section 1020.1. • 4. Enclosed elevator lobby separation as required by Section 3006.2. 708.3 Fire-Resistance Rating • Fire partitions shall have a fire-resistance rating of not less than 1 hour. 708.4 Continuity • Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below and be securely attached to one of the following: • 1. The underside of the floor or roof sheathing, deck or slab above. • 2. The underside of a floor/ceiling or roof/ceiling assembly having a fire-resistance rating that is not less than the fire-resistance rating of the fire partition. 708.4.1 Supporting Construction • The supporting construction for a fire partition shall have a fire-resistance rating that is equal to or greater than the required fire-resistance rating of the supported fire partition. 708.5 Exterior Walls • Where exterior walls serve as a part of a required fire-resistance-rated separation, such walls shall comply with the requirements of Section 705 for exterior walls, and the fire-resistance-rated separation requirements shall not apply. SECTION 713 - SHAFT ENCLOSURES 713.1 General • The provisions of this section shall apply to shafts required to protect openings and penetrations through floor/ceiling and roof/ceiling assemblies. Interior exit stairways and ramps shall be enclosed in accordance with Section 1023. 713.2 Construction • Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 711, or both. 713.4 Fire-Resistance Rating • Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1. 713.5 Continuity • Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, and shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.2.2 for horizontal assemblies, as applicable. 713.7 Openings • Openings in a shaft enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section 716.2.6.6. 706.5.2 Horizontal projecting elements. Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal projecting elements without concealed spaces, provided that the exterior wall behind and below the projecting element has not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided that a minimum 1-hour fire-resistance-rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1-hour fire-resistance- rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire-resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wallbehind and below the projecting element shall be of not less than 1-hour fire- resistance-rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 706.6 Vertical Continuity • Fire walls shall extend from the foundation to a termination point not less than 30 inches (762 mm) above both adjacent roofs. • Exceptions: • 1. Stepped buildings in accordance with Section 706.6.1. • 2. Two-hour fire-resistance-rated walls shall be permitted to terminate at the underside of the roof sheathing, deck or slab, provided that: • 2.1. The lower roof assembly within 4 feet (1220 mm) of the wall has not less than a 1- hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour. • 2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. • 2.3. Each building shall be provided with not less than a Class B roof covering. SECTION 706 - FIRE WALLS (Continued) 706.5.1 Exterior walls. Where the fire wall intersects exterior walls, the fire-resistance rating and opening protection of the exterior walls shall comply with one of the following: 1. The exterior walls on both sides of the fire wall shall have a 1-hour fire-resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire-resistance rating of the exterior wall shall extend not less than 4 feet (1220 mm) on each side of the intersection of the fire wall to exterior wall.Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) do not need exterior wall protection. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) SECTION 716 - OPENING PROTECTIVES 716.2.6.1Door closing. Fire doors shall be latching and self- or automatic-closing in accordance with this section. Exceptions: 1. 1.Fire doors located in common walls separating sleeping units in Group R-1 shall be permitted without automatic- or self-closing devices. 2. 2.The elevator car doors and the associated hoistway enclosure doors at the floor level designated for recall in accordance with Section 3003.2 shall be permitted to remain open during Phase I emergency recall operation. SECTION 717 - DUCTS AND AIR TRANSFER OPENINGS 717.5.4.1Corridors. Duct and air transfer openings that penetrate corridors shall be protected with dampers as follows: 1. 1.A corridor damper shall be provided where corridor ceilings, constructed as required for the corridor walls as permitted in Section 708.4, Exception 3, are penetrated. 2. 2.A ceiling radiation damper shall be provided where the ceiling membrane of a fire-resistance-rated floor- ceiling or roof-ceiling assembly, constructed as permitted in Section 708.4, Exception 2, is penetrated. 3. 3.A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates a corridor enclosure required to have smoke and draft control doors in accordance with Section 716.2.2.1. Exceptions: 1. 1.Smoke dampers are not required where the building is equipped throughout with an approved smoke control system in accordance with Section 909, and smoke dampers are not necessary for the operation and control of the system. 2. 2.Smoke dampers are not required in corridor penetrations where the duct is constructed of steel not less than 0.019 inch (0.48 mm) in thickness and there are no openings serving the corridor. NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 2 HR FIRE WALL BLDG AREAS: LEVELS 4-7 WEST TOWER WT-1: 18,678 SF WEST TOWER WT-2: 11,495 SF EAST TOWER ET-1: 22,638 SF EAST TOWER ET-2: 16,639 SF WEST TOWER BLDG AREA WT-2 WEST TOWER BLDG AREA WT-1 EAST TOWER BLDG AREA ET-2 EAST TOWER BLDG AREA ET-1 2 HR FIRE WALL LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" D E E.7C F GB.3BA.6 LEVEL B-PIT 336' -0" HE.3C.5A TYPE VATYPE 1ATYPE VATYPE 1A3HR HORIZONTAL BUILDING SEPARATION PER 510.2 B.2 A.8 F.3 2HR RATED FIREWALL WEST TOWER 160.32'249.95'81.14'105.86' 61.41'247.25'78.55'82.85'193.27'104.02'204.48'10.75'7.56' 36.01'13.04'81.79'17.00'115.55' 120.01'124.49'69.79'73.59' 112.38'30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" EAST TOWER PROPERTY LINE 2HR RATED FIREWALL WEST TOWER BLDG AREA WT-2 WEST TOWER BLDG AREA WT-1 EAST TOWER BLDG AREA ET-2 EAST TOWER BLDG AREA ET-170.05'2 HR FIRE WALL 2 HR FIRE WALL BLDG AREAS: LEVEL 3 WEST TOWER WT-1: 18,678 SF WEST TOWER WT-2: 11,495 SF EAST TOWER ET-1: 15,816 SF R-2 = 14,400 SF A-3 = 1,416 SF TOT = 15,906 SF EAST TOWER ET-2: 13,233 SF OPEN TO BELOWOPEN TO BELOW OPEN TO BELOW WEST TOWER BLDG AREA WT-2 WEST TOWER BLDG AREA WT-1 EAST TOWER BLDG AREA ET-2 EAST TOWER BLDG AREA ET-1 BLDG AREAS: LEVEL 2 TYPE 1A: UNLIMITED AREA: 83,129 SF OPEN TO BELOW BLDG AREAS: LEVEL P1 TYPE 1A: UNLIMITED AREA: 69,913 SF BLDG AREAS: LEVEL 1 TYPE 1A: UNLIMITED AREA: 87,886 SF WEST TOWER (BLDG AREA: WT-1) If = [F/P - 0.25] W/30 If = [660.22/1058.66 - 0.25] x 30/30 = 0.374 W = (Ln x w1 + L2 x w2, ...)/F = 30 SINGLE OCCUPANCY, MULTISTORY (R-2, 5 LEVELS), PER 506.2.3 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa [36,000 + (12,000 x .374)] x 3 = 121,464 SF FLOOR AREA (Levels 3-7) = 18,706 SF 5 FLOORS = TOTAL NORTH = 93,530 SF 93,706 < 121,464 THEREFORE OK WEST TOWER (BLDG AREA: WT-2) If = [F/P - 0.25] W/30 If = [344.73/476.19 - 0.25] x 30/30 = 0.474 W = (Ln x w1 + L2 x w2, ...)/F = 30 SINGLE OCCUPANCY, MULTISTORY (R-2, 5 LEVELS), PER 506.2.3 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa [36,000 + (12,000 x .474)] x 3 = 125,062 SF FLOOR AREA (Levels 3-7) = 11,569 SF 5 FLOORS = TOTAL NORTH = 57,845 SF 57,845 < 125,062 THEREFORE OK EAST TOWER (BLDG AREA: ET-1) If = [F/P - 0.25] W/30 If = [480.60/795.23.16 - 0.25] x 30/30 = 0.354 W = (Ln x w1 + L2 x w2, ...)/F = 30 MIXED OCCUPANCY, MULTISTORY (R-2 + A-3, 5 LEVELS), PER 506.2.4 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa [36,000 + (12,000 x .354)] = 40,248 SF FLOOR AREAS Level 3 = 15,906 SF R-2 = 14,490 A-3 = 1,416 TOT= 15,906 A-3 < 10% OF AREA THEREFORE ACCESSORY Level 3: 15,906/40,248 = 0.395 Levels 4-7: 22,765/40,248 = 0.565 AGGREGATE SUM OF RATIOS 0.395 + 0.565 + 0.565 + 0.565 + 0.565 = 2.655 2.655 < 3 THEREFORE OK EAST TOWER (BLDG AREA: ET-2) If = [F/P - 0.25] W/30 If = [480.60/795.23.16 - 0.25] x 30/30 = 0.354 W = (Ln x w1 + L2 x w2, ...)/F = 30 SINGLE OCCUPANCY, MULTISTORY (R-2, 5 LEVELS), PER 506.2.3 TABLE 506.2 ALLOWABLE AREA 36,000 SF Aa=[At + (NS x If)] x Sa [36,000 + (12,000 x ..231)] x 3 = 116,303 SF FLOOR AREAS Level 3 = 15,760 SF Levels 4-7 (22,765 SF x 4) = 91,060 SF TOTAL 106,820 SF TOTAL SOUTH FA-1 =106,820 SF 106,820 < 116,303 THEREFORE OK ALLOWABLE FLOOR AREA PER 506.2.3 SINGLE OCCUPANCY, MULTISTORY BUILDINGS & 506.2.4 MIXED OCCUPANCY, MULTISTORY BUILDINGS 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:41:57 AM BUILDING CODE SUMMARY CS031 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 SECTION 1020 - CORRIDORS 1020.1 Construction. Corridors shall be fire-resistance rated in accordance with Table 1020.1. The corridor walls required to be fire- resistance rated shall comply with Section 708 for fire partitions. 1020.1.1 Hoistway opening protection. Elevator hoistway openings shall be protected in accordance with Section 3006.2.1. SECTION C402 BUILDING ENVELOPE REQUIREMENTS C402.5.7 Vestibules.All building entrances shall be protected with an enclosed vestibule, with all doors opening into and out of the vestibule equipped with self-closing devices. Vestibules shall be designed so that in passing through the vestibule it is not necessary for the interior and exterior doors to open at the same time. The installation of one or more revolving doors in the building entrance shall not eliminate the requirement that a vestibule be provided on any doors adjacent to revolving doors. For the purposes of this section, “building entrances” shall include exit-only doors in buildings where separate doors for entering and exiting are provided. Interior and exterior doors shall have a minimum distance between them of not less than 7 feet. The exterior envelope of conditioned vestibules shall comply with the requirements for a conditioned space. Either the interior or exterior envelope of unconditioned vestibules shall comply with the requirements for a conditioned space. The building lobby is not considered a vestibule. Exception:Vestibules are not required for the following: 4. Doors between an enclosed space smaller than 3,000 square feet (298 m2) in area and the exterior of the building or the building entrance lobby, where those doors do not comprise one of the primary building entrance paths to the remainder of the building. The space must be enclosed and separated without transfer air paths from the primary building entrance paths. If there are doors between the space and the primary entrance path then the doors shall be equipped with self-closing devices so the space acts as a vestibule for the primary building entrance. SECTION 1009 - ACCESSIBLE MEANS OF EGRESS 1009.3 Stairways. In order to be considered part of an accessible means of egress, a stairway between stories shall comply with Sections 1009.3.1 through 1009.3.3. 1009.3.1 Exit access stairways. Exit access stairways that connect levels in the same story are not permitted as part of an accessible means of egress. Exception:Exit access stairways providing means of egress from mezzanines are permitted as part of an accessible means of egress. 1009.3.2 Stairway width. Stairways shall have a clear width of 48 inches (1219 mm) minimum between handrails. Exceptions: 1. The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 2. The clear width of 48 inches (1219 mm) between handrails is not required for stairways accessed from a refuge area in conjunction with a horizontal exit. 1009.3.3 Area of refuge. Stairways shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from an area of refuge complying with Section 1009.6. Exceptions: 1. Areas of refuge are not required at stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 1009.4 Elevators. In order to be considered part of an accessible means of egress, an elevator shall comply with Sections 1009.4.1 and 1009.4.2. 1009.4.1 Standby power. The elevator shall meet the emergency operation and signaling device requirements of Section 2.27 of ASME A17.1/CSA B44. Standby power shall be provided in accordance with Chapter 27 and Section 3003. 1009.4.2 Area of refuge. The elevator shall be accessed from an area of refuge complying with Section 1009.6. Exceptions: 1. Areas of refuge are not required in buildings and facilities equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. SECTION 1006 - NUMBER OF EXITS AND EXIT ACCESS DOORWAYS 1006.2 Egress from spaces. 1006.2.1 Egress based on occupant load and common path of egress travel distance. SECTION 3006 ELEVATOR LOBBIES AND HOISTWAY OPENING PROTECTION 3006.2.1 Rated Corridors. Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway opening protection.Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3, and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. SECTION1510 - ROOFTOP STRUCTURES [BG] 1510.2.1 Height above roof deck. Penthouses constructed on buildings of other than Type I construction shall not exceed 18 feet (5486 mm) in height above the roof deck as measured to the average height of the roof of the penthouse. Penthouses located on the roof of buildings of Type I construction shall not be limited in height. Exception:Where used to enclose tanks or elevators that travel to the roof level, penthouses shall be permitted to have a maximum height of 28 feet (8534 mm) above the roof deck. SECTION 1004 - OCCUPANT LOAD 1004.5 Areas Without Fixed Seating • The number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.5. For areas without fixed seating, the occupant load shall be not less than that number determined by dividing the floor area under consideration by the occupant load factor assigned to the function of the space as set forth in Table 1004.5. Where an intended function is not listed in Table 1004.5, the building official shall establish a function based on a listed function that most nearly resembles the intended function. • Exception: Where approved by the building official, the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load. 1004.6 Fixed Seating • For areas having fixed seats and aisles, the occupant load shall be determined by the number of fixed seats installed therein. The occupant load for areas in which fixed seating is not installed, such as waiting spaces, shall be determined in accordance with Section 1004.5 and added to the number of fixed seats. • For areas having fixed seating without dividing arms, the occupant load shall be not less than the number of seats based on one person for each 18 inches (457 mm) of seating length. 1004.7 Outdoor Areas • Yards, patios, occupied roofs, courts and similar outdoor areas accessible to and usable by the building occupants shall be provided with means of egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. • Exceptions: • 1. Outdoor areas used exclusively for service of the building need only have one means of egress. • 2. Both outdoor areas associated with Group R-3 and individual dwelling units of Group R-2. 1023.2 Construction • Enclosures for interior exit stairways and ramps shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Interior exit stairway and ramp enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories. The number of stories connected by the interior exit stairways or ramps shall include any basements, but not any mezzanines. Interior exit stairways and ramps shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. • Exceptions: • 3. Interior exit stairway in accordance with Section 510.2 1028.1 General • Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide a direct path of egress travel to grade. The exit discharge shall not reenter a building. The combined use of Exceptions 1 and 2 shall not exceed 50 percent of the number and minimum width or required capacity of the required exits. • Exceptions: • 1. Not more than 50 percent of the number and minimum width or required capacity of interior exit stairways and ramps is permitted to egress through areas on the level of discharge provided that all of the following conditions are met: 1. 1.1. Discharge of interior exit stairways and ramps shall be provided with a free and unobstructed path of travel to an exterior exit door and such exit is readily visible and identifiable from the point of termination of the enclosure. 2. 1.2. The entire area of the level of exit discharge is separated from areas below by construction conforming to the fire-resistance rating for the enclosure. 3. 1.3. The egress path from the interior exit stairway and ramp on the level of exit discharge is protected throughout by an approved automatic sprinkler system. Portions of the level of exit discharge with access to the egress path shall be either equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, or separated from the egress path in accordance with the requirements for the enclosure of interior exit stairways or ramps. 4. 1.4. Where a required interior exit stairway or ramp and an exit access stairway or ramp serve the same floor level and terminate at the same level of exit discharge, the termination of the exit access stairway or ramp and the exit discharge door of the interior exit stairway or ramp shall be separated by a distance of not less than 30 feet (9144 mm) or not less than one-fourth the length of the maximum overall diagonal dimension of the building, whichever is less. The distance shall be measured in a straight line between the exit discharge door from the interior exit stairway or ramp and the last tread of the exit access stairway or termination of slope of the exit access ramp. SECTION 909 SMOKE CONTROL SYSTEMS • 909.6.3 Pressurized Stairways and Elevator Hoistways • Where stairways or elevator hoistways are pressurized, such pressurization systems shall comply with Section 909 as smoke control systems, in addition to the requirements of Sections 909.20 of this code and 909.21 of the International Fire Code. • 909.20 Smokeproof Enclosures • Where required by Section 1023.11, a smokeproof enclosure shall be constructed in accordance with this section. A smokeproof enclosure shall consist of an interior exit stairway or ramp that is enclosed in accordance with the applicable provisions of Section 1023 and an open exterior balcony or ventilated vestibule meeting the requirements of this section. Where access to the roof is required by the International Fire Code, such access shall be from the smokeproof enclosure where a smokeproof enclosure is required. SECTION 1005 -MEANS OF EGRESS SIZING 1005.6 Egress Convergence • Where the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall be not less than the largest minimum width or the sum of the required capacities for the stairways or ramps serving the two adjacent stories, whichever is larger. 1" = 80'-0"8 BUILDING AREA - LEVELS 4-7 1" = 20'-0"2 BUILDING B - CROSS SECTION - CONSTRUCTION TYPE DIAGRAM 1" = 50'-0"1 ALLOWABLE FLOOR AREA PER SECTION 506.2.4 (TYPICAL LEVEL 4-7) 1" = 80'-0"7 BUILDING AREA - LEVEL 3 1" = 80'-0"6 BUILDING AREA - LEVEL 2 1" = 80'-0"4 BUILDING AREA - LEVEL P1 1" = 80'-0"5 BUILDING AREA - LEVEL 1 SECTION 1007 - EXIT AND EXIT ACCESS DOORWAY CONFIGURATION 1007.1.1 Two Exits or Exit Access Doorways Where two exits, exit access doorways, exit access stairways or ramps, or any combination thereof, are required from any portion of the exit access, they shall be placed a distance apart equal to not less than one- half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between them. Interlocking or scissor stairways shall be counted as one exit stairway. • Exceptions: 1. Where interior exit stairways or ramps are interconnected by a 1-hour fire-resistance-rated corridor conforming to the requirements of Section 1020, the required exit separation shall be measured along the shortest direct line of travel within the corridor. 2. Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance shall be not less than one-third of the length of the maximum overall diagonal dimension of the area served. SECTION 1017 - EXIT ACCESS TRAVEL DISTANCE 1017.1 General • Travel distance within the exit access portion of the means of egress system shall be in accordance with this section. 1017.2 Limitations • Exit access travel distance shall not exceed the values given in Table 1017.2. Level 3 Courtyard A-3 5,126 345 OCC Occupancy Type Square Footage Occupancy Load Total 152,464 852 Unoccupied 3,649 0 S-2 VA 810 4 S-1 VA 2,356 26 R-2 VA 145,204 792 B VA 0 0 West Tower A-3 VA 445 30 Building Occupancy Type Construction Type Square Footage Occupancy Load Total 188,342 1,076 Unoccupied VA 3,816 0 S-2 VA 1,964 19 S-1 VA 3,239 30 R-2 VA 177,392 897 B VA 0 0 East Tower A-3 VA 1,931 130 Building Occupancy Type Construction Type Square Footage Occupancy Load Note * A-2 & M occupancies are future TI Tenant Improvement Occupancies Total 14,008 335 M* IA 10,233 173 A-2* 1A 3,775 162 Total 224,380 1,542 Unoccupied 1A 5,796 0 Accessory (A-3) 1A 4,915 0 S-2 IA 164,644 824 S-1 IA 6,675 27 R-2 IA 24,929 127 I4 1A 9,576 274 B IA 1,707 14 Garage/Podium A-3 1A 6,138 276 Building Occupancy Type Construction Type Square Footage Occupancy Load BUILDING B - SUMMARY TABLE OF OCCUPANCY AREA AND LOAD PER CONSTRUCTION TYPE NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP UP 136' - 9" 18' - 6"13' - 4" 18' - 6" 64' - 0"287' - 6" 14' - 6"39' - 0" 41' - 6"38' - 4" 14' - 9"92' - 10" 85' - 9"17' - 8" 251' - 1" DNDN DNDN DN DNDN DN UP DN UP DN UP UP UP 54' - 9" 19' - 1" 34' - 3" 67' - 0"20' - 4" 62' - 6"74' - 6" 14' - 0"36' - 0" 57' - 3"18' - 6" 133' - 1"35' - 0" 40' - 0"92' - 9" 23' - 4" 78' - 6" 172' - 3"48' - 4" 5' - 6"4' - 6"16' - 0"19' - 6" 10' - 0"12' - 6" 6' - 4" 16' - 5"16' - 0" 56' - 0"18' - 3" 41' - 0" 103' - 3"27' - 9"28' - 4" 80' - 0"38' - 1" 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 197 SF STAIR 2W UNOCCUPIED 0 SF / 4,635 SF MAINTENANCE S-1 300 SF / 16 OCC 88 SF ELEVATOR 2W UNOCCUPIED 0 SF / 84 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 77 SF ELEVATOR 1W UNOCCUPIED 0 SF /187 SF STAIR 1W UNOCCUPIED 0 SF / 61 SF UTILITY RM S-2 300 SF / 1 OCC 62,329 SF PARKING S-2 200 SF / 312 OCC 199 SF STAIR 1E UNOCCUPIED 0 SF / 88 SF ELEVATOR 1E UNOCCUPIED 0 SF / 82 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 80 SF ELEVATOR 2E UNOCCUPIED 0 SF / 200 SF STAIR 2E UNOCCUPIED 0 SF /387 SF WATER + PUMP S-2 300 SF / 2 OCC OCCUPANCY LEGEND A-3 S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 202 SF STAIR P1 UNOCCUPIED 0 SF / 220 SF EXIT CORRIDOR UNOCCUPIED 0 SF / 122 SF SHAFT UNOCCUPIED 0 SF / 115 SF SPRINKLER ROOM S-2 300 SF / 1 OCC 323 SF SWITCHGEAR ROOM S-2 300 SF / 2 OCC 155 SF SHAFT UNOCCUPIED 0 SF / 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 54,559 SF PARKING S-2 2 3 A.6 H E.3 C.5 A 9,576 SF DAYCARE I-4 35 SF / 274 OCC 200 SF STAIR 2W UNOCCUPIED 0 SF / 596 SF SWITCHGEAR S-2 300 SF / 2 OCC 907 SF TRASH S-2 300 SF / 4 OCC 200 SF STAIR 2E UNOCCUPIED 0 SF / 94 SF ELEVATOR 2W UNOCCUPIED 0 SF / 90 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 438 SF TRASH S-1 300 SF / 2 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / 6,075 SF RESIDENTIAL R-2 200 SF / 31 OCC 200 SF STAIR 1E UNOCCUPIED 0 SF / 95 SF ELEVATOR 1E UNOCCUPIED 0 SF / 144 SF ELEVATOR LOBBY ACCESSORY (A3) 0 SF / 1,564 SF BASKETBALL COURT A-3 50 SF / 32 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 1,181 SF STORAGE S-1 300 SF / 4 OCC 685 SF COMMERCIAL KITCHEN A-2 200 SF / 4 OCC 1,728 SF RESIDENTIAL CORRIDOR R-2 200 SF / 9 OCC 361 SF LOBBY A-3 15 SF / 25 OCC OCCUPANCY LEGEND A-2 A-3 ACCESSORY (A3) B I-4 M R-2 S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 201 SF STAIR P1 UNOCCUPIED 0 SF / 230 SF EXIT PASSAGE UNOCCUPIED 0 SF / 1,455 SF RETAIL COMMERCIAL M 60 SF / 25 OCC1,045 SF DINING A-2 15 SF / 70 OCC 495 SF WORK FROM HOME A-3 15 SF / 34 OCC 286 SF CONFERENCE A-3 15 SF / 20 OCC 631 SF MAIL ROOM B 150 SF / 5 OCC 229 SF PARCEL ROOM S-1 300 SF / 1 OCC 259 SF WORK/KITCHENETTE B 150 SF / 2 OCC 84 SF MAINT OFFICE B 150 SF / 1 OCC 73 SF RESTROOM ACCESSORY (A3) 0 SF / 150 SF MANAGERS OFFICE B 150 SF / 2 OCC 139 SF A MANAGER OFFICE B 150 SF / 1 OCC 444 SF LEASING OFFICE B 150 SF / 3 OCC 197 SF STAIR 1S UNOCCUPIED 0 SF / 77 SF SHAFT UNOCCUPIED 0 SF / RESIDENTIAL TOWNHOUSE UNITS EXIT DIRECTLY TO EXTERIOR AT GRADE 155 SF SHAFT UNOCCUPIED 0 SF / 630 SF EXIT PASSAGE UNOCCUPIED 0 SF / 1,864 SF AMENITY CIRCULATION ACCESSORY (A3) 0 SF / 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:42:10 AM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS032 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"3 A-FP B-P1 CODE OCC 1" = 20'-0"4 A-FP-B-1 CODE OCC BLDG B Area Schedule (Occupancy) - B-1 Comments Name OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD EXIT PASSAGE UNOCCUPIED 0 230 EXIT PASSAGE UNOCCUPIED 0 630 SHAFT UNOCCUPIED 0 77 SHAFT UNOCCUPIED 0 155 STAIR 1S UNOCCUPIED 0 197 STAIR P1 UNOCCUPIED 0 201 1,489 0 ELEVATOR 1E UNOCCUPIED 0 95 ELEVATOR 1W UNOCCUPIED 0 83 ELEVATOR 2E UNOCCUPIED 0 76 ELEVATOR 2W UNOCCUPIED 0 94 STAIR 1E UNOCCUPIED 0 200 STAIR 1W UNOCCUPIED 0 200 STAIR 2E UNOCCUPIED 0 200 STAIR 2W UNOCCUPIED 0 200 1,147 0 AMENITY BASKETBALL COURT A-3 50 1,564 NET 32 AMENITY CONFERENCE A-3 15 286 NET 20 AMENITY LOBBY A-3 15 361 NET 25 AMENITY WORK FROM HOME A-3 15 495 NET 34 AMENITY AMENITY CIRCULATION ACCESSORY (A3) 0 1,864 NET AMENITY ELEVATOR LOBBY ACCESSORY (A3) 0 144 AMENITY RESTROOM ACCESSORY (A3) 0 73 AMENITY A MANAGER OFFICE B 150 139 GROSS 1 AMENITY LEASING OFFICE B 150 444 GROSS 3 AMENITY MAIL ROOM B 150 631 GROSS 5 AMENITY MAINT OFFICE B 150 84 GROSS 1 AMENITY MANAGERS OFFICE B 150 150 GROSS 2 AMENITY WORK/KITCHENETTE B 150 259 GROSS 2 AMENITY PARCEL ROOM S-1 300 229 GROSS 1 AMENITY 6,723 126 COM EXIT TO EXT COMMERCIAL KITCHEN A-2 200 685 GROSS 4 COM EXIT TO EXT DINING A-2 15 1,045 GROSS 70 COM EXIT TO EXT RETAIL COMMERCIAL M 60 1,455 GROSS 25 COM EXIT TO EXT 3,185 99 DC TO EXTERIOR DAYCARE I-4 35 9,576 NET 274 DC TO EXTERIOR 9,576 274 EXTERIOR EXIT SWITCHGEAR S-2 300 596 GROSS 2 EXTERIOR EXIT TRASH S-2 300 907 GROSS 4 EXTERIOR EXIT 1,503 6 PARKING STORAGE S-1 300 1,181 GROSS 4 PARKING TRASH S-1 300 438 GROSS 2 PARKING PARKING S-2 200 54,559 GROSS 273 PARKING 56,178 279 RES EXIT TO EXTERIOR RESIDENTIAL R-2 200 6,075 GROSS 31 RES EXIT TO EXTERIOR 6,075 31 RESIDENTIAL ELEVATOR LOBBY A-3 15 90 NET 7 RESIDENTIAL RESIDENTIAL CORRIDOR R-2 200 1,728 GROSS 9 RESIDENTIAL 1,819 16 LEVEL B-1: 40 87,694 831 BLDG B Area Schedule (Occupancy) - B-P1 Comments Name OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD SPRINKLER ROOM S-2 300 115 GROSS 1 SWITCHGEAR ROOM S-2 300 323 GROSS 2 EXIT CORRIDOR UNOCCUPIED 0 220 SHAFT UNOCCUPIED 0 122 SHAFT UNOCCUPIED 0 155 STAIR P1 UNOCCUPIED 0 202 6 1,137 3 ELEVATOR 1E UNOCCUPIED 0 88 ELEVATOR 1W UNOCCUPIED 0 77 ELEVATOR 2E UNOCCUPIED 0 80 ELEVATOR 2W UNOCCUPIED 0 88 STAIR 1E UNOCCUPIED 0 199 STAIR 1W UNOCCUPIED 0 187 STAIR 2E UNOCCUPIED 0 200 STAIR 2W UNOCCUPIED 0 197 8 1,115 0 MAINTENANCE MAINTENANCE S-1 300 4,635 GROSS 16 1 4,635 16 PARKING ELEVATOR LOBBY A-3 15 84 NET 6 PARKING ELEVATOR LOBBY A-3 15 82 NET 6 PARKING PARKING S-2 200 62,329 GROSS 312 PARKING UTILITY RM S-2 300 61 GROSS 1 PARKING WATER + PUMP S-2 300 387 GROSS 2 5 62,943 327 Grand total: 20 69,831 346 OCCUPANCY AREA SCHEDULE NOTES: * LEVEL B-1 TOWNHOUSE UNITS EXIT DIRECTLY TO EXTERIOR AT GRADE NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION DN DN DNUP DN UP D E E.7 C G B.3 B A.6 H E.3 C.5 A A.7 A.10 DN DN 45' - 6" 153' - 11" 6' - 0"7' - 0"16' - 0" 16' - 0"16' - 0"16' - 0" 76' - 0"9' - 0" 70' - 0" 8' - 0"17' - 0" 7' - 0"15' - 0" 179' - 0"6' - 6" 29' - 0" 35' - 7"99' - 0"8' - 1" 4' - 6"44' - 3" 104' - 6"11' - 8" 28' - 0"32' - 6" 47' - 4"24' - 0" 88' - 0"9' - 2" 96' - 0"29' - 0" 31' - 0"8' - 11"42' -8"47' - 0" 65' - 5" 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 45,366 SF PARKING S-2 200 SF / 227 OCC 231 SF STAIR 2E UNOCCUPIED 0 SF / 40 SF TRASH S-1 300 SF / 1 OCC 647 SF COMMERCIAL CORRIDOR M 60 SF / 11 OCC 988 SF COMMERCIAL CORRIDOR M 60 SF / 17 OCC 86 SF ELEVATOR 2E UNOCCUPIED 0 SF / 142 SF ELEVATOR LOBBY ACCESSORY (A3) 0 SF / 96 SF ELEVATOR 1E UNOCCUPIED 0 SF / 1,622 SF AMENITY A-3 15 SF / 109 OCC 6,760 SF RESIDENTIAL R-2 200 SF / 34 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 200 SF STAIR 1W UNOCCUPIED 0 SF / 200 SF STAIR 2W UNOCCUPIED 0 SF / 66 SF TRASH S-1 300 SF / 1 OCC 199 SF STAIR 1E UNOCCUPIED 0 SF / 891 SF CORRIDOR R-2 200 SF / 5 OCC 2,518 SF RETAIL COMMERCIAL M 60 SF / 42 OCC OCCUPANCY LEGEND A-2 A-3 ACCESSORY (A3) M R-2 S-1 S-2 UNOCCUPIED 647 SF COMMERCIAL CORRIDOR M 60 SF / 11 OCC OPEN TO BELOW B.2 A.8 19.3 F.3 9,475 SF RESIDENTIAL R-2 200 SF / 48 OCC 44 SF STORAGE S-1 300 SF / 1 OCC 799 SF COMMERCIAL KITCHEN A-2 200 SF / 4 OCC 43 SF STORAGE S-1 300 SF / 1 OCC 2,262 SF CORRIDOR ACCESSORY (A3) 0 SF /253 SF EXCERCISE A-3 50 SF / 6 OCC 1,213 SF EXCERCISE A-3 50 SF / 25 OCC 150 SF RESTROOM ACCESSORY (A3) 0 SF / 157 SF RESTROOM ACCESSORY (A3) 0 SF /122 SF EQUIPMENT ACCESSORY (A3) 0 SF / 156 SF STAIR P1 UNOCCUPIED 0 SF /1,246 SF RESTAURANT SEATING A-2 15 SF / 84 OCC 1,573 SF RETAIL COMMERCIAL M 60 SF / 27 OCC 3,052 SF RETAIL COMMERCIAL M 60 SF / 51 OCC 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 200 SF STAIR 2W UNOCCUPIED 0 SF / 2,299 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 46 SF RES STORAGE S-1 300 SF / 1 OCC 44 SF RES STORAGE S-1 300 SF / 1 OCC 80 SF SHAFT UNOCCUPIED 0 SF / 155 SF RES STORAGE S-1 300 SF / 1 OCC 146 SF BIKE STORAGE S-1 300 SF / 1 OCC 162 SF UTILITY RM S-2 300 SF / 1 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 69 SF TRASH S-1 300 SF / 1 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / 28,188 SF RESIDENTIAL R-2 200 SF / 141 OCC 123 SF BIKE STORAGE S-1 300 SF / 1 OCC 149 SF RES STORAGE S-1 300 SF / 1 OCC 205 SF STAIR 2E UNOCCUPIED 0 SF / 85 SF UTILITY RM S-2 300 SF / 1 OCC 7,291 SF RESIDENTIAL R-2 200 SF / 37 OCC 5,922 SF RESIDENTIAL R-2 200 SF / 30 OCC 95 SF UTILITY RM S-2 300 SF / 1 OCC 75 SF UTILITY RM S-2 300 SF / 1 OCC 188 SF BIKE STORAGE S-1 300 SF / 1 OCC 149 SF UTILITY RM S-2 300 SF / 1 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 103 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 83 SF ELEVATOR 1E UNOCCUPIED 0 SF / 199 SF STAIR 1E UNOCCUPIED 0 SF / 1,842 SF RESIDENTIAL CORRIDOR R-2 200 SF / 10 OCC 1,497 SF RESIDENTIAL CORRIDOR R-2 200 SF / 8 OCC OCCUPANCY LEGEND A-3 R-2 S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 5,386 SF RESIDENTIAL R-2 200 SF / 27 OCC 4,578 SF RESIDENTIAL R-2 200 SF / 23 OCC 63 SF TRASH S-1 300 SF / 1 OCC 166 SF STAIR P1 UNOCCUPIED 0 SF / 1,416 SF AMENITY A-3 15 SF / 95 OCC 276 SF RESIDENTIAL CORRIDOR R-2 200 SF / 2 OCC COURTYARD 5,190 SF / 15 = 346 OCCUPANTS 346 / 4 exits = 86.5 (2) @ 87 + (2) @ 86 STAIR 2W 590 SF CY OCCUPANT AREA 1 A-3 15 SF / 40 OCC 784 SF CY OCCUPANT AREA 3 A-3 15 SF / 53 OCC 599 SF CY OCCUPANT AREA 4 A-3 15 SF / 40 OCC 627 SF CY OCCUPANT AREA 5 A-3 15 SF / 42 OCC 545 SF CY OCCUPANT AREA 6 A-3 15 SF / 37 OCC 713 SF CY OCCUPANT AREA 7 A-3 15 SF / 48 OCC 657 SF CY OCCUPANT AREA 2 A-3 15 SF / 44 OCC 611 SF CY PET AREA A-3 15 SF / 41 OCC 48 SF MOP ROOM S-1 300 SF / 1 OCC 27 SF SHAFT UNOCCUPIED 0 SF / 36 SF SHAFT UNOCCUPIED 0 SF / 19 SF SHAFT UNOCCUPIED 0 SF / 87 SF SHAFT UNOCCUPIED 0 SF / 20 SF SHAFT UNOCCUPIED 0 SF / 37 SF SHAFT UNOCCUPIED 0 SF / 13 SF SHAFT UNOCCUPIED 0 SF / OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW CY DEDICATED LANDSCAPE AREA CY PET AREA CY OCCUPANCY AREA CY DEDICATED CLEAR WALKWAY (5'-0" CLEAR MIN) COURTYARD OCCUPANCY LEGEND (CY) 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:42:31 AM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS033 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"3 A-FP B-2 CODE OCC 1" = 20'-0"4 A-FP B-3 CODE OCC BLDG A Area Schedule (Occupancy) - B-2 Comments za OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD PARKING TRASH S-1 300 40 GROSS 1 PARKING PARKING S-2 200 45,366 GROSS 227 PARKING STAIR P1 UNOCCUPIED 0 156 PARKING: 3 45,562 228 EXIT TO EXT-R RESIDENTIAL R-2 200 6,760 GROSS 34 EXIT TO EXT-R STAIR 2W UNOCCUPIED 0 200 EXIT TO EXT-R: 2 6,960 34 EXIT TO EXT-C COMMERCIAL CORRIDOR M 60 647 GROSS 11 EXIT TO EXT-C COMMERCIAL CORRIDOR M 60 988 GROSS 17 EXIT TO EXT-C RETAIL COMMERCIAL M 60 2,518 GROSS 42 EXIT TO EXT-C: 3 4,153 70 EXIT TO COR AMENITY A-3 15 1,622 NET 109 EXIT TO COR ELEVATOR LOBBY A-3 15 89 NET 6 EXIT TO COR EXCERCISE A-3 50 253 NET 6 EXIT TO COR EXCERCISE A-3 50 1,213 NET 25 EXIT TO COR CORRIDOR ACCESSORY (A3) 0 2,262 EXIT TO COR ELEVATOR LOBBY ACCESSORY (A3) 0 142 EXIT TO COR RESTROOM ACCESSORY (A3) 0 150 EXIT TO COR RESTROOM ACCESSORY (A3) 0 157 EXIT TO COR CORRIDOR R-2 200 891 GROSS 5 EXIT TO COR RESIDENTIAL R-2 200 9,475 GROSS 48 EXIT TO COR STORAGE S-1 300 43 GROSS 1 EXIT TO COR STORAGE S-1 300 44 GROSS 1 EXIT TO COR TRASH S-1 300 66 GROSS 1 EXIT TO COR ELEVATOR 1E UNOCCUPIED 0 96 EXIT TO COR ELEVATOR 1W UNOCCUPIED 0 83 EXIT TO COR ELEVATOR 2E UNOCCUPIED 0 86 EXIT TO COR ELEVATOR 2W UNOCCUPIED 0 96 EXIT TO COR STAIR 1E UNOCCUPIED 0 199 EXIT TO COR STAIR 1W UNOCCUPIED 0 200 EXIT TO COR: 19 17,166 202 COMMERCIAL KITCHEN A-2 200 799 GROSS 4 RESTAURANT SEATING A-2 15 1,246 GROSS 84 EQUIPMENT ACCESSORY (A3) 0 122 RETAIL COMMERCIAL M 60 1,573 GROSS 27 RETAIL COMMERCIAL M 60 3,052 GROSS 51 STAIR 2E UNOCCUPIED 0 231 : 6 7,022 166 LEVEL B-2 80,863 700 Grand total: 33 80,863 700 BLDG A Area Schedule (Occupancy) - B-3 Comment Name Level OCC. GROUP OLF (SF)AREA (SF) Net or Gross OCC LOAD AMENITY COURTYARD CY OCCUPANT AREA 1 LEVEL B-3 A-3 15 590 NET 40 AMENITY COURTYARD CY OCCUPANT AREA 2 LEVEL B-3 A-3 15 657 NET 44 AMENITY COURTYARD CY OCCUPANT AREA 3 LEVEL B-3 A-3 15 784 NET 53 AMENITY COURTYARD CY OCCUPANT AREA 4 LEVEL B-3 A-3 15 599 NET 40 AMENITY COURTYARD CY OCCUPANT AREA 5 LEVEL B-3 A-3 15 627 NET 42 AMENITY COURTYARD CY OCCUPANT AREA 6 LEVEL B-3 A-3 15 545 NET 37 AMENITY COURTYARD CY OCCUPANT AREA 7 LEVEL B-3 A-3 15 713 NET 48 AMENITY COURTYARD CY PET AREA LEVEL B-3 A-3 15 611 NET 41 AMENITY COURTYARD: 8 5,126 345 AMENITY EAST TOWER AMENITY LEVEL B-3 A-3 15 1,416 NET 95 AMENITY EAST TOWER: 1 1,416 95 EAST TOWER ELEVATOR LOBBY LEVEL B-3 A-3 15 103 NET 7 EAST TOWER RESIDENTIAL LEVEL B-3 R-2 200 7,291 GROSS 37 EAST TOWER RESIDENTIAL LEVEL B-3 R-2 200 5,922 GROSS 30 EAST TOWER RESIDENTIAL LEVEL B-3 R-2 200 5,386 GROSS 27 EAST TOWER RESIDENTIAL LEVEL B-3 R-2 200 4,578 GROSS 23 EAST TOWER RESIDENTIAL CORRIDOR LEVEL B-3 R-2 200 1,842 GROSS 10 EAST TOWER RESIDENTIAL CORRIDOR LEVEL B-3 R-2 200 1,497 GROSS 8 EAST TOWER RESIDENTIAL CORRIDOR LEVEL B-3 R-2 200 276 NET 2 EAST TOWER BIKE STORAGE LEVEL B-3 S-1 300 123 GROSS 1 EAST TOWER BIKE STORAGE LEVEL B-3 S-1 300 188 GROSS 1 EAST TOWER MOP ROOM LEVEL B-3 S-1 300 48 GROSS 1 EAST TOWER RES STORAGE LEVEL B-3 S-1 300 149 GROSS 1 EAST TOWER TRASH LEVEL B-3 S-1 300 63 GROSS 1 EAST TOWER UTILITY RM LEVEL B-3 S-2 300 85 GROSS 1 EAST TOWER UTILITY RM LEVEL B-3 S-2 300 95 GROSS 1 EAST TOWER UTILITY RM LEVEL B-3 S-2 300 75 GROSS 1 EAST TOWER UTILITY RM LEVEL B-3 S-2 300 149 GROSS 1 EAST TOWER ELEVATOR 1E LEVEL B-3 UNOCCUPIED 0 83 EAST TOWER ELEVATOR 2E LEVEL B-3 UNOCCUPIED 0 76 EAST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 27 EAST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 36 EAST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 19 EAST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 87 EAST TOWER STAIR 1E LEVEL B-3 UNOCCUPIED 0 199 EAST TOWER STAIR 2E LEVEL B-3 UNOCCUPIED 0 205 EAST TOWER STAIR P1 LEVEL B-3 UNOCCUPIED 0 166 EAST TOWER: 26 28,766 153 WEST TOWER ELEVATOR LOBBY LEVEL B-3 A-3 15 89 NET 6 WEST TOWER RESIDENTIAL LEVEL B-3 R-2 200 28,188 GROSS 141 WEST TOWER RESIDENTIAL CORRIDOR LEVEL B-3 R-2 200 2,299 GROSS 12 WEST TOWER BIKE STORAGE LEVEL B-3 S-1 300 146 GROSS 1 WEST TOWER RES STORAGE LEVEL B-3 S-1 300 46 GROSS 1 WEST TOWER RES STORAGE LEVEL B-3 S-1 300 44 GROSS 1 WEST TOWER RES STORAGE LEVEL B-3 S-1 300 155 GROSS 1 WEST TOWER TRASH LEVEL B-3 S-1 300 69 GROSS 1 WEST TOWER UTILITY RM LEVEL B-3 S-2 300 162 GROSS 1 WEST TOWER ELEVATOR 1W LEVEL B-3 UNOCCUPIED 0 83 WEST TOWER ELEVATOR 2W LEVEL B-3 UNOCCUPIED 0 96 WEST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 80 WEST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 20 WEST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 37 WEST TOWER SHAFT LEVEL B-3 UNOCCUPIED 0 13 WEST TOWER STAIR 1W LEVEL B-3 UNOCCUPIED 0 200 WEST TOWER STAIR 2W LEVEL B-3 UNOCCUPIED 0 200 WEST TOWER STAIR 2W LEVEL B-3 UNOCCUPIED 0 194 WEST TOWER: 18 32,120 165 LEVEL B-3 67,427 758 Grand total: 53 67,427 758 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 32' -5"17' - 0" 7' - 0"15' - 0" 163' - 0"9' - 0" 29' - 0" 104' - 0"99' - 0"16' - 0" 6' - 0"16' - 0"8' - 1" 4' - 6"2' -0"47' - 6"24' - 10" 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 14,626 SF RESIDENTIAL R-2 200 SF / 74 OCC 121 SF MECHANICAL S-1 300 SF / 1 OCC 199 SF STAIR 1E UNOCCUPIED 0 SF / 90 SF ELEVATOR 1E UNOCCUPIED 0 SF / 103 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 83 SF SHAFT UNOCCUPIED 0 SF / OCCUPANCY LEGEND A-3 R-2 S-1 S-2 UNOCCUPIED 2 3 A.6 H E.3 C.5 A 205 SF STAIR 2E UNOCCUPIED 0 SF /85 SF METER ROOM S-1 300 SF / 1 OCC 1,340 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 149 SF RES STORAGE S-1 300 SF / 1 OCC 1,777 SF RESIDENTIAL CORRIDOR R-2 200 SF / 9 OCC 99 SF ELECTRICAL S-2 300 SF / 1 OCC 150 SF UTILITY RM S-2 300 SF / 1 OCC 53 SF RES STORAGE S-1 300 SF / 1 OCC 49 SF RES STORAGE S-1 300 SF / 1 OCC 44 SF RES STORAGE S-1 300 SF / 1 OCC 200 SF STAIR 2W UNOCCUPIED 0 SF / 79 SF SHAFT UNOCCUPIED 0 SF / 26,437 SF RESIDENTIAL R-2 200 SF / 133 OCC 2,324 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 155 SF RES STORAGE S-1 300 SF / 1 OCC 146 SF BIKE STORAGE S-1 300 SF / 1 OCC 162 SF METER ROOM S-2 300 SF / 1 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 69 SF TRASH S-1 300 SF / 1 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / B.2 A.8 19.3 F.3 183 SF RES STORAGE S-1 300 SF / 1 OCC 81 SF UTILITY RM S-2 300 SF / 1 OCC 46 SF MOP S-1 300 SF / 1 OCC 62 SF TRASH S-1 300 SF / 1 OCC 22 SF SHAFT UNOCCUPIED 0 SF / 37 SF SHAFT UNOCCUPIED 0 SF / 2 HR FIRE WALL 19,906 SF RESIDENTIAL R-2 200 SF / 100 OCC 12 SF SHAFT UNOCCUPIED 0 SF / 14 SF SHAFT UNOCCUPIED 0 SF / 38 SF SHAFT UNOCCUPIED 0 SF / 18 SF SHAFT UNOCCUPIED 0 SF / 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A OCCUPANCY LEGEND A-3 R-2 S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 26,437 SF RESIDENTIAL R-2 200 SF / 133 OCC49 SF RES STORAGE S-1 300 SF / 1 OCC 44 SF RES STORAGE S-1 300 SF / 1 OCC 200 SF STAIR 2W UNOCCUPIED 0 SF / 79 SF SHAFT UNOCCUPIED 0 SF / 2,324 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 155 SF RES STORAGE S-1 300 SF / 1 OCC 146 SF BIKE STORAGE S-1 300 SF / 1 OCC 162 SF UTILITY RM S-2 200 SF / 1 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 69 SF TRASH S-1 300 SF / 1 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / 1,340 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 14,626 SF RESIDENTIAL R-2 200 SF / 74 OCC 205 SF STAIR 2E UNOCCUPIED 0 SF /62 SF TRASH S-1 300 SF / 1 OCC 121 SF BIKE STORAGE S-1 300 SF / 1 OCC 149 SF RES STORAGE S-1 300 SF / 1 OCC 85 SF UTILITY RM S-2 300 SF / 1 OCC 53 SF RES STORAGE S-1 300 SF / 1 OCC 19,906 SF RESIDENTIAL R-2 200 SF / 100 OCC 1,777 SF RESIDENTIAL CORRIDOR R-2 200 SF / 9 OCC 83 SF SHAFT UNOCCUPIED 0 SF / 183 SF RES STORAGE S-1 300 SF / 1 OCC 99 SF UTILITY RM S-2 300 SF / 1 OCC 81 SF UTILITY RM S-2 300 SF / 1 OCC 150 SF BIKE STORAGE S-2 300 SF / 1 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 103 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 90 SF ELEVATOR 1E UNOCCUPIED 0 SF / 199 SF STAIR 1E UNOCCUPIED 0 SF / 46 SF MOP ROOM S-1 300 SF / 1 OCC 2 HR FIRE WALL 38 SF SHAFT UNOCCUPIED 0 SF / 18 SF SHAFT UNOCCUPIED 0 SF / 22 SF SHAFT UNOCCUPIED 0 SF / 37 SF SHAFT UNOCCUPIED 0 SF / 12 SF SHAFT UNOCCUPIED 0 SF / 14 SF SHAFT UNOCCUPIED 0 SF / 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:42:57 AM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS034 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"2 A-FP B-4 CODE OCC BLDG B Area Schedule (Occupancy) - B-4 wt Name OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD EAST TOWER ELEVATOR LOBBY A-3 15 103 NET 7 EAST TOWER RESIDENTIAL R-2 200 14,626 GROSS 74 EAST TOWER RESIDENTIAL R-2 200 19,906 GROSS 100 EAST TOWER RESIDENTIAL CORRIDOR R-2 200 1,340 GROSS 7 EAST TOWER RESIDENTIAL CORRIDOR R-2 200 1,777 GROSS 9 EAST TOWER MECHANICAL S-1 300 121 GROSS 1 EAST TOWER METER ROOM S-1 300 85 GROSS 1 EAST TOWER MOP S-1 300 46 GROSS 1 EAST TOWER RES STORAGE S-1 300 149 GROSS 1 EAST TOWER RES STORAGE S-1 300 53 GROSS 1 EAST TOWER RES STORAGE S-1 300 183 GROSS 1 EAST TOWER TRASH S-1 300 62 GROSS 1 EAST TOWER ELECTRICAL S-2 300 99 GROSS 1 EAST TOWER UTILITY RM S-2 300 150 GROSS 1 EAST TOWER UTILITY RM S-2 300 81 GROSS 1 EAST TOWER ELEVATOR 1E UNOCCUPIED 0 90 EAST TOWER ELEVATOR 2E UNOCCUPIED 0 76 EAST TOWER SHAFT UNOCCUPIED 0 83 EAST TOWER SHAFT UNOCCUPIED 0 22 EAST TOWER SHAFT UNOCCUPIED 0 38 EAST TOWER SHAFT UNOCCUPIED 0 18 EAST TOWER STAIR 1E UNOCCUPIED 0 199 EAST TOWER STAIR 2E UNOCCUPIED 0 205 EAST TOWER: 23 39,513 207 WEST TOWER ELEVATOR LOBBY A-3 15 89 NET 6 WEST TOWER RESIDENTIAL R-2 200 26,437 GROSS 133 WEST TOWER RESIDENTIAL CORRIDOR R-2 200 2,324 GROSS 12 WEST TOWER BIKE STORAGE S-1 300 146 GROSS 1 WEST TOWER RES STORAGE S-1 300 49 GROSS 1 WEST TOWER RES STORAGE S-1 300 44 GROSS 1 WEST TOWER RES STORAGE S-1 300 155 GROSS 1 WEST TOWER TRASH S-1 300 69 GROSS 1 WEST TOWER METER ROOM S-2 300 162 GROSS 1 WEST TOWER ELEVATOR 1W UNOCCUPIED 0 83 WEST TOWER ELEVATOR 2W UNOCCUPIED 0 96 WEST TOWER SHAFT UNOCCUPIED 0 79 WEST TOWER SHAFT UNOCCUPIED 0 37 WEST TOWER SHAFT UNOCCUPIED 0 12 WEST TOWER SHAFT UNOCCUPIED 0 14 WEST TOWER STAIR 1W UNOCCUPIED 0 200 WEST TOWER STAIR 2W UNOCCUPIED 0 200 WEST TOWER: 17 30,195 157 LEVEL B-4 69,708 364 Grand total: 40 69,708 364 1" = 20'-0"1 A-FP-B-5 CODE OCC BLDG B Area Schedule (Occupancy) - B-5 Name Comments OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD ELEVATOR LOBBY EAST TOWER A-3 15 103 NET 7 RESIDENTIAL EAST TOWER R-2 200 14,626 GROSS 74 RESIDENTIAL EAST TOWER R-2 200 19,906 GROSS 100 RESIDENTIAL CORRIDOR EAST TOWER R-2 200 1,340 GROSS 7 RESIDENTIAL CORRIDOR EAST TOWER R-2 200 1,777 GROSS 9 BIKE STORAGE EAST TOWER S-1 300 121 GROSS 1 MOP ROOM EAST TOWER S-1 300 46 GROSS 1 RES STORAGE EAST TOWER S-1 300 149 GROSS 1 RES STORAGE EAST TOWER S-1 300 183 GROSS 1 TRASH EAST TOWER S-1 300 62 GROSS 1 BIKE STORAGE EAST TOWER S-2 300 150 GROSS 1 UTILITY RM EAST TOWER S-2 200 162 GROSS 1 UTILITY RM EAST TOWER S-2 300 85 GROSS 1 UTILITY RM EAST TOWER S-2 300 99 GROSS 1 UTILITY RM EAST TOWER S-2 300 81 GROSS 1 ELEVATOR 1E EAST TOWER UNOCCUPIED 0 90 ELEVATOR 2E EAST TOWER UNOCCUPIED 0 76 SHAFT EAST TOWER UNOCCUPIED 0 83 SHAFT EAST TOWER UNOCCUPIED 0 38 SHAFT EAST TOWER UNOCCUPIED 0 18 SHAFT EAST TOWER UNOCCUPIED 0 22 STAIR 1E EAST TOWER UNOCCUPIED 0 199 STAIR 2E EAST TOWER UNOCCUPIED 0 205 EAST TOWER: 23 39,621 207 ELEVATOR LOBBY WEST TOWER A-3 15 89 NET 6 RESIDENTIAL WEST TOWER R-2 200 26,437 GROSS 133 RESIDENTIAL CORRIDOR WEST TOWER R-2 200 2,324 GROSS 12 BIKE STORAGE WEST TOWER S-1 300 146 GROSS 1 RES STORAGE WEST TOWER S-1 300 49 GROSS 1 RES STORAGE WEST TOWER S-1 300 44 GROSS 1 RES STORAGE WEST TOWER S-1 300 155 GROSS 1 RES STORAGE WEST TOWER S-1 300 53 GROSS 1 TRASH WEST TOWER S-1 300 69 GROSS 1 ELEVATOR 1W WEST TOWER UNOCCUPIED 0 83 ELEVATOR 2W WEST TOWER UNOCCUPIED 0 96 SHAFT WEST TOWER UNOCCUPIED 0 79 SHAFT WEST TOWER UNOCCUPIED 0 37 SHAFT WEST TOWER UNOCCUPIED 0 12 SHAFT WEST TOWER UNOCCUPIED 0 14 STAIR 1W WEST TOWER UNOCCUPIED 0 200 STAIR 2W WEST TOWER UNOCCUPIED 0 200 WEST TOWER: 17 30,087 157 LEVEL B-5 69,708 364 Grand total: 40 69,708 364 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP (REMOTENESS BETWEEN EXITS DISTANCE) 296' -3" DN 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A OCCUPANCY LEGEND A-3 R-2 S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 26,437 SF RESIDENTIAL R-2 200 SF / 133 OCC 49 SF RES STORAGE S-1 300 SF / 1 OCC 44 SF RES STORAGE S-1 300 SF / 1 OCC 200 SF STAIR 2W UNOCCUPIED 0 SF / 79 SF SHAFT UNOCCUPIED 0 SF / 155 SF RES STORAGE S-1 300 SF / 1 OCC 146 SF BIKE STORAGE S-1 300 SF / 1 OCC 162 SF METER ROOM S-2 300 SF / 1 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 69 SF TRASH S-1 300 SF / 1 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / 14,626 SF RESIDENTIAL R-2 200 SF / 74 OCC 1,340 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 53 SF RES STORAGE S-1 300 SF / 1 OCC 85 SF METER ROOM S-2 300 SF / 1 OCC 205 SF STAIR 2E UNOCCUPIED 0 SF /149 SF RES STORAGE S-1 300 SF / 1 OCC 121 SF BIKE STORAGE S-1 300 SF / 1 OCC 62 SF TRASH S-1 300 SF / 1 OCC 19,906 SF RESIDENTIAL R-2 200 SF / 100 OCC 1,777 SF RESIDENTIAL CORRIDOR R-2 200 SF / 9 OCC 199 SF STAIR 1E UNOCCUPIED 0 SF / 90 SF ELEVATOR 1E UNOCCUPIED 0 SF / 103 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 150 SF BIKE STORAGE S-1 300 SF / 1 OCC 183 SF RES STORAGE S-1 300 SF / 1 OCC 81 SF UTILITY RM S-2 300 SF / 1 OCC 99 SF METER ROOM S-2 300 SF / 1 OCC 83 SF SHAFT UNOCCUPIED 0 SF / 2,324 SF RESIDENTIAL CORRIDOR R-2 200 SF / 12 OCC 2 HR FIRE WALL 46 SF MOP ROOM S-1 300 SF / 1 OCC 38 SF SHAFT UNOCCUPIED 0 SF / 18 SF SHAFT UNOCCUPIED 0 SF / 22 SF SHAFT UNOCCUPIED 0 SF / 14 SF SHAFT UNOCCUPIED 0 SF / 37 SF SHAFT UNOCCUPIED 0 SF / 12 SF SHAFT UNOCCUPIED 0 SF / 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A OCCUPANCY LEGEND A-3 R-2 R-2 ACCESSORY S-1 S-2 UNOCCUPIED B.2 A.8 19.3 F.3 25,288 SF RESIDENTIAL R-2 200 SF / 127 OCC 490 SF ROOF DECK R-2 ACCESSORY 15 SF / 33 OCC 481 SF COMMUNITY ROOM R-2 ACCESSORY 15 SF / 33 OCC 43 SF RES STORAGE S-1 300 SF / 1 OCC 200 SF STAIR 2W UNOCCUPIED 0 SF / 44 SF RES STORAGE S-1 300 SF / 1 OCC 155 SF RES STORAGE S-1 300 SF / 1 OCC 146 SF BIKE STORAGE S-1 300 SF / 1 OCC 162 SF UTILITY RM S-2 300 SF / 1 OCC 96 SF ELEVATOR 2W UNOCCUPIED 0 SF / 89 SF ELEVATOR LOBBY A-3 15 SF / 6 OCC 83 SF ELEVATOR 1W UNOCCUPIED 0 SF / 66 SF TRASH S-1 300 SF / 1 OCC 200 SF STAIR 1W UNOCCUPIED 0 SF / 2,178 SF RESIDENTIAL CORRIDOR R-2 200 SF / 11 OCC 1,340 SF RESIDENTIAL CORRIDOR R-2 200 SF / 7 OCC 14,626 SF RESIDENTIAL R-2 200 SF / 74 OCC 62 SF TRASH S-1 300 SF / 1 OCC 205 SF STAIR 2E UNOCCUPIED 0 SF / 85 SF UTILITY RM S-2 300 SF / 1 OCC 53 SF RES STORAGE S-1 300 SF / 1 OCC 1,777 SF RESIDENTIAL CORRIDOR R-2 200 SF / 9 OCC 19,906 SF RESIDENTIAL R-2 200 SF / 100 OCC 199 SF STAIR 1E UNOCCUPIED 0 SF / 90 SF ELEVATOR 1E UNOCCUPIED 0 SF / 103 SF ELEVATOR LOBBY A-3 15 SF / 7 OCC 76 SF ELEVATOR 2E UNOCCUPIED 0 SF / 150 SF BIKE STORAGE S-1 300 SF / 1 OCC 183 SF RES STORAGE S-1 300 SF / 1 OCC 81 SF UTILITY RM S-2 300 SF / 1 OCC 99 SF METER ROOM S-2 300 SF / 1 OCC 83 SF SHAFT UNOCCUPIED 0 SF / 121 SF BIKE STORAGE S-2 300 SF / 1 OCC 149 SF RES STORAGE S-1 300 SF / 1 OCC 46 SF MOP ROOM S-1 300 SF / 1 OCC22 SF SHAFT UNOCCUPIED 0 SF / 2 HR FIRE WALL 14 SF SHAFT UNOCCUPIED 0 SF / 77 SF SHAFT UNOCCUPIED 0 SF / 15 SF SHAFT UNOCCUPIED 0 SF / 38 SF SHAFT UNOCCUPIED 0 SF / 18 SF SHAFT UNOCCUPIED 0 SF / 40 SF SHAFT UNOCCUPIED 0 SF / NOTE: THE COMMUNITY ROOM & ROOF DECK BOTH HAVE OCCUPANT LOADS < 50 . PER IBC 303.1.2 THESE AMENITY SPACES ARE ACCESSORY TO R-2 OCCUPANCY. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:43:22 AM LIFE SAFETY PLANS - OCCUPANCY GROUP AREA CS035 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"1 A-FP-B-6 CODE OCC 1" = 20'-0"2 A-FP-B-7 CODE OCC BLDG B Area Schedule (Occupancy) - B-6 Comments OCC. GROUP Name OLF (SF) AREA (SF) Net or Gross OCC LOAD EAST TOWER A-3 ELEVATOR LOBBY 15 103 NET 7 EAST TOWER R-2 RESIDENTIAL 200 14,626 GROSS 74 EAST TOWER R-2 RESIDENTIAL 200 19,906 GROSS 100 EAST TOWER R-2 RESIDENTIAL CORRIDOR 200 1,340 GROSS 7 EAST TOWER R-2 RESIDENTIAL CORRIDOR 200 1,777 GROSS 9 EAST TOWER S-1 BIKE STORAGE 300 121 GROSS 1 EAST TOWER S-1 BIKE STORAGE 300 150 GROSS 1 EAST TOWER S-1 MOP ROOM 300 46 GROSS 1 EAST TOWER S-1 RES STORAGE 300 53 GROSS 1 EAST TOWER S-1 RES STORAGE 300 149 GROSS 1 EAST TOWER S-1 RES STORAGE 300 183 GROSS 1 EAST TOWER S-1 TRASH 300 62 GROSS 1 EAST TOWER S-2 METER ROOM 300 85 GROSS 1 EAST TOWER S-2 METER ROOM 300 99 GROSS 1 EAST TOWER S-2 UTILITY RM 300 81 GROSS 1 EAST TOWER UNOCCUPIED ELEVATOR 1E 0 90 EAST TOWER UNOCCUPIED ELEVATOR 2E 0 76 EAST TOWER UNOCCUPIED SHAFT 0 83 EAST TOWER UNOCCUPIED SHAFT 0 38 EAST TOWER UNOCCUPIED SHAFT 0 18 EAST TOWER UNOCCUPIED SHAFT 0 22 EAST TOWER UNOCCUPIED STAIR 1E 0 199 EAST TOWER UNOCCUPIED STAIR 2E 0 205 EAST TOWER: 23 39,513 207 WEST TOWER A-3 ELEVATOR LOBBY 15 89 NET 6 WEST TOWER R-2 RESIDENTIAL 200 26,437 GROSS 133 WEST TOWER R-2 RESIDENTIAL CORRIDOR 200 2,324 GROSS 12 WEST TOWER S-1 BIKE STORAGE 300 146 GROSS 1 WEST TOWER S-1 RES STORAGE 300 49 GROSS 1 WEST TOWER S-1 RES STORAGE 300 44 GROSS 1 WEST TOWER S-1 RES STORAGE 300 155 GROSS 1 WEST TOWER S-1 TRASH 300 69 GROSS 1 WEST TOWER S-2 METER ROOM 300 162 GROSS 1 WEST TOWER UNOCCUPIED ELEVATOR 1W 0 83 WEST TOWER UNOCCUPIED ELEVATOR 2W 0 96 WEST TOWER UNOCCUPIED SHAFT 0 79 WEST TOWER UNOCCUPIED SHAFT 0 14 WEST TOWER UNOCCUPIED SHAFT 0 37 WEST TOWER UNOCCUPIED SHAFT 0 12 WEST TOWER UNOCCUPIED STAIR 1W 0 200 WEST TOWER UNOCCUPIED STAIR 2W 0 200 WEST TOWER: 17 30,195 157 LEVEL B-6 69,708 364 Grand total: 40 69,708 364 BLDG B Area Schedule (Occupancy) - B-7 Comments Name OCC. GROUP OLF (SF) AREA (SF) Net or Gross OCC LOAD EAST TOWER ELEVATOR LOBBY A-3 15 103 NET 7 EAST TOWER RESIDENTIAL R-2 200 14,626 GROSS 74 EAST TOWER RESIDENTIAL R-2 200 19,906 GROSS 100 EAST TOWER RESIDENTIAL CORRIDOR R-2 200 1,340 GROSS 7 EAST TOWER RESIDENTIAL CORRIDOR R-2 200 1,777 GROSS 9 EAST TOWER BIKE STORAGE S-1 300 150 GROSS 1 EAST TOWER MOP ROOM S-1 300 46 GROSS 1 EAST TOWER RES STORAGE S-1 300 53 GROSS 1 EAST TOWER RES STORAGE S-1 300 183 GROSS 1 EAST TOWER RES STORAGE S-1 300 149 GROSS 1 EAST TOWER TRASH S-1 300 62 GROSS 1 EAST TOWER BIKE STORAGE S-2 300 121 GROSS 1 EAST TOWER METER ROOM S-2 300 99 GROSS 1 EAST TOWER UTILITY RM S-2 300 85 GROSS 1 EAST TOWER UTILITY RM S-2 300 81 GROSS 1 EAST TOWER ELEVATOR 1E UNOCCUPIED 0 90 EAST TOWER ELEVATOR 2E UNOCCUPIED 0 76 EAST TOWER SHAFT UNOCCUPIED 0 83 EAST TOWER SHAFT UNOCCUPIED 0 22 EAST TOWER SHAFT UNOCCUPIED 0 38 EAST TOWER SHAFT UNOCCUPIED 0 18 EAST TOWER STAIR 1E UNOCCUPIED 0 199 EAST TOWER STAIR 2E UNOCCUPIED 0 205 EAST TOWER: 23 39,513 207 WEST TOWER ELEVATOR LOBBY A-3 15 89 NET 6 WEST TOWER RESIDENTIAL R-2 200 25,288 GROSS 127 WEST TOWER RESIDENTIAL CORRIDOR R-2 200 2,178 GROSS 11 WEST TOWER COMMUNITY ROOM R-2 ACCESSORY 15 481 NET 33 WEST TOWER ROOF DECK R-2 ACCESSORY 15 490 NET 33 WEST TOWER BIKE STORAGE S-1 300 146 GROSS 1 WEST TOWER RES STORAGE S-1 300 43 GROSS 1 WEST TOWER RES STORAGE S-1 300 44 GROSS 1 WEST TOWER RES STORAGE S-1 300 155 GROSS 1 WEST TOWER TRASH S-1 300 66 GROSS 1 WEST TOWER UTILITY RM S-2 300 162 GROSS 1 WEST TOWER ELEVATOR 1W UNOCCUPIED 0 83 WEST TOWER ELEVATOR 2W UNOCCUPIED 0 96 WEST TOWER SHAFT UNOCCUPIED 0 14 WEST TOWER SHAFT UNOCCUPIED 0 77 WEST TOWER SHAFT UNOCCUPIED 0 15 WEST TOWER SHAFT UNOCCUPIED 0 40 WEST TOWER STAIR 1W UNOCCUPIED 0 200 WEST TOWER STAIR 2W UNOCCUPIED 0 200 WEST TOWER: 19 29,867 216 LEVEL B-7 69,380 423 Grand total: 42 69,380 423 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION (REMOTENESS BETWEEN EXITS DISTANCE) 387' -0" 151' -10"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 455' -7" UP UP 136' - 9" 18' - 6"13' - 4" 18' - 6" 64' - 0"287' - 6" 14' - 6"39' - 0" 41' - 6"38' - 4" 14' - 9"92' - 10" 85' - 9"17' - 8" 251' - 1"CB1CB148CB1CB1483523423 4 6 3 4 8 3 48 352350350350DNDN DNDN DN DNDN DN UP (REMOTENESS BETWEEN EXITS DISTANCE) 380' -4" 149' -8"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 449' -1" DN UP DN UP UP UP 54' - 9" 19' - 1" 34' - 3" 67' - 0"20' - 4" 62' - 6"74' - 6" 14' - 0"36' - 0" 57' - 3"18' - 6" 133' - 1"35' - 0" 40' - 0"92' - 9" 23' - 4" 78' - 6" 172' - 3"48' - 4" 5' - 6"4' - 6"16' - 0"19' - 6" 10' - 0"12' - 6" 6' - 4" 16' - 5"16' - 0" 56' - 0"18' - 3" 41' - 0" 103' - 3"27' - 9"28' - 4" 80' - 0"38' - 1" 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 328/4=82 24.7 48 82 0.3 13.1 33 66 0.2 24.7 48 82 0.3 16.3 33 82 0.2 19.9 48 66 0.313.1 33 66 0.2 328/4 = 82 STAIR 2W STAIR 1W STAIR 1E STAIR 2E LEVEL P PARKING OCCUPANCY 328 328 / 4 EXITS = 82 OCCUPANTS/EXIT 328/4 = 82 B.2 A.8 19.3 F.3 328/4=82 19.9 48 66 0.3 16.3 33 82 0.2 16.3 33 82 0.2 16.3 33 82 0.2 24.7 44 82 0.3 STAIR P1 STAIR 1E NOT A DESIGNATED EXIT FROM LEVEL P1. NO EXIT SIGN. STAIR PROVIDED FOR CONVENIENCE OF RESIDENTS NOTE: PER SECTION 1017 -EXIT ACCESS TRAVEL DISTANCE, TABLE IBC TABLE 1017.2, MAX EXIT ACCESS TRAVEL DISTANCE FOR PARKING S-2 OCCUPANCY WITH SPRINKLER SYSTEM = 400' . FEC-1FEC-1FEC-1 FEC-1 ? FEC-1 FEC-1 ? ? 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 282 / 3 =94 UP FROM PARKING P1: 82 DN FROM LEVEL 3: 140 CONVERGENCE: 140 + 82 = 222 42.1 48 140 0.3 40.4 44 203 0.2 38.2 48 127 0.3 38.2 48 127 0.3 STAIR 2W STAIR 2E STAIR 1W STAIR 1W CONVERGENCE: UP FROM PARKING P1 = 82 DN FROM LEVEL 2 = 75 CONVERGENCE 75 + 82 = 157 31.3 32 157 0.2 FROM STAIR 1W: 157 133/2 = 63 222 NOTE: B-1 PARKING OCCUPANCY 282 282 / 3 OCCUPANTS = 94 OCCUPANTS / EXIT1' - 7 1/4"9,576 SF DAYCARE I-4 35 SF / 274 OCC 282 / 3 = 94 282 / 3 = 94 275 / 2 = 138 FROM DC 275 / 2 = 138 2 27.5 33 138 0.2 18.7 33 94 0.2 350' - 3" 350' - 3" 350' - 3" 353' - 5"350' - 3" 353' - 5" 350' - 3" 158 FROM STAIR B4 STAIR 2W CONVERGENCE FROM ADJOINING FLOORS FROM LEVEL 2 ABOVE = 76 FROM LEVEL P1 BELOW= 82 CONVERGENCE =76+82 = 158 COMM 74 / 2 = 37 350' - 3" 350' - 3" 350' - 3" 44.2 45 222 0.2 B.2 A.8 19.3 F.3 31.5 33 158 0.2 38.8 39 195 0.2 18.7 33 94 0.2 28.3 48 94 0.3 STAIR 1E STAIR P1 STAIR 1E: NO CONVERGENCE: 127 OCCUPANTS DOWN FROM LEVEL 3 127 + 63 = 190 25.3 33 127 0.2 18.7 33 94 0.2 42.1 48 140 0.3 157+63=220 5' - 3"4' - 0" 9' - 9" NOTE: PER SECTION 1017 -EXIT ACCESS TRAVEL DISTANCE, TABLE IBC TABLE 1017.2, MAX EXIT ACCESS TRAVEL DISTANCE FOR PARKING S-2 OCCUPANCY WITH SPRINKLER SYSTEM = 400' .45' - 10"FROM STAIR 1E: 127 RESIDENTIAL TOWNHOUSE UNITS EXIT DIRECTLY TO EXTERIOR AT GRADE 5' - 2 7/8" 2' - 7 3/4" STAIR 1E NOT A DESIGNATED EXIT FROM LEVEL LEVEL B1 PARKING. NO EXIT SIGN FROM PARKING 4' - 8 1/2" 10 33 50 0.2 10 39 50 0.2 27.5 66 138 0.2 46.2 66 232 0.2 43.8 44 220 0.2 COMM 74/2=37 158+37=195 FEC-1 FEC-1FEC-1FEC-1 FEC-1FEC-1 FEC-2 FEC-2 FEC-2 FEC-2 NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:43:34 AM LIFE SAFETY PLANS - EXITING PLANS CS036 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"3 A-FP B-P1 CODE EGRESS 1" = 20'-0"4 A-FP-B-1 CODE EGRESS NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 3 5 0.2 5 3 5 3 .4 2 353.42CB1 CB1 CB1CB148CB1 CB1 CB1CB1483523423 4 6 3 4 8 3 48 352352350350350DN (REMOTENESS BETWEEN EXITS DISTANCE) 305' -6" 1 2 4 ' -2 "(O NE-T H I R D O F E X IT D I S T A N CE , S P RI N K LE R E D ) 3 72' -5 " DN DNUP DN UP 45' - 6" 105' - 6"9' - 0" 70' - 0"17' - 3" 6' - 0"15' - 8" 117' - 4" 109' - 4"8' - 3" 5' - 8"21' - 7"39' - 0" 27' - 6"25' - 8" 20' - 6" 17' - 6"74' - 6" 64' - 0" 80' - 10"64' - 6"33' - 8" 39' - 4" 123' - 11"18' - 6" 172' - 0"74' - 1" 163' - 3"17' - 0" DN DN 1 2 5 ' -2"(O N E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 3 75 ' -7 " (REMOTENESS BETWEEN EXITS DISTANCE) 359' -2" 45' - 6" 153' - 11" 6' - 0"7' - 0"16' - 0" 16' - 0"16' - 0"16' - 0" 76' - 0"9' - 0" 70' - 0" 8' - 0"17' - 0" 7' - 0"15' - 0" 179' - 0"6' - 6" 29' - 0" 35' - 7"99' - 0"8' - 1" 4' - 6"44' - 3" 104' - 6"11' - 8" 28' - 0"32' - 6" 47' - 4"24' - 0" 88' - 0"9' - 2" 96' - 0"29' - 0" 31' - 0"8' - 11"42' -8"47' - 0" 65' - 5" 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A STAIR 1E STAIR 1WSTAIR 2W STAIR 2E 42.4 48 141 0.3 14.9 33 75 0.2 38.2 48 127 0.3 15.1 33 76 0.2 14.9 33 75 0.2 38.2 48 127 0.3 228 / 3 = 76 228 / 3 = 76 NOTE: B-2 PARKING OCCUPANCY 228 226 / 3 EXITS = 76 OCCUPANTS / EXIT UP FROM PARKING B1 = 94 76 + 94 = 170 COM 53 / 2 = 27 COM 53 / 2 = 27 COM 42 / 2 = 21 360' - 9" 360' - 9" 360' - 9" 360' - 9" 364' - 0" 364' - 0" 360' - 9" B.2 A.8 19.3 F.3 223 / 3 = 75 223/3=75 FROM B-2 PARKING: 228 / 3 = 76 223/3=75 34.9 48 116 0.3 42.4 48 141 0.3 14.9 33 75 0.2 38.2 48 127 0.3 25.3 33 127 0.2 28.3 48 94 0.3 18.7 33 94 0.2 15.1 33 76 0.2 51.1 52 170 0.3 NOTE: PER SECTION 1017 -EXIT ACCESS TRAVEL DISTANCE, TABLE IBC TABLE 1017.2, MAX EXIT ACCESS TRAVEL DISTANCE FOR PARKING S-2 OCCUPANCY WITH SPRINKLER SYSTEM = 400' . STAIR 1E NOT A DESIGNATED EXIT FROM LEVEL L1 PARKING. NO EXIT SIGN FROM PARKING OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 8'-2" MIN VERT CLEARANCE FOR ACCESSIBLE VANS WITHIN THE SHADED AREA COM 42 / 2 = 21 COM 27 COM 88 / 2 = 44 360' - 9"360' - 9" COM 88 / 2 = 44 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-1 FEC-1FEC-1 FEC-1FEC-1FEC-1 FEC-2 FEC-2 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A 150CY/4 = 86CY 347CY/4 = 86CY 346/4 = 87CY + 29 AMN = 116 27.9 33 140 0.2 140 42.4 48 141 0.3 38.2 48 127 0.3 38.2 48 127 0.3 25.3 33 127 0.2 28.1 33 141 0.2 25.3 33 127 0.2 STAIR 1W STAIR 1E 127127 STAIR 2E STAIR 2W B.2 A.8 19.3 F.3 115OCC/2= 58 COURTYARD 5,190 SF / 15 = 346 OCCUPANTS 346 / 4 exits = 86.5 (2) @ 87 + (2) @ 86 346CY/4 = 87CY + 29 AMN = 116 115OCC/2= 58 127 141 STAIR P1 38.2 48 127 0.3 34.9 48 116 0.3 23.1 33 116 0.2 STAIR 2W 42.1 48 140 0.3 FEC-2 FEC-2FEC-2 FEC-2 FEC-2 FEC-2FEC-2 FEC-2 NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL CY DEDICATED LANDSCAPE AREA CY PET AREA CY OCCUPANCY AREA CY DEDICATED CLEAR WALKWAY (5'-0" CLEAR MIN) COURTYARD OCCUPANCY LEGEND (CY) 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:43:48 AM LIFE SAFETY PLANS - EXITING PLANS CS037 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"3 A-FP B-2 CODE EGRESS 1" = 20'-0"4 A-FP B-3 CODE EGRESS NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 32' -5"138' -5"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 415' -3" (REMOTENESS BETWEEN EXITS DISTANCE) 296' -3"45' - 6" 153' - 11" 6' - 0"7' - 0"16' - 0" 16' - 0"16' - 0"16' - 0" 76' - 0"9' - 0" 70' - 0" 8' - 0" 1 5 2 ' -6 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D )4 5 7 ' -6 " 1 0 7 ' -3"(ON E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 3 21 ' -8 "17' - 0" 7' - 0"15' - 0" 163' - 0"9' - 0" 29' - 0" 104' - 0"99' - 0"16' - 0" 6' - 0"16' - 0"8' - 1" 4' - 6"2' -0"47' - 6"24' - 10" 138' -5"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 415' -3" (REMOTENESS BETWEEN EXITS DISTANCE) 296' -3" 1 5 2 ' -6 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D )4 5 7 ' -6 " 1 0 7 ' -3"(ON E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 3 21 ' -8 " 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 19,906 SF RESIDENTIAL R-2 200 SF / 100 OCC OCCUPANCY LEGEND A-3 R-2 S-1 S-2 UNOCCUPIED 2 3 A.6 TOTAL DIST. TO EXIT/ STAIR 2E =238.0' TOTAL DIST. TO EXIT/ STAIR 1E = 257.0' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 TOTAL DIST. TO EXIT/ STAIR 1W =203.0' TOTAL DIST. TO EXIT/ STAIR 2W = 194.0' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 TOTAL DIST. TO EXIT/ STAIR 2W =199.0' TOTAL DIST. TO EXIT/ STAIR 1W = 199.5' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 TOTAL DIST. TO EXIT/ STAIR 1E =242.0' TOTAL DIST. TO EXIT/ STAIR 2E = 255.0' (250' MAX. EXIT ACCESS TRAVEL DISTANCE W/ SPRINKLER SYSTEM, TABLE 1017.2, IBC 2018 STAIR 1E H E.3 C.5 A STAIR 2W STAIR 1W 32.8 48 109 0.3 15.7 33 79 0.2 15.7 33 79 0.2 20.7 33 104 0.2 STAIR 2E 31.3 48 104 0.3 20.7 33 104 0.2 31.3 48 104 0.3 B.2 A.8 19.3 F.3 LEVEL 4: 207/2 = 104LEVEL 4: 207/2 = 104 32.8 48 109 0.3 FEC-2 FEC-2 FEC-2 FEC-2 75' RADIUS CIRCLE, TYP FEC-2 75' RADIUS CIRCLE, TYP FEC-2FEC-2 FEC-2 RESFLR 11 7/8 TJI - 1HR FEC-2FEC-2 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 31.3 48 104 0.3 20.7 33 104 0.2 STAIR 1E 31.3 48 104 0.3 20.7 33 104 0.2 STAIR 2E 32.8 48 109 0.3 15.7 33 79 0.2 STAIR 2W 32.8 48 109 0.3 15.7 33 79 0.2 STAIR 1W NOTE: SEE 1/CS038 LEVEL 4 PLAN FOR COMMON NOTES REGARDING TRAVEL DISTANCE & FEC LOCATIONS. FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL 11959 REGISTERED ARCHITECT STATE OF WASHINGTON SCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:44:11 AM LIFE SAFETY PLANS - EXITING PLANS CS038 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"2 A-FP B-4 CODE EGRESS 1" = 20'-0"1 A-FP-B-5 CODE EGRESS NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP 138' -5"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 415' -3" (REMOTENESS BETWEEN EXITS DISTANCE) 296' -3" 1 5 2 ' -6 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D )4 5 7 ' -6 " 1 0 7 ' -3"(ON E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 3 21 ' -8 " DN 136' -6"(ONE-THIRD OF EXIT DISTANCE, SPRINKLERED) 409' -7" (REMOTENESS BETWEEN EXITS DISTANCE) 296' -3" 1 5 2 ' -6 "(O N E -T H IR D O F E X IT D IS T A N C E , S P R IN K L E R E D )4 5 7 ' -6 " 1 0 7 ' -3"(ON E -T H I R D O F E X I T D I S T A N C E , S P R I N K L E R E D ) 3 21 ' -8 " 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 32.8 48 109 0.3 15.7 33 79 0.2 STAIR 2W 32.8 48 109 0.3 15.7 33 79 0.2 STAIR 1W STAIR 1E 20.7 33 104 0.2 31.3 48 104 0.3 STAIR 2E 20.7 33 104 0.2 31.3 48 104 0.3 NOTE: SEE 1/CS038 LEVEL 4 PLAN FOR COMMON NOTES REGARDING TRAVEL DISTANCE & FEC LOCATIONS. . FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 FEC-2 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 218/2 = 109 33 33 218/2 = 109 21.7 33 109 0.2 32.8 48 109 0.3 21.7 33 109 0.2 207/2 = 104207/2 = 104 STAIR 2W 32.8 48 109 0.3 STAIR 1W STAIR 1E 31.3 48 104 0.3 20.7 33 104 0.2 STAIR 2E 31.3 48 104 0.3 20.7 33 104 0.2 NOTE: SEE 1/CS038 LEVEL 4 PLAN FOR COMMON NOTES REGARDING TRAVEL DISTANCE & FEC LOCATIONS. FEC-2 FEC-2 FEC-2 FEC-2 RESFLR 11 7/8 TJI - 1HR FEC-2 FEC-2 FEC-2 FEC-2 NON-RATED CMU WALL 2-HR RATED CMU WALL 2-HR RATED WALL 3-HR RATED WALL CONCRETE WALL PER STRUCT 45 MIN RATED DOOR AS SCHEDULED 90 MIN RATED DOOR AS SCHEDULED EGRESS WIDTHS IBC 1005.3.1 STAIRWAYS: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.30 IN / OCCUPANT) IBC 1005.3.2 OTHER: OCC LOAD X MEANS OF EGRESS CAPACITY FACTOR (0.20 IN / OCCUPANT) X Y Z O X=OCCUPANTS (NUMBER) Y=CAPACITY FACTOR (INCHES/OCCUPANT) Z=MIN REQUIRED CLEAR WIDTH (INCHES) O=ACTUAL CLEAR WIDTH PROVIDED (INCHES) EXITING & SEPARATION DISTANCES 1. EXIT SEPARATION DISTANCE (IBC 1007.1.1, EXCEPT. 2): EQUAL TO OR NOT LESS THAN 1/3 DIAGONAL 2. EXIT ACCESS TRAVEL DISTANCE (IBC 1017. 2): A OCCUPANCY: ≤ 250 FT. B OCCUPANCY: ≤ 300 FT. M OCCUPANCY: ≤ 250 FT. R OCCUPANCY: ≤ 250 FT. S-1 OCCUPANCY: ≤ 250 FT. S-2 OCCUPANCY: ≤ 400 FT. 3. COMMON PATH OF EGRESS TRAVEL (IBC TABLE 1006.2.1): B,S OCCUPANCY (SPRINKLERED) 100'-0" R-2 OCCUPANCY (SPRINKLERED) 125'-0" A OCCUPANCY (SPRINKLERED) 75'-0" EXIT ILLUMINATION AND SIGNAGE MEANS OF EGRESS ILLUMINATION (1008.2) SHALL BE LOCATED IN STAIRWELLS, CORIDORS, PASSENGER ELEVATOR CARS, LOBBIES, AND ROOMS WITH AN OCCUOANT LOAD >100. FIXTURES TO BE INSTALLED IN THE FOLLOWING - AT LEAST 1 PER STAIRWAY LANDING - AT LEAST 1 PER 40 LINEAR FEET OF EGRESS PATH - AT LEAST 1 FOR EVERY 250 SQFT OF LOBBIES, VESTIBULES, AND FOYERS EXIT SIGNS (1013) SHALL MARK THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT IS NO MORE THAN 100 FEET. PATH OF TRAVEL FIRE HOSE PULL LENGTH POINT AT WHICH A CHOICE OF TWO EXITS BECOMES AVAILABLE MEANS OF EGRESS ILLUMINATED DIRECTIONAL SIGNAGE EGRESS PLAN LEGEND 1-HR RATED WALL 11959 REGISTERED ARCHITECT STATE OF WASHINGTON SCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:44:33 AM LIFE SAFETY PLANS - EXITING PLANS CS039 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 20'-0"1 A-FP-B-6 CODE EGRESS 1" = 20'-0"2 A-FP-B-7 CODE EGRESS NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP UP UP DN UP DN DN UP UP DN DNUP DN UP DN DN 36.50000000R10.00090.00000000°5.5004854CB14854CB1 9.99%RAMP DOWN - 15.01%2.39% 2.39% TO PARKING ON L2 1 TO RETAIL ON L1 1 PATH OF TRAVEL LEGEND 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:12:46 PM ACCESSIBLE ROUTE PLANS CS040 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1/32" = 1'-0"1 LEVEL P1 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"2 LEVEL 1 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"3 LEVEL 2 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"4 LEVEL 3 ACCESSIBLE ROUTE DIAGRAM 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL UP DN PATH OF TRAVEL LEGEND 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:44:56 AM ACCESSIBLE ROUTE PLANS CS041 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/32" = 1'-0"1 LEVEL 4 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"2 LEVEL 5 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"3 LEVEL 6 ACCESSIBLE ROUTE DIAGRAM 1/32" = 1'-0"4 LEVEL 7 ACCESSIBLE ROUTE DIAGRAM NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 30" MIN30" MIN 48" MINFORWARD APPROACH 36" MIN LESSTHAN 24"48" MIN < 15"30" MIN60" MIN NOTE: ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. PARALLEL APPROACH POSITION OF CLEAR FLOOR SPACE PARALLEL APPROACH MANEUVERING CLEARANCE IN ALCOVE 48" MINDOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER THE DOOR OR AN ADJACENT SIDELITE 43" MAX ABOVE THE FLOOR VISION LIGHTS WITH THE LOWEST PART MORE THAN 66" ABOVE FINISHED FLOOR ARE NOT REQUIRED TO COMPLY. THE DOOR SURFACE WITHIN 10" OF THE FLOOR SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACES SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. NOTES: 1.EXCEPTIONS FOR DOOR SURFACES: (1) SLIDING DOORS (2) TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10" BOTTOM RAIL HEIGHT REQUIREMENT (3) DOORS THAT DO NOT EXTEND TO WITHIN 10" OF THE FLOORMIN10"43" MAXACCESSIBILITY GENERAL NOTES: THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1-2009 CODE. THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1-2009 CODE. THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF TWO CODES: FAIR HOUSING ACT (FHA) AND THE CURRENT IBC 2018 EDITION WITH ICC A117.1-2009 CODE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. NOTES: 1. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. ICC A117.1-2009 SECTION 302.1 2. OPENINGS IN FLOOR SURFACES SHALL BE OF A SIZE THAT DOES NOT PERMIT THE PASSAGE OF A 1/2" DIAMETER SPHERE UNLESS SPECIFICALLY ALLOWED AND NOTED WITHIN THE ENCLOSED DETAILS; ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.. ICC A117.1-2009 302.3 3. CHANGES IN LEVEL: ICC A117.1-2009 SECTION 303 3.1. CHANGES IN LEVEL OF 1/4" MAXIMUM IN HEIGHT SHALL BE PERMITTED TO BE VERTICAL. 3.2. CHANGES IN LEVEL GREATER THAN 1/4" IN HEIGHT AND NOT MORE THAN 1/2" MAXIMUM IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 3.3. CHANGES IN LEVEL GREATER THAN 1/2" IN HEIGHT SHALL BE RAMPED. 3.4. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL UNCUT PILE TEXTURE. THE PILE SHALL BE 1/2" MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL HAVE TRIM ALONG THE ENTIRE EXPOSED LENGTH. 4. CLEAR FLOOR SPACE: ICC A117.1-2009 SECTION 304 4.1. FLOOR SURFACES OF A CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 4.2. UNLESS NOTED OR OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE REQUIRED BY CODE. 4.3. UNLESS OTHERWISE SPECIFIED, THE CLEAR FLOOR SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 4.4. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 5. ACCESSIBLE ROUTES: ICC A117.1-2009 SECTION 401 5.1. ACCESSIBLE ROUTES SHALL BE WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, INCLUDING DOORS & DOORWAYS, RAMPS (EXCLUDING FLARED SIDE), CURB RAMPS, ELEVATORS AND PLATFORM LIFTS. 5.2. ACCESSIBLE ROUTES SHALL NOT INCLUDE REVOLVING DOORS, REVOLVING GATES OR TURNSTILES. 5.3. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 WITH A MAXIMUM CROSS SLOPE OF 1:48. SLOPES STEEPER THAN 1:20 SHALL COMPLY WITH RAMP REQUIREMENTS. 5.4. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200'-0" MAX. THE PASSING SPACE SHALL BE 60"X60" MINIMUM OR WHERE THERE IS AN INTERSECTION BETWEEN TWO WALKING SURFACES A T-SHAPED TURNING SPACE IS ACCEPTABLE, PROVIDED THAT BASE AND ARMS OF THE T-SHAPE EXTEND 48" MIN BEYOND THE INTERSECTION. 5.5. FOR SEGMENTS EQUAL TO OR LESS THAN 24", THE SEGMENT SHALL BE 32" MINIMUM IN WIDTH 5.6. CONSECUTIVE SEGMENTS OF 32" IN WIDTH SHALL BE SEPARATED BY SEGMENTS 48" MINIMUM LONG BY 36" MINIMUM WIDE. 5.7. SEGMENTS LARGER THAN 24" SHALL BE 36" MINIMUM IN WIDTH. 6. OPERABLE PARTS: ICC A117.1-2009 SECTION 309 6.1. OPERABLE PARTS SHALL COMPLY WITH CODE REQUIREMENTS. 6.2. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGE REQUIREMENTS. 6.3. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 6.4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS MAXIMUM. 7. DOOR HARDWARE: ICC A117.1-2009 SECTION 404.2 7.1. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE 1/2" MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH FLOORS SURFACE AND LEVEL CHANGE REQUIREMENTS. THIS REQUIREMENT SHALL NOT APPLY TO EXISTING OR ALTERED THRESHOLDS 3/4" MAXIMUM HIGH WITH A BEVELED EDGE EACH SIDE WITH A MAXIMUM SLOPE OF 1:2 FOR THE HEIGHT EXCEEDING 1/4". 7.2. OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 7.3. OPERABLE PARTS SHALL BE MOUNTED 34" MINIMUM TO 48" MAXIMUM ABOVE FINISHED FLOOR. 7.4. OPERATING HARDWARE FOR SLIDING DOORS SHALL BE EXPOSED AND USEABLE FROM BOTH SIDES WHEN THE DOOR IS FULLY OPEN. 7.5. LOCKS USED ONLY FOR SECURITY AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION. 7.6. DOOR CLOSURES SHALL BE ADJUSTED SO THAT FROM AN OPEN 90 DEGREES, THE TIME REQUIRED TO MOVE A DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS. 7.7. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN 10 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS 7.8. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE PER THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING, PULLING OR SLIDING OPEN OTHER DOORS SHALL BE 5.0 MAXIMUM. THIS DOES NOT APPLY TO FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVISES THAT HOLD THE DOOR IN A CLOSED POSITION. 8. AUTOMATIC DOORS AND GATES: ICC A117.1-2009 SECTION 404.3 8.1. FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10. 8.2. POWER ASSIST AND LOW ENERGY DOORS SHALL COMPLY WITH ANSI/BHMA A156.19. 8.3. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32" IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR OPENING WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING WIDTH PROVIDED WITH ALL LEAVES IN THE OPEN POSITION. 8.4. DOORS SHALL COMPLY WITH MANEUVERING CLEARANCES AND THRESHOLD REQUIREMENTS. 8.5. MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS. 8.6. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. 8.7. DOORS, DOORWAYS AND GATES DESIGNATED TO BE OPERATED BY SECURITY PERSONNEL ONLY NEED NOT COMPLY WITH MANEUVERING DOORS IN A SERIES AND CONTROL SWITCH REQUIREMENTS. 9. HANDRAILS AND GRAB BARS:ICC A117.1-2009 SECTION 505 9.1. HANDRAILS, GRAB BARS, AND ADJACENT SURFACES SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 9.2. HANDRAILS AND GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 9.3. GRIPPING SURFACES SHALL BE CONTINUOUS WITHOUT INTERRUPTION BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS 9.4. HANDRAILS SHALL EXTEND BEYOND & IN THE SAME DIRECTION OF STAIR FLIGHTS & RAMP RUNS. 9.5. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. 10. LIGHTING CONTROLS AND RECEPTACLES ICC A117.1-2009 SECTION 1005.8 10.1. RECEPTACLE OUTLETS AND OPERABLE PARTS OF LIGHTING CONTROLS SHALL BE LOCATED 15" MINIMUM TO 48" MAXIMUM ABOVE FINISHED FLOOR. 11. WINDOWS ICC A117.1-2009 SECTION 506 11.1. WINDOWS USED TO PROVIDE CODE-REQUIRED FRESH AIR IN TYPE A UNITS SHALL MEET REQUIREMENTS OF OPERABLE PARTS ABOVE AND MEET REACH RANGE REQUIREMENTS ON THIS PAGE. (C)(B)(A)(B)(C) NOTES: (1)ADD 6" IF BOTH CLOSER AND LATCH ARE PROVIDED (2)ADD 6" IF CLOSER PROVIDED (3)ADD 12" BEYOND LATCH IF BOTH CLOSER AND LATCH ARE PROVIDED MANEUVERING CLEARANCES & MANUAL SWING DOORS APPROACH DIRECTION DOOR SIDE PERP TO DOOR (A) EXTENSION BEYOND LATCH (B) EXIT BEYOND HINGE (C) FROM FRONT FROM FRONT FROM HINGE SIDE FROM HINGE SIDE FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE PULL PUSH PULL PULL PUSH PULL PUSH 60" 48" 60" 54" 42" (NOTE 1) 48" (NOTE 2) 42" (NOTE 2) 18" 0" (NOTE 3) 36" 42" 0" (NOTE 3) 24" 24" 0" 0" 0" 22" 0" 0" 0"(A)NOTES: 1. THERE SHALL BE NO PROJECTIONS INTO CLEAR OPENING WIDTH LOWER THAN 34" ABOVE FLOOR. PROJECTIONS INTO CLEAR OPENING WIDTH BETWEEN 34" & 80" ABOVE FINISHED FLOOR SHALL NOT EXCEED 4". 2. DOOR CLOSER AND STOPS SHALL BE PERMITTED TO BE 78" MINIMUM ABOVE FINISHED FLOOR. 3. IN ALTERATIONS, A PROJECTION OF 5/8" MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. (C) FOLDING DOOR (D) DOORWAYS WITHOUT DOORS (B) SLIDING DOORS (A) HINGED DOOR90°36" MIN 32" MIN 32" MIN 32" MIN 48" MINDOOR WIDTH60" MINMIN60"DOOR WIDTH48" MINDOOR WIDTH60" MIN 60" MIN 48"42"48"42" MIN42" MIN22" MIN (1) FRONT APPROACH (2) SIDE APPROACH (3) FRONT APPROACH SLIDING (S) FOLDING (F) (5) POCKET OR HINGE APPROACH S & F (4) STOP OR LATCH APPROACH S & F MANEUVERING CLEARANCES AND SLIDING, FOLDING DOORS, AND DOORWAYS WITHOUT DOORS 24" MIN 48" MINMIN 12"48" MINX> 8"X> 8"60" MIN(1) PUSH SIDE (2) PUSH SIDE W/ BOTH CLOSER & LATCH (3) PULL SIDE MANEUVERING CLEARANCES & RECESSED DOORS 18" MIN MIN9"MIN. 11" MAX 6" 25"30" MIN8" MIN 27" MIN25" MAX 17" MIN 30" MINKNEE CLEARANCE PLAN TOE CLEARANCE PLAN TOE/KNEE CLEARANCE ELEVATION SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR SPACE AT AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A TURNING SPACE AS PROVIDED BELOW. ADDITIONAL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS.27" MINREQUIRED CLR WIDTH FOR ACCESSIBLE ROUTES LEADING EDGE27" MAXGREATER THAN 80"4" MAX 4 1/2" MAX AT HANDRAILS. DR CLOSER & DR STOPS ALLOWED 78" MIN AFF PROVIDE GUARDRAIL OR BARRIER WHERE VERTICAL CLEARANCE IS LESS THAN 80" 11"80" MAXREQ CLR PATH CIRCULATION15" MIN48" MAX20" MAX 48" MAX20"-25" MAX 44" MAXUNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH 34" MAX10" MAX 15" MIN10" MAX 34" MAX46" MAXOBSTRUCTED SIDE REACH UNOBSTRUCTED SIDE REACH *TYPE A UNITS: 24" MAXIMUM REACH *TYPE B UNITS: 25 1/2" MAXIMUM REACH FOR TYPE B UNITS, PER ICC A117.1-2009 1004.9 EXCEPTION 10: WITHIN KITCHENS AND BATHROOMS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS ARE PERMITTED TO BE LOCATED OVER CABINETS WITH COUNTER TOPS 36" MAXIMUM IN HEIGHT AND 25 1/2" MAXIMUM IN DEPTH. 10"-24" MAX 48" MAX48" MAX32" MIN36" MIN24" MAX 48" MIN 24" MAX60" MIN CLRCLR 42" MIN CLR 42" MIN48" MIN CLRFOR SEGMENTS EQUAL TO OR LESS THAN 24" CAN BE 32" MINIMUM WIDTH. CONSECUTIVE SEGMENTS OF 32" IN WIDTH MUST BE SEPARATED BY SEGMENTS 48" LONG BY 36" MINIMUM WIDE. SEGMENTS LARGER THAN 24" SHALL BE 36" IN WIDTH CLEAR WIDTH @ 180 TURN (OPTION A) CLEAR WIDTH @ 180 TURN (OPTION B) CLEAR WIDTH OF ACCESSIBLE ROUTE CLR 36" MIN CLR 36" MIN 24" MIN36" MIN36" MIN MIN 12"60" MIN60" MIN T-SHAPED TURNING SPACE 6 0" MIN CIRCULAR TURNING SPACE NOTES: 1. FLOOR SURFACES OF A TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. 2. TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. 3. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO THE TURNING SPACES.INSIDE CLR15" MININSIDE CLR18" MININSIDE CLR3" MINI N S I D E CL R 1 5 " M IN I N S I D E CL R 1 5 " M IN I N S I DE C L R 15 " M I N INSIDE CLR 12" MIN INSIDE CLR 12" MIN INSIDE CLR 12" MIN CUSTOMER COMPARTMENT STANDARD PARCEL LOCKER LARGE PARCEL LOCKER 17" MAX INT BOTTOM SHELF15" MIN AFFARROW LOCK36" MIN - 48" MAX AFFTO PATRON LOCK48" MAX AFFNOTES: 1. AT LEAST (1) CUSTOMER COMPARTMENT SHALL BE POSITIONED LESS THAN 48" AFF. 2. NO PARCEL LOCKER COMPARTMENT (INT BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 15" AFF. 3. NO PATRON LOCK SHALL BE LOCATED MORE THAN 48" AFF. 4. NO CUSTOMER COMPARTMENT (INT BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" AFF. 5. THE USPS ARROW LOCK SHALL BE LOCATED BTW 36"-48" AFF. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:45:00 AM ACCESSIBILITY - ROUTE DETAILS CS042 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3 CLEAR FLOOR SPACE ICC A117.1-2009 SECTION 305 17 DOOR SURFACES AND VISION LIGHTS ICC A117.1-2009 SECTION 404 14 DOORS AND DOORWAYS ICC A117.1-2009 SECTION 404 5 DOORS AND DOORWAYS - GENERAL ICC A117.1-2009 SECTION 40413DOORS AND DOORWAYS - CLEARANCES AND TWO DOOR SERIES ICC A117.1-2009 SECTION 404 11 DOORS AND DOORWAYS ICC A117.1-2009 SECTION 404 10 DOORS AND DOORWAYS ICC A117.1-2009 SECTION 404 2 KNEE AND TOE CLEARANCES ICC A117.1-2009 SECTION 306 1 PROTRUDING OBJECTS ICC A117.1-2009 SECTION 307 8 REACH RANGES: FORWARD REACHES ICC A117.1-2009 SECTION 308 7 REACH RANGES - SIDE REACHES ICC A117.1-2009 SECTION 308 6 ACCESSIBLE ROUTES - CLEAR WIDTH REQUIREMENTS ICC A117.1-2009 SECTION 402 4 TURNING SPACE ICC A117.1-2009 SECTION 304 15 MAILBOX COMPARTMENT SIZE USPS-STD-4C 16 FRONT LOADING MAILBOXES USPS-STD-4C NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION NOTES: 1. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. 2. LANDINGS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 3. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 4. CURB, RAMPS, AND THE FLARED SIDES OF CURB RAMPS SHALL NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. 5. CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. 6. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. 7. IN ALTERATIONS, WHERE THERE IS NO LANDING AT THE TOP OF THE RAMP, CURB FLARES SHALL BE PROVIDED AT 1:12 MINIMUM. 8. HANDRAILS ARE NOT REQUIRED AT CURB RAMPS. 9. DIAGONAL OR CORNER-TYPE RAMPS WITH RETURNED CURBS OR OTHER WELL DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOMS OF DIAGONAL RAMPS SHALL HAVE 48" MINIMUM CLEAR SPACE OUTSIDE OF ACTIVE TRAFFIC LANES OF THE ROADWAY. 10. MARKED CROSSINGS THAT ARE RAISED TO THE SAME LEVEL AS THE ADJOINING SIDEWALK SHALL BE PRECEDED BY A 24" DEEP DETECTABLE WARNING AT CURB RAMP ONLY. PARKING NOTES: 1. ACCESS AISLES SHALL ADJOIN TO AN ACCESSIBLE ROUTE. 2. ACCESS AISLES SHALL NOT OVERLAP WITH THE VEHICULAR WAY. 3. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING. 4. WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR AISLE. 5. PARKING SPACES & ACCESS AISLES SHALL COMPLY WITH TYPICAL ACCESSIBLE FLOOR SURFACE REQUIREMENTS (SEE GENERAL ACCESSIBLE NOTES & DETAILS) & HAVE SURFACE SLOPES NOT STEEPER THAN 1:48. 6. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 7. PARKING SPACES FOR VANS, ACCESS AISLES SERVING THEM, AND VEHICULAR ROUTES FROM AN ENTRANCE TO THE VAN PARKING SPACES AND FROM THE VAN PARKING SPACES TO A VEHICULAR EXIT SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98" MINIMUM. (114" MINIMUM AT PASSENGER LOADING ZONES.) 8. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. 9. WHERE ACCESSIBLE PARKING SPACES ARE REQUIRED TO BE IDENTIFIED BY SIGNS, THE SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION "VAN ACCESSIBLE." SUCH SIGNS SHALL BE MOUNTED 60" MINIMUM ABOVE THE PARKING SPACE TO THE BASE OF THE SIGN. 10. WHERE AN ACCESSIBLE PARKING SPACE IS PROVIDED WITH ELECTRIC VEHICLE CHARGING, THE ACCESSIBLE PARKING STALL MUST HAVE AN UNOBSTRUCTED ACCESSIBLE ROUTE TO THE EV CHARGING STATION. OPERABLE PARTS FOR THE CHARGING STATION SHALL COMPLY WITH ACCESSIBILITY GENERAL NOTE #6. NOTES: 1. CROSS SLOPES SHALL NOT BE STEEPER THAN 1:48. 2. FLOOR SURFACE SHALL COMPLY WITH CODE REQUIREMENTS. SEE GENERAL NOTES. 3. CLEAR WIDTH OF LANDING SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 4. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 5. WHERE DOORWAYS ARE ADJACENT TO RAMP LANDINGS, MANEUVERING CLEARANCES SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE DOORS ARE PROVIDED WITH LOCKS, LANDINGS SHALL BE SIZED TO PROVIDE REQUIRED TURNING SPACES. 6. LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 7. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. 8. EDGE BARRIERS ARE NOT REQUIRED AT SIDES OF RAMP LANDINGS SERVING AN ADJOINING RAMP RUN OR STAIRWAY OR HAVING A VERTICAL DROP-OFF OF 1/2" MAXIMUM WITHIN 10" HORIZONTALLY OF THE MINIMUM LANDING AREA. SLOPE RISE STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 STEEPER THAN 1:12 BUT NOT STEEPER THAN 1:10 STEEPER THAN 1:8 SHALL NOT BE PERMITTED 3" MAX 6" MAX ALLOWABLE RAMP DIMENSIONS AT EXISTING SIDE, BUILDING & FACILITIES STAIR NOTES: 1. STAIR LIGHTING FOR INTERIOR STAIRWAYS SHALL PROVIDE 10 FOOT-CANDLES OF LUMINANCE MEASURED AT THE CENTER OF TREAD SURFACES AND ON LANDING SURFACES WITHIN 24" OF NOSING. 2. LIGHTING CONTROLS, IF PROVIDED, SHALL HAVE OCCUPANCY-SENSING AUTOMATIC CONTROLS AND MEET THE REQUIRED FOOT-CANDLE REQUIREMENTS AT THE ENTRANCE LANDING, EACH STAIR FLIGHT ADJACENT TO THE ENTRANCE LANDING AND ON THE LANDING ABOVE AND BELOW THE ENTRANCE LANDING PRIOR TO ANY STEP BEING USED. 3. STAIR LEVEL IDENTIFICATION SIGNS SHALL BE IN TACTILE CHARACTERS COMPLYING WITH SIGNAGE REQUIREMENTS. SIGNAGE SHALL BE LOCATED AT EACH FLOOR LANDING IN ALL ENCLOSED STAIRWAYS ADJACENT TO THE DOOR LEADING FROM THE STAIRWELL INTO THE CORRIDOR. THE EXIT DISCHARGE DOOR SHALL HAVE A TACTILE SIGN STATING " EXIT" ACCESSIBILITY GENERAL NOTES: THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE. THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE. THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF TWO CODES: FAIR HOUSING ACT (FHA) AND THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. MIN 8' - 0" MIN 5' - 0" MIN 8' - 0"PER PLANSINTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL AREA TO BE MARKED MIN 5' - 0" MIN 8' - 0"PER PLANSINTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL AISLES MAY BE ON EITHER SIDE OF THE PARKING STALL AREA TO BE MARKED MIN 20' - 0"MIN8' - 0"MIN5' - 0"AREA TO BE MARKED VEHICLE PULL UP AREA MIN 8' - 0" MIN 8' - 0" AISLES MAY BE ON EITHER SIDE OF THE PARKING STALL. VAN PARKING SPACES THAT ARE ANGLED SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE SPACE. AREA TO BE MARKED OPTION 2 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE MOUNTED MIN OF 60" AFF, MEASURED TO THE BOTTOM OF THE SIGN CURB OR WALL 12"1 TREADDN UP UP 44" MIN @ EXT36" MINLANDING LENGTH 60" MIN HANDRAILS PROVIDED FOR RUNS 30" MAX RISE FOR ANY RAMP RUN LANDING LENGTH 60" MIN OVER 6" RISE LANDING LENGTH 60" MIN LANDING LENGTH60" MINLANDING 60" MIN MIN 36" MIN 36" MIN 12" MIN 36" MIN 12" MIN 36" RAMP W/ CURBS RAMP W/ VERTICAL GUARDRAILS RAMP W/ EXTENDED PLATFORM RAMP W/ SIDE WALLS LANDING RAMP RUN 1:12 MAX SLOPE AT ANY GIVEN POINT ALONG THE RAMP LANDING RAILING LANDING RAMP RAMP RUN RAMP RUN LANDING 4" MAXEXTERIOR RAMPS OR RAMPS USED FOR EGRESS SHALL HAVE A MINIMUM CLEAR WIDTH OF 44" WIDE PER WAC 1101.2.1.MAX1/4" - 1/2"MAX1/4"MAX1/2"MAX1/4"1 2 1 2 RESIDENTIAL) 1 1/4" MAX (3/4" MIN FOR NOTES: 1. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHT AND TREAD DEPTH. 2. RISERS SHALL BE 4" MIN AND 7" MAX IN HEIGHT 3. TREDS SHALL BE 11" MIN IN DEPTH 4. OPEN RISER SHALL NOT BE PERMITTED. 5. STAIR TREADS SHALL COMPLY WITH ALL FLOOR SURFACE REQUIREMENTS IN ICC A117.1-2009 SECTION 302 AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 6. THE LEADING 2" OF EACH TREAD SHALL HAVE VISUAL CONTRAST FROM THE REMAINDER OF THE TREAD. 7. PROVIDE HANDRAILS ON BOTH SIDES. 8. STAIR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO PREVENT THE ACCUMULATION OF WATER. 9. STAIRS TO COMPLY WITH ICC A117.1-2009 SECTION 504. BEVELED NOSINGANGLED RISER BEVEL1/2" MAX1 1/4" MAX 1/2" RADIUS MAX M A X 30 ° M A X 3 0 ° MIN 1 1/2" MIN 1 1/2" MIN 1 1/2" 1 1/4" -2" MAX WIDTH 4" -6 1/4" PERIMETER 2 1/4" MAX WIDTH TOP OF RAIL 34" -38" AFF SURFACE OF RAMP, STAIR NOSING OR WALKING SURFACE NOTES: 1. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWELL POSTS, OTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS. 4" -6 1/4" PERIMETER 2 1/4" MAX WIDTH x x 27" MAX27" MAX27" MAX(A) BOTTOM HANDRAIL EXTENSION AT STAIR (B) TOP HANDRAIL EXTENSION AT STAIR (C) TOP & BOTTOM HANDRAIL EXTENSION AT RAMPS MIN 12" MIN 12" MIN 12" NOTES: 1. HANDRAILS SHALL EXTEND BEYOND & IN THE SAME DIRECTION OF STAIR FLIGHTS & RAMP RUNS. 2. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OR AN ADJACENT STAIR FLIGHT OR RAMP RUN. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:45:02 AM ACCESSIBILITY - ROUTE DETAILS CS043 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 16 CURB RAMPS ICC A117.1-2009 SECTION 406 12 ACCESSIBLE PARKING NOTES ICC A117.1-2009 SECTION 502 8 RAMP NOTES ICC A117.1-2009 SECTION 405 4 ACCESSIBLE STAIR NOTES ICC A117.1-2009 SECTION 504 15 ACCESSIBLE PARKING - ADJACENT SPACES ICC A117.1-2009 SECTION 502 11 ACCESSIBLE PARKING - CAR ICC A117.1-2009 SECTION 502 10 PASSENGER LOADING ZONE ICC/ANSI A117.1-2009 SECTION 50314ACCESSIBLE PARKING - VAN ICC A117.1-2009 SECTION 502 5 STAIR PLAN ICC A117.1-2009 SECTION 504 & 505 6 RAMPS ICC A117.1-2009 SECTION 405 & 502 WAC 1101.2.1 9 CHANGE OF LEVEL ICC A117.1-2009 SECTION 303 1 STAIR DETAILS IBC 2018 1011.5.5 ICC A117.1-2009 SECTION 504 2 HANDRAILS ICC A117.1-2009 SECTION 505 3 HANDRAIL ELEVATIONS ICC A117.1-2009 SECTION 505 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 42" MAX 24" MIN 12" MAX 42" MIN 54" MIN 31" MIN - 41" MAX 39" MIN - 41" MAX18" MIN18" MIN(24" MIN**) 36" MIN PREFERRED MIN 12" (12" MIN**) 24"33" MIN - 36" MAX19" MAX17" MIN33" MIN - 36" MAX48" MAXMIN12"MIN1 1/2"AREA OF ALLOWED PROTRUDING DISPENSER SIDE WALLREAR WALL NOTE: ** REAR GRAB BAR IS PERMITTED TO BE 24" WHERE WALL SPACE DOES NOT PERMIT 36" MINIMUM LENGTH DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WC TOILET & BATHROOM NOTES: 1.TURNING SPACES SHALL BE PROVIDED WITHIN THE ROOM. SEE GENERAL ACCESSIBILITY NOTES. 2.CLEAR FLOOR SPACES, CLEARANCES AT FIXTURES AND TURNING SPACES MAY OVERLAP. 3.DOORS SHALL NOT SWING INTO CLEAR FLOOR SPACE OR CLEARANCES FOR ANY FIXTURE. 4.PAPER DISPENSERS, SANITARY NAPKIN RECEPTACLES, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AT OTHER FIXTURES, THE TURNING SPACE AND GRAB BARS ASSOCIATED WITH THE WATER CLOSET SHALL BE PERMITTED WITHIN THE REQUIRED CLEAR SPACE FOR THE WATER CLOSET. 5.WATER CLOSET SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 6.TOILET PAPER DISPENSERS SHALL NOT BE LOCATED BEHIND THE GRAB BARS. 7.DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROL DELIVERY OR DO NOT ALLOW CONTINUOUS PAPER FLOW. 8.WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REQUIRED GRAB BAR, THAT GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 9.NOT USED. 10.FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH OPERABLE PART REQUIREMENTS. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. 11.IN AMBULATORY ACCESSIBLE COMPARTMENTS, FLUSH CONTROLS SHALL BE PERMITTED ON EITHER SIDE OF THE WATER CLOSET. 12.TOILET AND BATHING ROOMS FOR A SINGLE OCCUPANT, ACCESSED ONLY THROUGH A PRIVATE OFFICE AND NOT FOR COMMON USE OR PUBLIC USE SHALL BE PERMITTED THE FOLLOWING; a.DOORS MAY SWING INTO THE CLEAR FLOOR SPACE, PROVIDED THE SWING OF THE DOOR CAN BE REVERSED TO MEET NOTE 3 REQUIREMENTS. b.DOORS MAY SWING INTO THE CLEAR FLOOR SPACE IF THERE IS A 30”X 48”CLEAR FLOOR SPACE WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING. c.ARE NOT REQUIRED TO MEET WATER CLOSET SEAT HEIGHT REQUIREMENTS. d.GRAB BARS ARE NOT REQUIRED PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT TYPICAL GRAB BAR INSTALLATION. e.KNEE AND TOE REQUIREMENTS AT LAVATORIES ARE NOT REQUIRED. f.HEIGHT REQUIREMENTS FOR THE TOP OF LAVATORIES IS NOT REQUIRED. g.GRAB BARS AT SHOWER COMPARTMENTS ARE NOT REQUIRED TO BE INSTALLED PROVIDED REINFORCEMENT HAS BEEN INSTALLED IN WALLS AND LOCATED SO AS TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SHOWER COMPARTMENT REQUIREMENTS. 13. LAVATORIES AND SINKS a.A PARALLEL APPROACH COMPLYING WITH CLEAR SPACE REQUIREMENTS SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOK TOP OR CONVENTIONAL RANGE IS NOT PROVIDED. 14.A PERMANENT SEAT AT THE HEAD END OF THE BATHTUB OR A REMOVABLE IN-TUB SEAT SHALL BE PROVIDED. SEATS SHALL COMPLY WITH TUB AND SHOWER “SEAT”REQUIREMENTS. 15.SEAT STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE SEAT, FASTENER MOUNTING DEVICE OF SUPPORTING STRUCTURE. 16.SHOWERS: a.GRAB BARS SHALL COMPLY WITH TOILET AND BATHING ROOM GRAB BAR REQUIREMENTS. WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FLOOR. b.A HAND SHOWER WITH A HOSE 59”MINIMUM IN LENGTH, THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NON-POSITIVE SHUTOFF FEATURE. AN ADJUSTABLE-HEIGHT SHOWERS HEAD MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS NOT TO CONSTRUCT THE USE OF GRAB BARS. i.EXCEPTION: A FIXED SHOWER HEAD SHALL BE PERMITTED IN LIEU OF A HAND SHOWER WHERE THE SCOOPING PROVISIONS OF THE ADMINISTRATIVE AUTHORITY REQUIRE A FIXED SHOWER HEAD. c.THRESHOLDS IN ROLL-IN-TYPE SHOWER COMPARTMENT SHALL BE 1/2”MAXIMUM IN HEIGHT IN ACCORDANCE WITH LEVEL CHANGE REQUIREMENTS. IN TRANSFER-TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2”MAXIMUM IN HEIGHT SHALL BE BEVELED, ROUNDED, OR VERTICAL. i.EXCEPTION: IN EXISTING FACILITIES, IN TRANSFER TYPE SHOWER COMPARTMENTS WHERE PROVISION OF A THRESHOLD 1//2”IN HEIGHT WOULD DISTURB THE STRUCTURAL REINFORCEMENT OF THE FLOOR SLAB, A THRESHOLD 2”MAXIMUM IN HEIGHT SHALL BE PERMITTED. d.SHOWER COMPARTMENT ENCLOSURES FOR SHOWER COMPARTMENTS SHALL NOT OBSTRUCT CONTROLS OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. i. SHOWERS SHALL DELIVER WATER THAT IS 120°F (49°C) MAXIMUM. 4" MIN4" MIN42" MIN CLRGRAB BARS SHALL COMPLY W/ TYPICAL WC GRAB BAR REQUIREMENTS ALTERNATE DR LOCATION COMPARTMENTS SHALL BE ARRANGEMENTS FOR LEFT-HAND OR RIGHT-HAND APPROACH TO WC LOCATE DR IN FRONT OR SIDE PARTITIONFARTHEST FROM WC60" MIN CLR AT WALL HUNG WC56" MIN CLR60" MIN CLR AT FLR MOUNTED WC59" MIN CLRNOTES: 1. TOILET COMPARTMENT DOORS AND HARDWARE SHALL COMPLY WITH ACCESSIBLE DOOR AND DOORWAY REQUIREMENTS EXCEPT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR. 2. THE DOOR SHALL BE SELF-CLOSING. 3. A DOOR PULL COMPLYING WITH ACCESSIBLE HARDWARE REQUIREMENTS SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. 4. DOORS SHALL NOT SWING INTO THE REQUIRED MIN AREA OF THE COMPARTMENT. 5. EXCEPTION: DOOR MAY SWING INTO FIXTURE CLEAR FLOOR SPACE: WHERE THE ROOM IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE IS COMPLYING WITH SECTION 305.3 IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, THE DOOR SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 604.3.2.2. WALL-HUNG WC FLOOR-MOUNTED WC (CHILD WC) 18" MAX 16" MIN 18" MAX 16" MIN 60" MIN CLR 59" MIN CLR AT FLR MOUNTED FIXTURES56" MIN CLR AT WALL MOUNTED ACCESSIBLE WATER CLOSET SIDE WALL OR PARTITION OTHER FIXTURES NOT ALLOWED IN THIS AREA 35" MAX40" MAX40" MIN - 48" MAX AFFMAX REACH DEPTH .5 INCH 2 INCHES 5 INCHES 6 INCHES 9 INCHES 11 INCHES MAX REACH HEIGHT 48 INCHES 48 INCHES 42 INCHES 40 INCHES 36 INCHES 34 INCHES OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SHALL COMPLY WITH THE TABLE BELOW MIRROR AT LAVATORY SINK OR COUNTER MIRROR COAT HOOKS & SHELVES COAT HOOK: LOCATE WITHIN ONE OF THE REACH RANGES. SEE GENERAL ACCESSIBILITY NOTES 1 1/2"1 1/4"- 2" PROJECTING OBJECTS NOT ALLOWED WITHIN THIS AREA NOTES: 1. THE SPACE BETWEEN GRAB BARS & SHOWER CONTROLS. SHOWER FITTINGS AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE IN 1 1/2" MINIMUM. 2. SWING-UP GRAB BARS ARE NOT REQUIRED TO COMPLY WITH REQUIREMENTS FOR PROJECTING OBJECTS 3. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 LBS IS APPLIED AT ANY POINT ON THE GRAB BAR FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE TO BAR 34"-36" AFF TO TO GRIPPING SURFACE (EXCEPT VERT GRAB BARS & LOWER GRAB BAR & BATH TUB) 4" MIN-4.8" MAXIMUM PERIMETER 2" MAXIMUM CROSS SECTION12" MINCLR 1 1/2" CLR 32" MIN CLR 1 1/2"CLR1 1/2"ACCESSIBLE DOOR HANDLE SLIDING DOOR (SURFACE MOUNTED) NOTE: PROVIDE 1-1/2" CLR SPACE AROUND DOOR HANDLE IN OPEN & CLOSED POSITION ON BOTH SIDES OF THE DOOR.WALLWALLWALL HUNG TYPE STALL TYPE17" MAX30" X 48" CLEAR FLOOR SPACE, FORWARD APPROACH FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH OPERABLE PART REQUIREMENTS AND MOUNTED AT 44" MAXIMUM ABOVE FINISHED FLOOR MIN 5" MIN 15"EQEQ48" MIN MAX 3 1/2"EQEQKNEE SPACE27" MIN CLRTO SPOUT AFF36" MAX FOR STANDING PERSONS38" MIN - 43" MAXNOTES: 1. ACCESSIBLE DRINKING FOUNTAINS SHALL COMPLY WITH CLEAR FLOOR SPACE, KNEE AND TOE CLEARANCES, REACH AND PROTRUDING OBJECT REQUIREMENTS. SEE GENERAL ACCESSIBILITY NOTES. 2. DRINKING FOUNTAINS FOR STANDING PERSONS NEED NOT COMPLY. 3. FOUNTAINS PRIMARILY FOR CHILDREN'S USE WHERE THE SPOUT IS 30" MAXIMUM AFF AND PARALLEL APPROACH IS PERMITTED. 4. PROVIDE WATER FLOW OF 4" MINIMUM HIGH. ANGLE OF THE WATER STREAM FROM SPOUTS LESS THAN 3 1/2" TO FRONT SHALL BE AT 30" MAX, BETWEEN 3 1/2" TO 5" SHALL BE 15" MAX MEASURED HORIZONTALLY FROM FRONT FACE. CLEAR FLOOR SPACE CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH PERMITTED IN EXISTING BUILDINGS OF FOR REPLACEMENTS FOR EXISTING FOUNTAINS ONLY CANE RAIL AT HEIGHT DRINKING FOUNTAIN. 4" AWAY FROM FRONT EDGE OF WATER FOUNTAIN (MIN 27" HEIGHT). OPTION: MANUFACTURERS MAY HAVE ALTERNATE SHROUDS. 8" MIN 9"MIN 11" MIN 6" WATER FLOW 11" MAX 18" MAX17" MINEQ EQ 30"X 42" CLEAR FLOOR SPACEOF SINK RIM34" MAX TO TOP11" MAX SOAP HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM WATER SUPPLY AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORY OR SINK NOTES: 1. THE REQUIREMENT FOR KNEE AND TOE CLEARANCES SHALL NOT APPLY TO MORE THAN ONE BOWL OF A MULTIBOWL SINK. 2. A PARALLEL APPROACH SHALL BE PERMITTED AT WET BARS. 3. WHERE ENHANCED REACH RANGE IS REQUIRED AND LAVATORIES, FAUCETS AND SOAP DISPENSERS CONTROLS SHALL HAVE A REACH DEPTH OF 11" MAXIMUM OR ACTIVATED WITHIN 11" IF AUTOMATIC.6" MIN6" MIN 9" MIN12" MIN6" MIN 6" MIN ELEVATION -CHILDREN FLOOR-MOUNTED WC (CHILD WC) ELEVATION -ADULT PLANS: 1. TOE CLEAR AND FRONT PARTITION IS NOT REQUIRED IN COMPARTMENT GREATER THAN 62" FOR WALL-HUNG WC OR GREATER THAN 65" IN DEPTH WITH A FLOOR- MOUNTED WC. FOR CHILDREN, TOE CLR NOT REQUIRED IN COMPARTMENTS GREATER THAN 65" IN DEPTH. 2. TOE CLEAR AND SIDE PARTITION NOT REQUIRED IN COMPARTMENTS GREATER THAN 66" IN WIDTH. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:45:05 AM ACCESSIBILITY - COMM PLUMBING LAYOUTS & HTS CS044 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 14 WATER CLOSET - TYPICAL ELEVATION ICC A117.1-2009 SECTION 604 2 TYP TOILET & BATHING ROOM NOTES 9 ACCESSIBLE COMPARTMENTS ICC A117.1-2009 SECTION 604 6 ACCESSIBLE COMPARTMENTS ICC A117.1-2009 SECTION 60410WATER CLOSET - TYPICAL PLAN ICC A117.1-2009 SECTION 604 13 MISCELLANEOUS BATHROOM FIXTURES ICC A117.1-2009 SECTION 604 8 GRAB BARS ICC A117.1-2009 SECTION 606 5 ACCESSIBLE COMPARTMENTS ICC A117.1-2009 SECTION 404 11 URINALS ICC A117.1-2009 SECTION 605 7 DRINKING FOUNTAINS ICC A117.1-2009 SECTION 602 16 LAVATORIES & SINKS ICC A117.1-2009 SECTION 606 1 ACCESSIBLE COMPARTMENTS ICC A117.1-2009 SECTION 604 ACCESSIBILITY GENERAL NOTES THE COMMERCIAL/PUBLIC AREAS OF THE PROJECT SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE AND FEDERAL REQUIREMENTS (2010 ADA STANDARDS). THE PUBLIC AREAS FOR THE LIVE-WORK UNITS (WORK AREA, LAVATORY AND WATERCLOSET) SHALL COMPLY WITH THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE AND FEDERAL REQUIREMENTS (2010 ADA STANDARDS). THE RESIDENTIAL AREAS OF THE PROJECT SHALL COMPLY WITH THE MOST STRINGENT INTERPRETATION OF THE FOLLOWING CODES: FAIR HOUSING ACT (FHA), THE CURRENT IBC 2018 EDITION WITH ICC A117.1 CODE, AND FEDERAL FAIR HOUSING "SAFE HARBORS." THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE CODE, EVEN IF NOT SPECIFICALLY DETAILED IN THE CONSTRUCTION DOCUMENTS. NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION TO BOTTOM OF REFLECTIVE SURFACEF.MIRROR FINISH FLOOR40" MAX D.ROBE HOOKNOTES: • HEIGHTS INDICATED ARE TYPICAL FOR ALL UNITS, UNO. • SEE PLANS FOR HORIZONTAL PLACEMENT OF ACCESSORIES, TYP • MASTER GAS SWITCH AT BARBEQUES CANNOT BE TWIST TYPE. C.BATH TOWEL BAR A.HAND TOWEL RING 78" MIN51" TYPE A54"G.CLOSET SHELF AND ROD B.T.P. HOLDER 46" ACCESSIBLECBC40 1/32"40" CBCIF NO TOWEL BAR AT 40" AFF 60"E.MEDICINE CABINET RESIDENTIAL DUALSINGLE ADAPTABLE AT ACCESSIBLE UNITS 20"70"44"ACCESSIBLE48" MAX70"40"40"5"3 1/4"I.THERMOSTAT / WATER SUBMETER REMOTE READER G.GENERAL OUTLETS WALL SWITCHES 48"C.KITCHEN RECEPTACLES B.WASHER / DRYER RECEPTACLES CL TO TOP OF CONTROLS48"D.VANITY LIGHT FIXTURE FINISH FLOOR L.LOAD CENTER A.WATER HEATER J- BOX 48"CL SINK K.EXTERIOR SCONCE H.TV OUTLET A/V RECEPTACLES MIN AFF15"60"SMURF TUBE MULTI DATA BOX LOW VOLTAGE DATA CABLE PLATE 30"DRYER BOX WASHER BOX M.DATA PANEL66"84"SMURF TUBE LOW VOLTAGE DATA CABLE PLATE OUTLET RECESSED AREA AT REAR OF APPLIANCE 6"EQEQ F.KITCHEN ISLAND OUTLET OUTLET w/ USB SIDE END (FIXED CASEWORK ONLY)94"J.FIRE ALARM DEVICES GROUND WIREELECTRICAL NOTES: • DIMENSIONS ARE TO CENTER OF ELEC BOX, TYP UNO. • RANGE OUTLET 3.5" CENTER OF BOX (HORIZONTAL) & 6" OFFSET FROM CENTER OR OVEN. • EXTERIOR METER PACKS: 36" CENTER OF BOTTOM METER.48"TO BOTTOM EDGE OF SCONCE> 80" AFFMIN AFF15"SWITCH & OUTLET BOXES48" MAX AFF TO86"44" MAX AFF80"6"3 1/2"E.VANITY-MOUNTED OUTLET3' - 0"PROVIDE CLEAR FLOOR SPACE IN FRONT OF THE DEVICE. DEVICE SHOULD BE OPERABLE WITH ONE HAND. (FHADM 5.8; ICC A117.1-2009 804.6.2, 1003.9, 1004.9, 309, 308) FINISH FLOOR40"N.HAND DRYERTO OF OPENING40" MAXM.PAPER TOWEL DISPENSER/ RECEPTACLEOPERABLE PART40" MAX ATL.SOAP DISPENSER40" MAXK.NAPKIN DISPOSAL40" MAXJ.NAPKIN DISPENSER40" MAX36" MINH.SEAT COVERMIN6"BOTTOM ROW OF BRAILLE48" MIN TO BASELINE OF*SIGNAGE TO BE MOUNTED ON LATCH SIDE OF DOOR. PROVIDE CLEAR FLOOR AREA 18"X18" MIN CENTERED ON TACTILE CHARACTER, BEYOND THE ARC OF ANY DOOR SWING. SIGNS SHOULD BE OF CHARACTERS, PROPORTIONS, FINISH, & HIGH CONTRAST AS DETAILED IN ICC A117.1-2009. RESTROOMS REQUIRE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ENSURE SIGNS ARE LOCATED CORRECTLY AS SCOPED PER FHADM SECTIONS 1.11, 3.4, 3.10, 3.11; ICC A117.1-2009 703; ADAS SECTIONS 216,703; 2018 IBC SECTION 1111. F.SIGNAGE*E.CALL BOX, KEYCARD/FOB READERS48"D.STANDARD DRINKING FOUNTAIN-48" MAX UNOBSTRUCTED FORWARD & SIDE REACH TO OPERATING HARDWAREA.TRASH CHUTE *MUST HAVE A PNEUMATIC DEVICE FOR OPERATION WITH ONE HAND NO TIGHT GRASPING OR TWISTING AND A MAX FORCE TO OPERATE OF 5 PSF OF TOP ROW OF TEXT60" MAX TO BASELINE18" CLR 48" MAX15" MINI.ACCESSIBLE SEAT COVER C.FIRE EXTINGUISHER39" MAX @>40 LBS49" MAX @<40 LBSB.FIRE ALARM PULL STATION42"COMMON USE / RESIDENTIAL WHEELCHAIR ACCESSIBLE 36" MAXREQUIRED27" MIN KNEE SPACESTANDING PERSON38" MIN TO 43" MAXPROVIDE CALL BOX CONTROLS WITHIN REACH RANGE OF A MIN. 30"x48" CLEAR FLOOR SPACE WITH A SLOPE OF LESS THAN 1:48 IN ALL DIRECTIONS. COMPLY WITH ICC A117.1 SECTION 708 G.ELEVATOR CALL BUTTONS15"- 48"CALL BUTTONS SHOULD BE RAISED OR FLUSH AND OBJECTS BELOW BUTTONS SHALL PROTRUDE 1" MAX. ELEVATOR CALL BUTTONS OR KEYPADS SHALL COMPLY WITH ICC A117.1 SECTION 407.2 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:45:07 AM MOUNTING HEIGHTS AND LAYOUTS CS045 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/8" = 1'-0"1 GENERAL MOUNTING HEIGHT DIAGRAMS - RESIDENTIAL 3 GENERAL MOUNTING HEIGHT DIAGRAMS - ELECTRICAL ICC A117.1-2009 SECTION 308 3/8" = 1'-0"2 GENERAL MOUNTING HEIGHT DIAGRAMS - COMMON USE / RESIDENTIAL NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 9:45:17 AM ENERGY CODE COMPLIANCE CS050 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 ALL ROOMS NOT LISTED AS LOW ENERGY OR UNCONDITIONED ARE CONDITIONED SPACE, TOTAL SF PROVIDED ONLY GROSS FLOOR AREA BY CONDITIONING TYPE VERTICAL FENESTRATION AREA CALCULATION FENESTRATION % = FENESTRATION AREA TOTAL / (SOLID WALL AREA + FENESTRATION AREA) FENESTRATION % = 50,792 SF / 169,576 SF = 29.95% ENERGY CODE COMPLIANCE NOTES 1. THIS PROJECT IS USING THE PRESCRIPTIVE METHOD OF COMPLIANCE 2. THERMAL ENVELOPE INSULATION WILL BE IDENTIFIED IN ACCORDANCE WITH SECTION C303.1.1 OF WSEC 3. FENESTRATION U-FACTORED WILL BE DETERMINED & LABELED IN ACCORDANCE WITH C303.1.3 OF WSEC AND NFRC 100 4. ALL LUMINARIES INSTALLED ON WALLS PART OF THE BUILDING THERMAL ENVELOPE WILL BE SURFACE MOUNTED AND NOT INTERFERE WITH THERMAL ENVELOPE 5. PROJECT CLOSEOUT DOCUMENTATION IS REQUIRED TO BE PROVIDED TO THE OWNER OR OWNER'S AGENT WITHIN 90 DAYS OF CERTIFICATE OF OCCUPANCY IN ACCORDANCE WITH C103.6 OF WSEC INCLUDING BUT NOT LIMITED TO APPLICABLE CALCULATIONS, WSEC COMPLIANCE REPORTS, AND FENESTRATION NFRC CERTIFICATES 6. ENERGY CODE COMPLIANCE ITEMS RELATED TO MECHANICAL AND ELECTRICAL WILL BE UNDER A SEPARATE PERMIT APPLICATION 7. PER C406.1 OF WSEC THIS PROJECT WILL ACHIEVE 3 CREDITS FROM ITEM 3. REDUCED LIGHTING POWER, AND 3 CREDITS FROM ITEM 5 ON-SITE SUPPLY OF RENEWABLE ENERGY 8. PROJECT WILL COMPLY WILL ALL APPLICABLE REQUIREMENTS OF C403.7.6 ENERGY RECOVERY VENTILATION SYSTEMS AND WILL BE PART OF THE MECHANICAL PERMIT APPLICATION M64P1 & SIM U-FACTOR COMPLIANCE SEE SHEETS AA010-AA012 FOR ASSEMBLY INFORMATION USING R-30 BATTS IN A 2X8 STUD CAVITY FOR R-30 ON-SITE RENEWABLE ENERGY CALCULATION PER WSEC C406.5 kBTU PER YEAR = 1.31(RETAIL kBTU PER YEAR PER SF) * RETAIL SF + 0.50 (MULTI-FAMILY RESIDENTIAL kBTU PER YEAR PER SF) * RESIDENTIAL SF kBTU PER YEAR = 1.31 * 24,904 SF + 0.50 * 422,209SF = 243,728 kBTU PER YEAR REQUIRED REF: AB2.RE.0 AND AB2.RW.0 FOR PV ARRAY LOCATION CONDITIONED ENCLOSURE WALL AREA (EXCLUDES OPENINGS) Type Mark Area Count 113 2 F57Q0 6,784 75 I03G0 5,875 69 M60P0 10,478 32 M64K0 90 3 M64P0 9,888 144 M66P0 502 6 M66P1 4,819 11 M67P2 1,198 9 U00Q0 1,026 10 W54P1 474 1 W54Q1 76,075 1181 W55Q2 2,570 24 Grand total: 1567 119,893 SOLID WALL AREAFENESTRATION AREA CONDITIONING TYPE ROOM SCHEDULE ROOM NUMBER ROOM NAME Area Low Energy U002 WATER + PUMP 397 U004 SWITCH GEAR 364 U005 SPRINKLER 112 S101 BIKE STORAGE 137 S102 RESIDENT STORAGE 1,029 S103 STORAGE 278 S104 STORAGE 436 U103 SWITCH GEAR 537 U104 STAIR PRESSURIZATION CLOSET 40 U203 METER ROOM 121 3,451 Unconditioned M002E GARAGE EXHAUST 153 M002W GARAGE EX. 107 P001 PARKING 63,100 ST-01P STAIR P1 200 L100 VESTIBULE 60 M102E GARAGE EXHAUST 146 M102W GARAGE EX. 67 ST-01P STAIR P1 200 ST-01S STAIR 1S 179 U101 TRASH 424 U102 TRASH 885 L208 CORRIDOR 366 M202E GARAGE EXHAUST 79 M202W GARAGE EX. 90 P201 COMMERCIAL PARKING 11,821 P202 PARKING 32,927 ST-01P STAIR P1 266 ST-01S STAIR 1S 177 ST-03E STAIR 3E 130 M302E GARAGE EX. 71 M302W GARAGE EX. 65 ST-03E STAIR 3E 147 M402E GARAGE EX. 78 M402W GARAGE EX. 65 M502E GARAGE EX. 78 M502W GARAGE EX. 65 M602E GARAGE EX. 78 M602W GARAGE EX. 65 M702E GARAGE EX. 78 M702W GARAGE EX. 65 112,237 ROOM NUMBER ROOM NAME SPACE TYPE AREA # OF ROOMS Conditioned Residential 422,070 600 Retail 24,904 13 446,974 WINDOW AREA Type Mark Width Height Count Rough Opening Area A1 6' - 0" 4' - 6" 266 7,182 A1S 6' - 0" 4' - 6" 4 108 A2 6' - 0" 5' - 0" 229 6,870 A2S 6' - 0" 5' - 0" 3 90 A4 5' - 0" 4' - 6" 22 495 A5 5' - 0" 5' - 0" 16 400 B1 6' - 0" 6' - 0" 156 5,616 B1S 6' - 0" 6' - 0" 27 972 B2 6' - 0" 6' - 6" 123 4,797 B2S 6' - 0" 6' - 6" 18 702 B3S 5' - 0" 6' - 0" 1 30 C1 2' - 6" 4' - 6" 27 304 C1S 2' - 6" 4' - 6" 1 11 C2 2' - 6" 5' - 0" 21 263 C3 6' - 0" 2' - 0" 27 324 C5 3' - 3" 2' - 0" 5 33 C7 3' - 6" 2' - 0" 4 28 C8 3' - 0" 4' - 6" 15 203 C9 3' - 0" 5' - 0" 15 225 C10 3' - 0" 2' - 0" 1 6 D1 2' - 6" 6' - 0" 7 105 D2 3' - 3" 6' - 0" 10 195 D3 2' - 6" 6' - 6" 4 65 D4 3' - 6" 6' - 6" 11 250 D5 3' - 3" 6' - 6" 10 211 D6 3' - 0" 6' - 0" 9 162 D7 3' - 0" 6' - 6" 3 59 E1 3' - 0" 4' - 6" 8 108 E2 3' - 0" 5' - 0" 6 90 E4 2' - 6" 5' - 0" 2 25 Grand total: 1051 29,928 GLASS DOOR AREA Type Mark Width Height Count Rough Opening Area L118 6' - 0" 8' - 0" 1 43 L303Eb 15' - 0" 7' - 0" 1 105 L303Ec 3' - 0" 7' - 0" 1 43 L306Eb 3' - 0" 7' - 0" 1 32 L307Ea & L303W 3' - 0" 7' - 0" 2 72 L702W & L703Wb 3' - 0" 7' - 10" 2 51 RE1 3' - 0" 7' - 0" 139 3,168 RE2 3' - 0" 7' - 0" 38 868 RE3 3' - 0" 7' - 10" 97 2,470 RE4 3' - 0" 7' - 10" 39 993 U003b 9' - 0" 7' - 0" 1 63 Grand total: 322 7,908 STOREFRONT AREA Type Mark Count Area SF-01 140 12,514 SF-02 7 448 Grand total: 147 12,962 ROOF AREA Type Mark Count Area EWRS1 32 67,151 Grand total: 32 67,151 ROOF AREA NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION A101 1 1 1 1 A101 1 1 1 1 1 A101 SIM 1 A101 SIM A101 1 SIM A101 1 SIM BUILDING ELEVATION INTERIOR ELEVATION BUILDING SECTION WALL SECTION DETAIL SECTION DETAIL CALLOUT TITLE BAR ROOM NAME 101150 SF Name Elevation 0 GRIDLINE LEVEL SPOT ELEVATION ROOM TAG 101 DOOR TAG 1t WINDOW TAG D010H WALL TAG 1t STOREFRONT TYPE SD SMOKE DETECTOR CO CARBON DIOXIDE DETECTOR CF CEILING FAN WF WHOLE HOUSE FAN F EXHAUST FAN ELECTRICAL PANEL, PER ELECTRICAL FIRE EXTINGUISHER CABINET - FEC (SURFACE MOUNTED) FIRE EXTINGUISHER CABINET - FEC (RECESSED) FEC FEC EXIT LUMINAIRE. SHADED SIDE INDICATES FACE SIDE. PROVIDE DIRECTIONAL ARROW(S) AS INDICATED ON PLAN STANDPIPESP RECESSED KNOX BOXKB 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:49:11 PM SYMBOLS, ABBREVIATIONS, & TECHNOMS AB000 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 FD FLOOR DRAIN FCS FIBER CEMENT SIDING FCP FIBER CEMENT PANEL FAB FABRICATOR EXT EXTERIOR EXH EXHAUST EQUIP EQUIPMENT EQ EQUAL EO EDGE OF ENCL ENCLOSURE ELEV ELEVATOR ELEC ELECTRICAL EL ELEVATION EJ EXPANSION JOINT EA EACH E EAST (E) EXISTING DWR DRAWER DWG DRAWING DW DISHWASHER DTL DETAIL DS DOWNSPOUT DR DOOR DN DOWN DIA DIAMETER DEMO DEMOLISH CW COLD WATER CTRL CONTROL CSMT CASEMENT CPT CARPET CORR CORRIDOR COORD COORDINATE CONTR CONTRACT(OR) CONT CONTINUOUS CONST CONSTRUCTION CONN CONNECTION CONC CONCRETE COL COLUMN CNTR COUNTER CMU CONCRETE MASONRY UNIT CLR CLEAR(ANCE) CLO CLOSET CLG CEILING CL CENTERLINE CIP CAST IN PLACE CH CHANNEL CFS CLEAR FLOOR SPACE CER CERAMIC CEM CEMENT CB CATCH BASIN CAN CANOPY CAB CABINET BTW BETWEEN BTM BOTTOM BSMT BASEMENT BRK BRICK BRG BEARING BR BEDROOM BO BOTTOM OF BM BEAM BLDG BUILDING BF BARRIER FREE BE BUILDING ENVELOPE BA BATH AWN AWNING AVG AVERAGE AUTO AUTOMATIC ASF ABOVE SUB FLOOR ARCH ARCHITECT(URAL) APT APARTMENT APPROX APPROXIMATE(LY) ALT ALTERNATE AL ALUMINUM AJST ADJUSTABLE AFF ABOVE FINISHED FLOOR ADJ ADJACENT ADDL ADDITIONAL ABV ABOVE AB AIR BARRIER A/C AIR CONDITIONING ABBREVIATIONS PERM PERMEABLE PERIM PERIMETER PERF PERFORATED OVHD OVERHEAD OPP OPPOSITE OPG OPENING OLF OCCUPANT LOAD FACTOR OH OPPOSITE HAND OFF OFFICE OD OUTSIDE DIAMETER OCC OCCUPANT, OCCUPANCY OC ON CENTER OA OVERALL NTS NOT TO SCALE NSF NET SQUARE FEET NO NUMBER NIC NOT IN CONTRACT N/A NOT APPLICABLE N NORTH (N) NEW MTL METAL MISC MISCELLANEOUS MIR MIRROR MIN MINIMUM, MINUTE MFR MANUFACTURER MEZZ MEZZANINE MED MEDIUM MECH MECHANICAL MAX MAXIMUM MAT MATERIAL MAINT MAINTENANCE LRG LARGE LB POUND LAV LAVATORY LAM LAMINATED KW KILOWATTS JT JOINT JAN JANITOR INT INTERIOR INSUL INSULATION INCL INCLUDED, INCLUDING IN INCH ID INSIDE DIAMETER HW HOT WATER HVAC HEATING, VENTILATION, & AIR CONDITIONING HT HEIGHT HR HOUR HOR HORIZONTAL HM HOLLOW METAL HDWD HARDWOOD HDR HEADER HD HEAVY DUTY HB HOSE BIB GYP GYPSUM GWB GYPSUM BOARD GSF GROSS SQUARE FEET GL GLASS GC GENERAL CONTRACTOR GB GRAB BAR GALV GALVANIZED GA GAUGE FURN FURNITURE FTG FOOTING FT FEET FRT FIRE RETARDANT TREATED FOS FACE OF STUD FOM FACE OF MASONRY FOF FACE OF FINISH FOC FACE OF CONCRETE FO FACE OF FLUOR FLUORESCENT FLR FLOOR FIN FINISHED FF FINISHED FLOOR FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER FDN FOUNDATION WT WEIGHT WRB WEATHER RESISTANT BARRIER WR WEATHER RESISTANT WIN WINDOW WH WATER HEATER WD WOOD WC WATER CLOSET W/O WITHOUT W/D WASHER/DRYER W/ WITH W WEST, WIDE VTR VENT TO ROOF VIF VERIFY IN FIELD VERT VERTICAL VEN VENEER VCT VINYL COMPOSITION TILE UTIL UTILITY UNO UNLESS NOTED OTHERWISE TYP TYPICAL TOW TOP OF WALL TOP TOP OF PARAPET TOCB TOP OF CURB TOC TOP OF CONCRETE TO TOP OF THK THICK(NESS) TEMP TEMPORARY TEL TELEPHONE TBD TO BE DETERMINED T&G TONGUE AND GROOVE T TREAD SW SHEAR WALL, SOUTHWEST SUSP SUSPENDED STRUCT STRUCTURE, STRUCTURAL STOR STORAGE STL STEEL STD STANDARD STC SOUND TRANSMISSION COEFFICIENT SS STAINLESS STEEL SQ SQUARE SPKLR SPRINKLER SPEC SPECIFICATION SPC SPACE, SPACED, SPACING SP STANDPIPE SIM SIMILAR SHTG SHEATHING SHT SHEET SG SAFETY GLAZING SF SQUARE FEET SCHED SCHEDULE S/A SUPPLY AIR S SOUTH, SHELF ROW RIGHT OF WAY RO ROUGH OPENING RM ROOM REV REVERSE, REVISION REQD REQUIRED REF REFRIGERATOR RD ROOF DRAIN RCP REFLECTED CEILING PLAN RC RESILIENT CHANNEL RAD RADIUS R/A RETURN AIR R&S ROD AND SHELF R RISER, ROD QTY QUANTITY PT PRESSURE TREATED, POST-TENSIONED PSI POUNDS PER SQUARE INCH PROP PROPERTY PROJ PROJECT PRELIM PRELIMINARY PR PAIR PNT PAINT PLWD PLYWOOD PLAM PLASTIC LAMINATE PL PROPERTY LINE, PLATE PKG PARKING, PACKAGE PH PHASE PERP PERPENDICULAR 13 SYMBOLS 5 ABBREVIATIONS NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION NOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF AIRSPACE. 2. AIRSPACE ON EITHER SIDE OF THE CENTERLINE UNO ON FLOOR PLAN. NOTES: 1. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS, SHTG PER STRUCTURAL ATTACHED DIRECTLY TO STUDS UNDER REQUIRED FIRE PROTECTION LAYER(S). 2. NON-RATED ASSEMBLIES SHALL USE 5/8" TYPE "X" GWB U.N.O.. 3. AT ALL INTERIOR WET LOCATIONS USE WATER AND MOLD RESISTANT GWB OR GLASS-MAT, WATER AND MOLD REISISTANT BACKER. 4. WHEN WALLS CONTAIN BATT INSULATION FOR ACOUSTIC PERFORMANCE: ABUT TO UNIT SIDE OF WALL FACE OR THE FUNCTION REQUIRING THE ACOUSTIC PERFORMANCE, AND PLACE CONTINUOUS ACOUSTIC CAULK AT TOP, BOTTOM & SIDES OF EACH OUTSIDE LAYER OF GWB. REFER TO THE ACOUSTIC REPORT FOR ADDITIONAL INFO. 5. WHERE ELECTRICAL BOXES OCCUR WITHIN 24" OF ONE ANOTHER USE ACOUSTIC PUTTY PADS ON BOTH BOXES. DO NOT PLACE J-BOXES BACK TO BACK IN SAME STUD BAY. 6. WHERE WALL SURFACES ARE TO RECEIVE SPECIAL FINISH APPLICATIONS - REFER TO SELECTED FINISH MANUFACTURER REQUIREMENTS FOR MINIMUM ALLOWABLE DEFLECTION OF FINISH PRODUCT WHEN SELECTING STUD SIZES. 7. PROVIDE FREE DRAINAGE (VERTICAL FURRING) AT WRB PER BE ASSEMBLY NOTES. 8. SEE FIRE TEST REPORTS ON A030-031. 9. AT BEDROOMS ADJACENT TO PLUMBING PROVIDE (2) LAYERS GYPSUM ON BEDROOM SIDE OF WALL. 10. PROVIDE INSULATION AT ALL PLUMBING WALLS. REFER TO ACOUSTIC REPORT FOR ADDITIONAL INFORMATION. 11. INFORMATION IN ASSEMBLY FIRE TEST REPORTS SHALL TAKE PRECEDENCE OVER INFORMATION SHOWN IN WALL ASSEMBLIES. --SUBSTRATE / CAVITY-- 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT 5/8" GWB TYPE X --INTERIOR-- W01L0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALLW01INTERIOR --UNIT-- GWB PER FIRE TEST REPORT SHTG WHERE OCCURS PER STRUCT 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 1/2" AIRSPACE CENTERLINE AIRSPACE 1/2" AIRSPACE 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT --UNIT-- WW14L1 FIRE RATING: 1 HR REF FILE: GA WP 3370 STC RATING: 40-49UNIT DEMISING WALLWWUNITVARIATIONS --SUBSTRATE / CAVITY-- WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 5/8" GWB TYPE X --INTERIOR-- W02P0 FIRE RATING: NRSUBSTRATE / CAVITYFURRED WALL W/ INSULW02INTERIOR --UNIT-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 1/2" AIRSPACE CENTERLINE AIRSPACE 1/2" AIRSPACE 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --UNIT-- WW14L2 FIRE RATING: 2 HR REF FILE: GA WP 3820 STC RATING: 55-59UNIT FIRE WALL, 2HRWW2HRUNITVARIATIONS --SHEAR SIDE-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W21L2 FIRE RATING: 2 HR REF FILE: GA WP 4135 STC RATING: 40-44SHEAR SIDEINT PARTITION W/ SHEAR, 2 HRW21INTERIOR VARIATIONS --EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS FIBER REINF GYP SHTG PER FIRE TEST REPORT 2X8 WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @R25 (R30 BATTS COMPRESSED) GWB PER FIRE TEST REPORT --INTERIOR-- W54Q1 FIRE RATING: 1HR REF FILE: GA WP 8105EXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, 1 HRW54INTERIOR --EXT FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS EXT GYP SHTG PER FIRE TEST REPORT EXT GYP SHTG PER FIRE TEST REPORT 7 1/4" WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @R25 (R30 BATTS COMPRESSED) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W55Q2 FIRE RATING: 2 HR REF FILE: GA WP 8415EXT FINISH ASSEMBLY PERELEVATIONEXTERIOR WALL, 2 HRW55INTERIORNOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF AIRSPACE. 2. AIRSPACE ON EITHER SIDE OF THE CENTERLINE OF AIRSPACE UNO ON FLOOR PLAN. VARIATIONS --INTERIOR-- GWB PER FIRE TEST REPORT 3 1/2" WD STUDS @ 16" OC MIN PER STRUCT GWB PER FIRE TEST REPORT --INTERIOR-- W10L1 FIRE RATING: 1 HR REF FILE: GA WP 3605INTERIOR INTERIOR PARTITIONW10INTERIOR VARIATIONS --CORRIDOR / COMMON SPACE-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2X6 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) RESILIENT CHANNELS 24" OC GWB PER FIRE TEST REPORT --UNIT-- W17P1 FIRE RATING: 1 HR REF FILE: GA WP 3243 STC RATING: REFER TO ACOUSTIC REPORTCORRIDOR / COMMON SPACECORRIDOR, 1 HRW17UNIT --INTERIOR-- GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT 2X6 PLT W/ STAGGERED 2X4 WD @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT --INTERIOR-- W25P2 FIRE RATING: 2 HR REF FILE: GA WP 3910 STC RATING: 50-54INTERIOR FIRE BARRIER/FIRE WALL, 2 HRW25INTERIOR --CORRIDOR / COMMON SPACE-- GWB PER FIRE TEST REPORT 2X4 WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) RESILIENT CHANNELS 24" OC GWB PER FIRE TEST REPORT --UNIT-- W11L1 FIRE RATING: 1 HR REF FILE: GA WP 3243 STC RATING: REFER TO ACOUSTIC REPORTCORRIDOR / COMMON SPACECORRIDOR, 1 HRW11UNIT VARIATIONS --INTERIOR-- 5/8" GWB TYPE X 5 1/2" WD STUDS @ 16" OC MIN PER STRUCT INSUL-02 (SOUND) 5/8" GWB TYPE X --INTERIOR-- W11P0 FIRE RATING: NRINTERIOR INTERIOR PARTITION W/PLUMBINGW11INTERIOR --EXTERIOR FINISH ASSEMBLY PER ELEVATION-- WRB PER BE DWGS PLYWD SHTG PER FIRE TEST REPORT 2X8 WD STUDS @ 16" OC MIN PER STRUCT INSUL-01 @R25 (R30 BATTS COMPRESSED) GWB PER FIRE TEST REPORT --INTERIOR-- W53Q1 FIRE RATING: 1 HR REF FILE: UL U356EXTERIOR FINISH ASSEMBLY PERELEVATIONEXT WALL 1 HRW53INTERIOR NOTES: 1. AT BEDROOMS ADJACENT TO PLUMBING PROVIDE (2) LAYERS GYPSUM ON BEDROOM SIDE OF WALL. SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:48 PM WALL ASSEMBLIES - COMBUSTIBLE AB010 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 INSUL LEGEND Material: Name Material: Description INSUL-01 FIBERGLASS BATTS BATT INSULATION -FIBERGLASS INSUL-02 MINERAL WOOL BATT (SOUND) BATT INSULATION - MINERAL WOOL (SOUND) INSUL-03 MINERAL WOOL BLANKETS BLANKET INSULATION - MINERAL WOOL BLANKET INSUL-04 EPS BELOW GRADE (EPS) BELOW GRADE RIGID,FILL @ TOPPING SLABS INSUL-06 POLYISO POLYISO INSULATION FOIL FACED INSUL-10 XPS XPS - EXTRUDED POLYSTYRENE W54P1 2X6 1 HR W21P2 2X6 2 HR W10L0 2X4 NR W10P0 2X6 NR W10P1 2X6 1 HR W11L1 2X4 1 HR W11Q0 2X8 NR W02Q0 2X8 NR NO. DATE DESCRIPTION W17Q1 2X8 1 HR PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION VARIATIONS --EXTERIOR-- FIBER CEMENT PANEL - COBBLESTONE 1X FURRING --EXT STRUCT ASSEMBLY-- P00B0_FCP1 FIRE RATING: NREXTERIOR EXT FINISH - FIBER CEMENT PANELP00EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- BRAKE METAL - COLOR 2 --EXT STRUCT ASSEMBLY-- BM02 EXTERIORBRAKE METAL CLADDINGBMEXT STRUCT ASSEMBLY--EXTERIOR-- CULTURED STONE MORTAR BED 1/4" CEMENT BACKER BOARD 1X FURRING --EXT STRUCT ASSEMBLY-- V00B0_STN1 FIRE RATING: NREXTERIOR STONE VENEERV00EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- ECON BRICK - STACK BOND 1 7/8" AIRSPACE --EXT STRUCT ASSEMBLY-- B00K0_BR1 FIRE RATING: NREXTERIOR ECONOMY BRICKB00EXT STRUCT ASSEMBLY--EXTERIOR-- FIBER CEMENT PLANK LAP SIDING - SAND CASTLE 1X FURRING --EXT STRUCT ASSEMBLY-- P00B0_FCL2 FIRE RATING: NREXTERIOR EXT FINISH - FIBER CEMENT LAP SIDING P00 EXT STRUCT ASSEMBLYVARIATIONS --EXTERIOR-- ACM PANEL - STATUARY BRONZE 5/8" Z FURRING --EXT STRUCT ASSEMBLY-- Z00A0_ACM1 FIRE RATING: NREXTERIOR EXT FINISH - ACM PANELZ00EXT STRUCT ASSEMBLY2018 WSEC: RESIDENTIAL STEEL FRAMED R-19+R-8.5ci RESIDENTIAL UNIT/CORRIDORGARAGE 2" XPS AT R4.7 / INCH R-19 BATT IN 6" STEEL STUDS 5/8" GYP BD 1/2" AIRSPACE CONCRETE WALL PER PLANS 2018 WSEC: RESIDENTIAL STEEL FRAMED R-19+R-8.5ci RESIDENTIAL UNIT/CORRIDORGARAGE/OTHER UNCONDITIONED SPACE 2" XPS AT R4.7 / INCH R-19 BATT IN 6" STEEL STUDS 5/8" GYP BD 5/8" GYP BD GARAGE 2018 WSEC: RESIDENTIAL MASS WALL R-13.3ci 2.5" XPS (FOAMULAR) = R-13.5 2" POLYISO (Rmax Thermasheath) = R-13.1 CONCRETE WALL PER PLANS 5/8" GYP BD Z-GIRT OR CLIP STAIR / ELEVATOREXTERIOR 2018 WSEC: RESIDENTIAL MASS WALL R-13.3ci 2.5" XPS (FOAMULAR) = R-13.5 2" POLYISO (Rmax Thermasheath) = R-13.1 CONCRETE WALL PER PLANS FURRING Z-GIRT OR CLIP CONDITIONED SPACE (STAIR, ETC.) SIDING PER ELEVATIONS EXTERIOR 2018 WSEC: COMMERCIAL MASS WALL R-9.5ci 2" XPS (FOAMULAR) = R-10.8 2" MINERAL FIBER BLANKET AT R-4.2 / INCH = R-8.4 CONCRETE WALL PER PLANS FURRING Z-GIRT OR CLIP CONDITIONED SPACE COMMERCIAL SIDING PER ELEVATIONS CONCRETE SEALER CONCRETE EXTERIOR WALL AT COMMERCIAL CONCRETE EXTERIOR WALL AT RESIDENTIAL - exterior CONCRETE WALL AT STAIR / ELEVATOR - inside METAL FRAMED WALL AT GARAGE (AS OCCURS) NR Z-GIRT OR CLIP CONCRETE WALL AT GARAGE - XPS OPTION 8 1/2" SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:54 PM EXTERIOR CLADDING & SIDING AB012 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 B00K0_BR2 RUNNING BOND 7/8" AIRSPACE NR P00B0_FCP2 GRAY SLATE NR P00B0_FCP3 NIGHT GRAY NR Z00A0_ACM2 STATUARY BRONZE NR NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 3/4" CONC, LIGHTWEIGHT ACOUSTIC UNDERLAYMENT WD SHTG PER STRUCT WD JOIST, PER STRUCTURAL INSUL-02 (SOUND) RESILIENT CHANNEL GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT STC RATING: 58 FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B EWFS1 -WOOD FRAMED FLOOR -1 HR WRR1 RF-01 1/2" COVERBOARD 4" INSUL-05 (R23.6) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WD SHTG PER STRUCT WD JOISTS, SEE STRUCT INSUL-01 @R23 GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FCP-04 FIRE RATING: 1 HR REF FILE: GA RC 2601 WRR1 -ROOF -SOLID SAWN JOISTS -1 HR EWRS1 RF-01 1/2" COVERBOARD 3" INSUL-05 (R17) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD SHTG PER STRUCT WD JOIST PER STRUCT INSUL-01 @R-30 MIN GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B EWRS1 -WOOD FRAMED ROOF -1 HR PLYWD SHTG PER FIRE TEST REPORT PLYWD SHTG PER FIRE TEST REPORT 2X10 WD JOISTS 16" O.C., PER STRUCT GWB PER FIRE TEST REPORT STC RATING: 35-39 FIRE RATING: 1 HR REF FILE: GA FC 5420 WFR1 -EXTERIOR BALCONY FLOOR -1 HR 1 5/8" MTL STUD 5/8" GWB TYPE X FIRE RATING: NR MCLF0 -DROPPED SOFFIT -NR CONC-01, PER STRUCT FIRE RATING: NR REF FILE: NR CFL0 -SLAB ON GRADE -NR VARIATIONS CONC-01, PER STRUCT FIRE RATING: 2 HR REF FILE: 2018 IBC TABLE 721.1 (3) ITEM 1 CF2 -CONCRETE SLAB -2 HR MIN THICKNESS REQ FOR FIRE RATING: 1 HR 3.5" 2 HR 5.0" 3 HR 6.2" CONCRETE FLOOR ASSEMBLY PER PLAN INSUL-01 @R30 CLASS A FLAME SPREAD RATED FACING MECHANICALLY FASTENED TO UNDERSIDE OF SLAB NOTE: @DROPPED BEAMS, WRAP W/MIN 6" INSIL-12 FIRE RATING: NR ICLR0 -ELEVATED SLAB -INSULATING BATTS -NR CONCRETE FLOOR ASSEMBLY PER PLAN INSUL-10 @R30 FBGL CLIPS MTL FURRING FCS SOFFIT FIRE RATING: NR ICLP0 -SOFFIT EXTERIOR -NR CRS2 RF-01 1/2" COVERBOARD 6" INSUL-05 (R38) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD JOISTS, SEE STRUCT CONC-01 PER STRUCT FIRE RATING: 2 HR REF FILE: 2018 IBC TABLE 721.1 (3) ITEM 1 CRS2 -CONC SLAB ROOF -2 HR MIN THICKNESS REQ FOR FIRE RATING: 1 HR 3.5" 2 HR 5.0" 3 HR 6.2" CONCRETE FLOOR ASSEMBLY PER PLAN INSUL-10 @R30 CLASS A FLAME SPREAD RATED FACING MECHANICALLY FASTENED TO UNDERSIDE OF SLAB FIRE RATING: NR ICLP0_2 -ELEVATED SLAB -INSULATING XPS -NR EWRR1 RF-01 1/2" COVERBOARD 4" INSUL-05 (R23.6) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD SHTG PER STRUCT WD JOIST PER STRUCT INSUL-01 @R-30 MIN GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B EWRR1 -WOOD FRAMED ROOF -1 HR 3/4" LIGHTWEIGHT CONC. ACOUSTIC UNDERLAYMENT WD SHTG PER STRUCT WD TRUSS, PER STRUCTURAL INSUL-02 (SOUND) RESILIENT CHANNEL GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT STC RATING: 39 FIRE RATING: 1 HR REF FILE: GA FC 5408 TWFT1 -WOOD TRUSS FLOOR -1 HRMAX.6"TWRT1 RF-01 1/2" COVERBOARD 4" INSUL-05 (R23.6) POLYISO MIN, INSUL-10 SLOPE TO DRAIN WRB PER BE DWGS WD SHTG PER STRUCT WD TRUSS PER STRUCT INSUL-01 @R-30 MIN GWB PER FIRE TEST REPORT GWB PER FIRE TEST REPORT FIRE RATING: 1 HR REF FILE: ESR-1153 ASSEMBLY B TWRT1 -WOOD TRUSS ROOF -1 HRMAX. 6"2 2 SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:01:44 PM FLOOR, CEILING AND ROOF ASSEMBLIES AB020 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 INSUL LEGEND Material: Name Material: Description INSUL-01 FIBERGLASS BATTS BATT INSULATION -FIBERGLASS INSUL-02 MINERAL WOOL BATT (SOUND) BATT INSULATION - MINERAL WOOL (SOUND) INSUL-03 MINERAL WOOL BLANKETS BLANKET INSULATION - MINERAL WOOL BLANKET INSUL-04 EPS BELOW GRADE (EPS) BELOW GRADE RIGID,FILL @ TOPPING SLABS INSUL-06 POLYISO POLYISO INSULATION FOIL FACED INSUL-10 XPS XPS - EXTRUDED POLYSTYRENE 2 12/22/2021 Permit Rev. 1 - East and West Tower CF2 THICKNESS PER STRUCT 2 HR CF3 THICKNESS PER STRUCT 3 HR WEST TOWER BUILDING PERMIT SUBMITTAL SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:53:00 PM FIRE TEST REPORTS AB030 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:53:01 PM FIRE TEST REPORTS AB031 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION DNDN DNDN DN DN DN + T W 3 4 7.5 + T W 3 4 9 .2 5+ T W 3 4 7 .5 + T W 3 4 9 .2 5 + T W 3 4 7 .5+ TW 3 4 5 .0 0 + T W 3 4 7 .5 + T W 3 4 9.2 5+ T W 3 4 7 .5 + T W 3 4 9 .2 5 + T W 3 5 0 .2 5 + T W 3 5 0.2 5 + T W 3 5 0 .2 5 + T W 3 4 7.5 + T W 3 50 .2 5 + T W 3 4 3 .0 0 + T W 3 5 5.6 3 + T W 3 5 6.5 1 + TW 3 56 .99 + T W 3 5 7.6 4 + T W 3 5 8.3 9 + TW 3 59 .2 9 + T W 3 6 0.2 8 + T W 3 6 4 .5 0 + T W 3 6 4.5 0 + T W 3 5 4.6 7 TW 354.00 + + TW 3 54 .6 7 + T W 3 54 .0 0 + TW 3 5 4 .0 0 + T W 34 9 .2 5 UP DN DN UP UP UP DN 7.50024.50024.50036.5000000017.0000000061.00000000R10.00090.00000000°90.00000000°44.0000000012.0000000050+0051+0052+0053+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 23+0024+0025+0025+44CB1 CB1 CB1 CB1CB148CB1CB14854CB1CB148 4848 CB1 4848484848CB1484848CB1 48CB1 CB1 48484848CB1CB1CB1CB1 CB1CB148CB1CB14854CB1CB148 4848 CB1 4848484848CB1484848CB1 48CB1 CB1 48484848CB1 4 848 4 84860 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 NE SUNSET BLVD NE 11TH STJEFFERSON LN NE NE 10TH STEXISTING ACCESS EASEMENT SERVING ADJACENT PROPERTY PROPOSED TRANSFORMER LOCATIONSPROPOSED TRANSFORMER LOCATION 8' - 1"4' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" 17' - 0" 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 17' - 0"20' - 0"SETBACK 15' - 0" BLOCK B PLAT PROPERTY LINE BUILDING SETBACKSETBACK15' - 0"BLOCK B PLAT PROPERTY LINE BUILDING SETBACKSETBACK15' - 0"BLOCK B PLAT PROPERTY LINEBUILDING SETBACKSETBACK15' - 0"BLOCK B PLAT PROPERTY LINE BUILDING SETBACK BLOCK B PLAT PROPERTY LINEBUILDING SETBACKSETBACK 15' - 0" NO SETBACK ALONG NE SUNSET BLVD PER APPROVED MASTER PLAN #LUA-20-000305 BLOCK B PLAT PROPERTY LINE SETBACK 15' - 0"BLOCK B PLAT PROPERTY LINEBUILDING SETBACKR 1 5 ' - 0 "R 15' - 0" R 15' - 0" 54' - 2"2' - 0"1' - 9" 341' - 0" 341' - 0"341' - 0" 353' - 5"353' - 5"360' - 9" 360' - 9"360' - 9" 360' - 9" 359' - 11" 364' - 0" 364' - 0" 360' - 9" 350' - 3"350' - 3" 350' - 3" 362' - 2" 354' - 9 1/2" 350' - 3" 350' - 3" 350' - 3" 362' - 2" 362' - 2"UP 7.5%S-01 DAY CARE S-02 DAY CARE S-03 DAY CARE S-04 DAY CARE S-05 DAY CARE ACCESSIBLE-VAN S-06 DAY CARE S-07 DAY CARE S-08 DAY CARE S-09 DAY CARE S-10 DAY CARE S-11 DAY CARE S-12 DAY CARE LEVEL P1LEVEL 1LEVEL P1LEVEL 1LEVEL 1LEVEL 2LEVEL 1 LEVEL 2 A.4 35° 41' 58"577.89'N E 54° 18' 02"181.86'SE35° 46' 47" 466.83'S W54° 36' 19"68.00'NW35° 46' 47" 125.00'S W54° 36' 19"127.96'NW45' - 8"2' - 0"DATUM POINT AT THE INTERSECTION OF P.L. AND THE C.L. OF THE 11TH. START POINT AT GRID INTERSECTION 21H GRID H IS PARALLEL TO SUNSET BLVD 10' - 10" 8' - 0" 2' - 10"35' - 0"350' - 3" 351' - 4 3/4" EXTERIOR AREA FOR ASSISTED RESCUE PER 2018 IBC 1009.7 (2) 30X48 AREAS OF REFUGE PER 2018 IBC 1009.6.3 6' - 9 3/8" ALL SITE WORK, INCLUDING CIVIL AND LANDSCAPE, UNDER SEPARATE PERMIT, SEE CIVIL CONSTRUCTION PERMIT #C21-001020. ISSUANCE OF CIVIL CONSTRUCTION PERMIT IS REQUIRED PRIOR TO BUILDING PERMIT ISSUANCE. SITE SHOWN IS SUBJECT TO CHANGE AND IS FOR REFERENCE ONLY. 1 1 MARKED LOADING AND DELIVERY AREA1 SPRINKLER PROVIDE BACKFLOW PREVENTION FOR RESIDENTIAL AND COMMERCIAL WATER SERVICE PER APPLICABLE CITY STANDARDS. TO BE APPROVED BY THE WATER UTILITY DEPARTMENT, UNDER SEPARATE PERMIT PROVIDE BACKFLOW PREVENTION FOR FIRE SPRINKLER CONNECTION PER APPLICABLE CITY STANDARDS. TO BE APPROVED BY THE WATER UTILITY DEPARTMENT, UNDER SEPARATE PERMIT WATER HEATING + PUMP 2 2 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 1:55:02 PM SITE PLAN AB1.00 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1" = 20'-0"2 SITE PLAN 5'10'20'40'0' 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL 51+0052+0053+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 23+0024+0025+00CB1 CB1 CB1 CB1CB148CB1CB14854CB1CB148 4848 CB1 4848484848CB1484848CB1 CB1 CB1 CB1 48484848CB1CB1CB1CB1 CB1CB148CB1CB14854CB1CB148 4848 CB1 4848484848CB1484848CB1 CB1 CB1 CB1 48484848CB1 4 848 4 84860 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 2114 B 2 3 A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 9' - 6"19' - 6" 15' - 5"17' - 11"17' - 0"9' - 0"11' - 0"15' - 0"13' - 0"27' - 6"13' - 0"14' - 6"16' - 6"4' - 0"7' - 0"10' - 6"5' - 7"11' - 10"193' - 4"537' - 10" A.4 35° 46' 47" 125.00'S W54° 36' 19"127.96'NW54° 36' 19"68.00'NW35° 46' 47" 466.83'S W 54° 18' 02" 181.86'SE35° 41' 58"577.89'N E 45' - 8" DATUM POINT AT THE INTERSECTION OF P.L. AND THE C.L. OF THE 11TH. START POINT AT GRID INTERSECTION 21H GRID H IS PARALLEL TO SUNSET BLVD BLOCK B PLAT PROPERTY LINE BUILDING SETBACK BLOCK B PLAT PROPERTY LINE BUILDING SETBACK BLOCK B PLAT PROPERTY LINEBUILDING SETBACKBLOCK B PLAT PROPERTY LINE BUILDING SETBACK BUILDING SETBACKNO SETBACK ALONG NE SUNSET BLVD PER APPROVED MASTER PLAN #LUA-20-000305 BLOCK B PLAT PROPERTY LINE BLOCK B PLAT PROPERTY LINEBUILDING SETBACKR 15' - 0"R 1 5 ' - 0 " R 15' - 0" EXISTING ACCESS EASEMENT SERVING ADJACENT PROPERTY 29' - 6" 15' - 0"15' - 0"15' - 0"15' - 0"15' - 0"2' - 0"11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 1:55:04 PM SITE PLAN - GRIDLINES AB1.01 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 5'10'20'40'0' 1" = 20'-0"1 SITE PLAN - GRIDLINES 1 11/12/2021 Permit Rev. 1 - Podium 1 WEST TOWER BUILDING PERMIT SUBMITTAL DN DN AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 OPEN TO BELOW OPEN TO BELOW 2114 B 2 3 A.6 AB303 4 AB302 1 AB300 2 B11.1.C 324W A4.1.C 322W A1.8.C 326W B1.6.C 325W A1.1.C 323W C2.6.C 328W C2.3.C 327W A1.1.C 321W B9.1.C 319W B9.1.C 316W A1.1.C 314W B9.1.C 312W A1.1.C 320W A1.6.C 318W A1.1.C 317W A1.1.C 315W A1.1.C-A 313W B9.1.C 309W A1.5.C 308W A1.3.C 306W B1.5.C 304W C2.5.C 301W C2.4.C 302W A1.1.C 303W A5.1.C 305W BIKE STORAGE S301W UTILITY U302W RESIDENT STORAGE S302W TRASH W U301W STAIR 1W ST-01WELEV 1W EL-01W ELEV LOBBY W L301WELEV 2W EL-02W CORRIDOR L302W GARAGE EX. M302W STAIR 2W ST-02W A1.7.C 311W A1.4.C 310W B1.1.C-A 307W B10.4.C 334E B10.2.C 333E A1.9.C 330E A1.9.C 328E A1.1.C 327E B1.1.C 325E B1.1.C-A 323E A1.6.C 321E A1.6.C 320E A1.1.C 318E A1.1.C-A 316E B1.1.C 314E A2.1.C 312E A2.2.C 308E AMENITY L303E C2.2.C 301E C8.1.C 302E A1.1.C 303E B9.1.C 305E B9.2.C 307E H E.3 C.5 A C7.1.C 332E B1.1.C 331E B12.2.C 329E STAIRS 2E ST-02E CORRIDOR L302E B.2 A.8 19.3 F.3 AB3022 STAIR 1E ST-01E ELEV 1E EL-01E ELEV 2E EL-02E L3ST01S STAIR 1S ST-01S OPEN TO BELOW AB427 3 RESIDENT STORAGE S304E BIKE STORAGE S305E UTILITY U305E TRASH E U306E ELEV LOBBY E L301E BIKE STORAGE S301E RESIDENT STORAGE S302E GARAGE EX. M302EUTILITY U303E 8' - 8" 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"1 / AB2.W3.21 / AB2.W3.11 / AB2.W3.21 / AB2.W3.317' - 11"17' - 0"9' - 0"11' - 0"15' - 0"13' - 0"27' - 6"13' - 0"14' - 6"16' - 6"4' - 0"7' - 0"10' - 6"17' - 5"MOP U302E UTILITY U301E AB441 5 AB423 4 CORRIDOR L306E WOMEN'S RESTROOMS L305E MEN'S RESTROOMS L304E AB422 4 AB461 3 AB440 5 AB421 4 AB424 4 AB460 3 HVAC M308E GREASE SHAFT M307E 1 / AB2.E3.01 / AB2.W3.01 / AB2.E3.11 / AB2.E3.21 / AB2.E3.21 / AB2.E3.31 / AB2.E3.4 1 / AB2.E3.3 A.4 AB425 7 AB260 12 ALL ABOVE GROUND COURTYARD AREAS SHALL DRAIN TO THE PROPOSED SURFACE STORMWATER SYSTEM IN ACCORDANCE WITH THE APPROVED CIVIL, LANDSCAPING AND PLUMBING PLANS. 1 CF3 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 1:55:16 PM LEVEL 3 FLOOR PLAN AB2.3.0 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1/16" = 1'-0"1 LEVEL 3 FLOOR PLAN 4'8'16'32'0' 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 2114 B 2 3 A.6 AB303 4 AB302 1 AB300 2 METER ROOMS U402W B1.6.C-A 425W C2.6.C 428W C2.3.C 427W A1.8.C 426W B11.1.C 424W A4.1.C 422W A1.1.C 420W A1.6.C 418W A1.1.C 417W A1.1.C 415W A1.1.C 413W A1.7.C 411W B1.1.C 407W C2.4.C 402W C2.5.C 401WB9.1.C 412W A1.1.C-A 414W B9.1.C 416W B9.1.C 419W A1.1.C 421W A1.1.C 423W S403W RESIDENT STORAGE STAIR 2W ST-02W GARAGE EX. M402W RESIDENT STORAGE S402W BIKE STORAGE S401W B13.1.C 404E C2.2.C 401E C8.1.C 402E A1.1.C 403E B9.1.C 405E GARAGE EX. M402E STAIR 1E ST-01E ELEV 1E EL-01E ELEV LOBBY E L401E ELEV 2E EL-02E U403E METER ROOM S401E BIKE STORAGE HVAC M403E B9.1.C 407E A1.1.C 409E C9.1.C 410E B2.2.C 411E B9.1.C 413E B9.1.C 415E A1.1.C 417E B9.3.C 419E B9.1.C 422E B2.2.C 424E C1.1.C-A 426E B12.2.C 429E B1.1.C 431E C7.1.C 432E B10.2.C-A 433E B10.1.C 434E A1.9.C 430E A1.9.C 428E A1.1.C-A 427E B1.1.C 425E B1.1.C 423E A1.6.C 421E A1.6.C 420E A1.1.C 418E A1.1.C 416E B1.1.C 414E A2.1.C 412E A2.2.C 408E RESIDENT STORAGE S404EHVAC M408E TRASH U406E H E.3 C.5 A A1.4.C 410W A1.5.C 408W B9.1.C 409W B.2 A.8 19.3 F.3 BIKE STORAGE S405E AB3022 STAIR 1W ST-01W ELEV 1W EL-01W ELEV 2W EL-02W STAIRS 2E ST-02E A1.1.C 403W B1.1.C 405W A1.3.C 406W B1.5.C 404W METER ROOM U405E UTILITY U404E S402E RESIDENT STORAGE UTILITY U401EMOP U402E ELEV LOBBY W L401W TRASH W U401W 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"17' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"1 / AB2.W4.21 / AB2.W4.11 / AB2.W4.21 / AB2.W4.31 / AB2.E4.11 / AB2.E4.21 / AB2.E4.21 / AB2.E4.31 / AB2.E4.4 1 / AB2.E4.31 / AB2.E4.01 / AB2.W4.0S406W RESIDENT STORAGE GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 11:47:44 AM LEVEL 4 FLOOR PLAN AB2.4.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/16" = 1'-0"1 LEVEL 4 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 2114 B 2 3 A.6 AB303 4 AB302 1 AB300 2 H E.3 C.5 A 4' - 7 1/8"B.2 A.8 19.3 F.3 AB3022 STAIR 1E ST-01E ELEV 1E EL-01E ELEV 2E EL-02E ELEV 2W EL-02W ELEV 1W EL-01W STAIR 1W ST-01W STAIRS 2E ST-02E STAIR 2W ST-02W C2.5.C 501W C2.4.C 502WA1.1.C 503W B1.1.C 505W B1.1.C-A 507W A1.4.C 510W A1.7.C 511W A1.1.C 513W A1.1.C 515W A1.1.C 517W A1.6.C 518W A1.1.C-A 520W A4.1.C 522W B11.1.C 524W A1.8.C 526W C2.3.C 527W C2.6.C 528W B1.6.C 525W A1.1.C 523W A1.1.C 521W B9.1.C 519W B9.1.C 516W A1.1.C 514W B9.1.C 512W B9.1.C 509W A1.5.C 508W A1.3.C 506W B1.5.C 504W A1.1.C-A 503E TRASH W U501WELEV LOBBY W L501W CORRIDOR L502W UTILITY U502W GARAGE EX. M502W C2.2.C 501E C8.1.C 502E B9.1.C 505E B9.1.C 507E C9.1.C 510EB9.1.C 513E B9.1.C 515E A1.1.C 517E B9.3.C 519E B9.1.C 522E B2.2.C 524E C1.1.C 526E B12.2.C 529EB1.1.C-A 531EC7.1.C 532E B10.2.C 533E B10.1.C 534E A1.9.C 530E A1.9.C 528E A1.1.C 527E B1.1.C 525E B1.1.C 523E A1.6.C 521E A1.6.C 520E A1.1.C 518E A1.1.C 516E B1.1.C 514E A2.1.C 512E A2.2.C 508E BIKE STORAGE S501E B10.3.C 506E B13.1.C 504E TRASH U506EHVAC M508E A1.1.C 509E ELEV LOBBY E L501E CORRIDOR L502E HVAC M501E HVAC M503E GARAGE EX. M502E B2.2.C 511E ELECT. U503E RESIDENT STORAGE S504E RESIDENT STORAGE S504W RESIDENT STORAGE S503W BIKE STORAGE S501W BALCONY B525W BALCONY B523W BALCONY B521W BALCONY B519W BALCONY B516W BALCONY B514W BALCONY B512W BALCONY B509W BALCONY 413 BALCONY B506W BALCONY B504W BALCONY B501W BALCONY B502W BALCONY B503W BALCONY B505W BALCONY B507W BALCONY B510W BALCONY B511W BALCONY B513W BALCONY B515W BALCONY B517W BALCONY B518W BALCONY B520WBALCONY B522W BALCONY B524W BALCONY B526W BALCONY B527W BALCONY B528W BALCONY B514E BALCONY B516E BALCONY B518E BALCONY B520E BALCONY B521E BALCONY B523E BALCONY B525E BALCONY B527E BALCONY B528E BALCONY B530E BALCONY B534E BALCONY B533E BALCONY B532E BALCONY B531E BALCONY B529E BALCONY B526E BALCONY B524E BALCONY B522E BALCONY B519E BALCONY B517E BALCONY B515E BALCONY B513E BALCONY B511E BALCONY B510E BALCONY B509E BALCONY B507E BALCONY B505E BALCONY B503E BALCONY B502E BALCONY B501E BALCONY B504E BALCONY B508E BALCONY B512E BALCONY B506E RESIDENT STORAGE S502W BIKE STORAGE S505E UTILITY U505E GREASE SHAFT M505E RESIDENT STORAGE S502E UTILITY U501E GREASE SHAFT M504E HVAC M501W HVAC M503W GREASE SHAFT M507E GREASE SHAFT M506E UTILITY U504E MOP U502E 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"1 / AB2.W5.21 / AB2.W5.31 / AB2.W5.21 / AB2.W5.11 / AB2.E5.11 / AB2.E5.21 / AB2.E5.21 / AB2.E5.31 / AB2.E5.4 1 / AB2.E5.32 / AB2.E5.01 / AB2.W5.017' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 11:47:48 AM LEVEL 5 FLOOR PLAN AB2.5.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/16" = 1'-0"1 LEVEL 5 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 2114 B 2 3 A.6 AB303 4 AB302 1 AB300 2 H E.3 C.5 A B.2 A.8 19.3 F.3 AB3022 STAIR E1 ST-01E ELEV 1E EL-01E ELEV 2E EL-02E ELEV 2W EL-02W ELEV 1W EL-01W STAIR 1W ST-01W STAIRS 2E ST-02E STAIR 2W ST-02W C2.3.C 627W C2.6.C 628W B1.6.C-A 625W A1.1.C 623W A1.1.C 621W B9.1.C 619W B9.1.C 616W A1.1.C 614W B9.1.C 612W B9.1.C 609W A1.5.C 608W A1.3.C 606W B1.5.C 604W C2.5.C 601W A1.8.C 626W B11.1.C 624W A1.1.C 620W A1.6.C 618W A1.1.C 617W A1.1.C 615W A1.1.C 613W A1.7.C 611W A1.4.C 610W B1.1.C 607W B1.1.C 605W A1.1.C 603W C2.4.C 602W TRASH W U601WELEV LOBBY W L601W CORRIDOR L602W METER ROOM U602W A4.1.C 622W GARAGE EX. M602W C2.2.C 601E A1.1.C 603E C8.1.C 602E B9.1.C 605E B9.1.C 607E C9.1.C 610EB9.1.C 613E B9.1.C 615E A1.1.C 617E B9.3.C 619E B9.1.C 622E B2.2.C 624E C1.1.C-A 626E B12.2.C 628EB1.1.C 631EC7.1.C 632E B10.2.C 633E B10.1.C 634E A1.9.C 630E A1.9.C 629E A1.1.C 627E B1.1.C 625E B1.1.C 623E A1.6.C 621E A1.6.C 620E A1.1.C 618E A1.1.C 616E B1.1.C 614E A2.1.C 612E A2.2.C 608E BIKE STORAGE S601E B10.3.C 606E B13.1.C 604E TRASH U606EHVAC M608E A1.1.C 609E ELEV LOBBY E L601E CORRIDOR L602E HVAC M601E HVAC M603E GARAGE EX. M602E B2.2.C 611E METER ROOM U603E RESIDENT STORAGE S604E RESIDENT STORAGE S604W RESIDENT STORAGE S603W BIKE STORAGE S601W BALCONY B625W BALCONY B623W BALCONY B621W BALCONY B619W BALCONY B616W BALCONY B614W BALCONY B612W BALCONY B609W BALCONY B608W BALCONY B606W BALCONY B604W BALCONY B601W BALCONY B602W BALCONY B603W BALCONY B605W BALCONY B607W BALCONY B610W BALCONY B611W BALCONY B613W BALCONY B615W BALCONY B617W BALCONY B618W BALCONY B620WBALCONY B622W BALCONY B624W BALCONY B626W BALCONY B627W BALCONY B628W BALCONY B614E BALCONY B616E BALCONY B618E BALCONY B620E BALCONY B621E BALCONY B623E BALCONY B625E BALCONY B627E BALCONY N629E BALCONY B630E BALCONY B634E BALCONY B633E BALCONY B632E BALCONY B631E BALCONY B628E BALCONY B626E BALCONY B624E BALCONY B622E BALCONY B619E BALCONY B617E BALCONY B615E BALCONY B613E BALCONY B611E BALCONY B610E BALCONY B609E BALCONY B607E BALCONY B605E BALCONY B603E BALCONY B602E BALCONY B601E BALCONY B604E BALCONY B608E BALCONY B612E BALCONY B606E RESIDENT STORAGE S602W BIKE STORAGE S605E METER ROOM U605E GREASE SHAFT M605E RESIDENT STORAGE S602E UTILITY U601E GREASE SHAFT M604E HVAC M601W HVAC M603W GREASE SHAFT M607E GREASE SHAFT M606E UTILITY U604E MOP U602E 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"1 / AB2.W6.21 / AB2.W6.11 / AB2.W6.21 / AB2.W6.31 / AB2.E6.11 / AB2.E6.21 / AB2.E6.21 / AB2.E6.31 / AB2.E6.4 1 / AB2.E6.31 / AB2.E6.01 / AB2.W6.017' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 11:47:53 AM LEVEL 6 FLOOR PLAN AB2.6.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/16" = 1'-0"1 LEVEL 6 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION DN AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 2114 B 2 3 A.6 AB303 4 AB302 1 AB300 2 GARAGE EX. M702E C2.2.C 701E B13.1.C 704E C8.1.C 702E A1.1.C 703E HVAC M701E B1.6.C 725WROOF DECK L704W COMMUNITY ROOM L703W C2.3.C 727W A1.8.C 726W B11.1.C 724W A4.1.C 722W GARAGE EX. M702W STAIR 2W ST-02W A1.1.C 720W A1.6.C 718W A1.1.C 717W A1.1.C 715W A1.1.C 713W A1.7.C 711W ELEV CONTROL U702W RESIDENT STORAGE S702W BIKE STORAGE S701W ELEV LOBBY W L701W ELEV 2W EL-02W ELEV 1W EL-01W TRASH U701W STAIR 1W ST-01W A1.4.C 710W B1.1.C 707W B1.1.C 705W A1.1.C 703W C2.4.C 702W C2.5.C 701WB1.5.C 704W A1.3.C 706W A1.5.C 708W B9.1.C 709W B9.1.C 712W A1.1.C-A 714W B9.1.C 716W B9.1.C 719W A1.1.C 721W A1.1.C 723W STAIR 1E ST-01E B9.1.C 705E B9.1.C 707E A1.1.C 709E C9.1.C 710E B2.2.C 711E B9.1.C 713E B9.1.C 715E A1.1.C 717E B9.3.C 719E B9.1.C 722E B2.2.C 724E C1.1.C 726E B12.2.C 729E B1.1.C 731EC7.1.C 732E B10.2.C 733E B10.1.C 734E A1.9.C 730E A1.9.C 728E STAIRS 2E ST-02E RESIDENT STORAGE S704EHVAC M708E TRASH U706E A1.1.C 727E B1.1.C 725E B1.1.C 723E A1.6.C 721E A1.6.C 720E A1.1.C 718E A1.1.C 716E B1.1.C 714E A2.1.C 712E A2.2.C 708E ELEV CONTROL U700E B10.3.C 706E HVAC M703E H E.3 C.5 A B.2 A.8 19.3 F.3 AB3022 ELEV 1E EL-01E ELEV 2E EL-02E GREASE SHAFT M707E UTILITY U705E UTILITY U704E GREASE SHAFT M706E GREASE SHAFT M705E RESIDENT STORAGE S702E ELECT. U703E UTILITY U701E MOP U702E GREASE SHAFT M704E 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"2 / AB2.W7.01 / AB2.E7.01 / AB2.W7.21 / AB2.W7.11 / AB2.W7.21 / AB2.W7.31 / AB2.E7.11 / AB2.E7.21 / AB2.E7.21 / AB2.E7.31 / AB2.E7.4 1 / AB2.E7.3 17' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 11:47:57 AM LEVEL 7 FLOOR PLAN AB2.7.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/16" = 1'-0"1 LEVEL 7 FLOOR PLAN 4'8'16'32'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION AB303 2 1 AB402 2 AB400 2 AB400 1 AB400 1 AB400 1 AB401 AB300 4 AB3001 AB302 3 AB301 2 3 1715141312111098765 D E E.7 C F 1816 G B.3 19 20 AB301 1 AB302 4 AB303 1 AB300 3 2 AB402 2114 B 2 3 A.6 AB303 4 AB302 1 419' - 5 1/4" AB300 2 H E.3 C.5 A B.2 A.8 19.3 F.3 AB3022 29' - 11" 44' - 0" 30' - 1" 17' - 11" 26' - 0" 29' - 0" 29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6" 27' - 0" 29' - 0" 29' - 0" 29' - 0" 28' - 0" 29' - 0" 27' - 0" 29' - 0" 15' - 5" 9' - 6"17' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/29/2021 11:47:58 AM ROOF PLAN AB2.R.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/16" = 1'-0"1 ROOF PLAN 4'8'16'32'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 C.5 A 2 / AB2.W3.0B.2 3 AB412 2 / AB2.W3.0C2.3.C 327W C2.6.C 328W B1.6.C 325W A1.1.C 323W A1.1.C 321W B9.1.C 319W B9.1.C 316W A1.1.C 314W A1.8.C 326W B11.1.C 324W STAIR 2W ST-02W A1.1.C 320W A1.6.C 318W A1.1.C 317W A1.1.C 315W CORRIDOR L302W A4.1.C 322W GARAGE EX. M302W S304W RESIDENT STORAGE S303W RESIDENT STORAGE BALCONY B325W BALCONY B323W BALCONY B321W BALCONY B319W BALCONY B316W BALCONY B314W PATIO P315W PATIO P317W PATIO P318W PATIO P320W PATIO P322W PATIO P324W PATIO P326W PATIO P327W BALCONY B328W HVAC M303WS305W RESIDENT STORAGE S306W RESIDENT STORAGE 40' - 0"36' - 4"24' - 0" 24' - 0"36' - 0"36' - 0"24' - 0"35' - 0"40' - 0"35' - 0"24' - 0"34' - 0"24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 40' - 0"36' - 4"24' - 0" 24' - 0"36' - 0"36' - 0"24' - 0"35' - 0"40' - 0"35' - 0"24' - 0"34' - 0"24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" AB421 4 1 AB402 2 AB400 AB301 2 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 C.5 A B.2 A.8 1 / AB2.W3.21 / AB2.W3.1AB732 31 B9.1.C 312W B9.1.C 309W A1.5.C 308W A1.3.C 306W B1.5.C 304W C2.5.C 301W A1.1.C-A 313W A1.7.C 311W A1.4.C 310W B1.1.C-A 307W A5.1.C 305W A1.1.C 303W C2.4.C 302W TRASH W U301W ELEV 2W EL-02W STAIR 1W ST-01W ELEV 1W EL-01W ELEV LOBBY W L301W CORRIDOR L302W UTILITY U302WBIKE STORAGE S301W BALCONY B312W BALCONY B309W BALCONY B308W BALCONY B306W BALCONY B304W BALCONY B301W PATIO P302W PATIO P303W PATIO P305W PATIO P307W PATIO P311W PATIO P310W PATIO P313W RESIDENT STORAGE S302W HVAC M301W CORRIDOR L303W AB440 5 AB461 3 AB422 4 36' - 0"36' - 0"24' - 0" 24' - 0"34' - 0"40' - 0" 24' - 0" 24' - 0" 24' - 0"34' - 0" 6' - 0" 28' - 0" 24' - 0"35' - 0" 36' - 0"36' - 0"24' - 0" 24' - 0"34' - 0"40' - 0"35' - 0"40' - 0"24' - 0" 24' - 0" 24' - 0"34' - 0"34' - 0"24' - 0"35' - 0" GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:50:48 PM LEVEL 3 WEST FLOOR PLAN AB2.W3.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"1 LEVEL 3 WEST FLOOR PLAN A 3/32" = 1'-0"2 LEVEL 3 WEST FLOOR PLAN B KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 AB301 2 1514131211 C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 B A.6 AB303 4 C.5 A B9.1.C 309W A1.5.C 308W A1.3.C 306W B1.5.C 304W C2.5.C 301W A1.4.C 310W B1.1.C-A 307W A5.1.C 305W A1.1.C 303W C2.4.C 302W TRASH W U301WELEV 2W EL-02W STAIR 1W ST-01W ELEV 1W EL-01W ELEV LOBBY W L301W UTILITY U302WBIKE STORAGE S301W BALCONY B309W BALCONY B308W BALCONY B306W BALCONY B304W BALCONY B301W PATIO P302W PATIO P303W PATIO P305W PATIO P307WPATIO P310W RESIDENT STORAGE S302W HVAC M301W 11 BIKES (1 ACCESSIBLE) B.2 A.8 AB3022 KITCHEN L2 KITCHEN L4 BATH NA1 BATH B-B2 BATH B-B2 BATH B-B2 KITCHEN L2 KITCHEN L2-A BATH A-2BATH NA1 10' - 4"2' - 6"12' - 6"4' - 0"2' - 4"5' - 8"6' - 0 3/4"9' - 0" 6' - 0" 6' - 0" 11' - 0" 3' - 3" 4 1/4" 4' - 5 1/4"12' - 5"2' - 4"AB461 3 U301W L3ST01W RE1 RE1 RE2 RE1 RE2 RE2 RE1RE1RE1 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R04R04 R04 R04 R04 R03 R02 R02 R02 R02 R03 R06 R04 R04 R02 R02 R02 R02 R02 R02 R04 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R04 R02 R02 R02 R05 R02 R02 R03 R02 R02 R02 R03 R05 R02 R05 RE1 R06 R02 R03 R02 R02 R02 R06 R04 R04 R08 R01 S301W U302W R01 R01 R01 R01R01R01 R01 R01R01 R07 R03 R02 BATH B-B2 KITCHEN L2 R02 R02 R03 R06 R04R04 L301W CORRIDOR L302W CORRIDOR L303W L303W PER WSEC C402.5.7 EXCEPTION 4 SINCE THE SPACE IS LESS THAN 3,000SF A VESTIBULE IS NOT REQUIRED S302W AB732 31 9' - 4 1/8"4' - 5" 5' - 10"2' - 6" 6' - 7 1/4" 3' - 10 3/4" 5' - 10" 5' - 5" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 3' - 9" 5' - 5 5/8" 5' - 9 5/8" 2' - 4 1/2" 6' - 7 1/4" 3' - 9" 5' - 10" 5' - 6" 4' - 1 1/4" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 3' - 9" 5' - 10" 5' - 3 3/4" 4' - 4 1/4" 8' - 11 1/4" 5' - 10" 11' - 4" 9' - 11 1/4"10' - 3"11' - 3" 11' - 0"11' - 1 3/4"19' - 1 1/2" 5' - 7 1/4" 3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 10" 5' - 2" 5' - 0" 5' - 2 3/4" 4' - 11 1/4" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 3' - 10 3/4" 1' - 11 1/2" 9' - 3 3/4" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 4' - 0 1/4" 6' - 7 1/4" 2' - 4 1/2" 5' - 7 1/4" 5' - 8" 5' - 10" 4' - 7" 5' - 11 3/4" 5' - 10" 2' - 4 1/4" 5' - 11 3/4" 4' - 2" 12' - 8 3/4"32' - 0"13' - 0" 5' - 10 1/4" 15' - 1 3/4"13' - 0" 13' - 0" 11' - 3 1/4"22' - 2 3/4" 12' - 6" 10' - 5" 11' - 9 3/4"11' - 0" 10' - 2 3/4" 10' - 9 1/4"4' - 10"5' - 7 1/4"2' - 0 3/4"5' - 10"5' - 11 3/4"5' - 6 1/4"5' - 2"5' - 8"5' - 8"3' - 11"10' - 7"4' - 2"18' - 8"11' - 4"10' - 8 1/4"11' - 9 3/4"10' - 0"52' - 6"12' - 6"1' - 6" 13' - 0"22' - 3"12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"21' - 3 1/4"12' - 8 3/4"30' - 3 1/4"10' - 0"4' - 6"4' - 6"4' - 6"2' - 2"7' - 3" 2' - 9" BATH B-A3 BATH B-A3 KITCHEN L2 BATH B-A3 KITCHEN L4 BATH B-A2 BATH B-A3 BATH B-A2 KITCHEN L4 BATH B-B2KITCHEN L2 KITCHEN L2 BATH B-B2 2' - 4" 6' - 4" 7' - 2" 2' - 0" 6' - 9 3/4" 6' - 5 3/4" 3' - 1 1/4" 2' - 4" 5' - 0" 1' - 5" 8' - 10 1/4" 6' - 0" 9' - 9 1/2" 2' - 4" 5' - 0" 1' - 7" 9' - 3 1/2" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 4 1/2" 2' - 10 1/2"4' - 4"7' - 0"FSDCO FF F FFF F SD CO SD COSDCOSDCO SD CO SD CO SD CO SD CO SD CO F F SD SD SD SD SD SD SD SD SDSDSD SD SD SD SD SD SD BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVINGLIVINGCLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET 10' - 0"10' - 0"6' - 2"4' - 11"10' - 11"7' - 4 1/4" 4' - 11 3/4" 10" 2' - 4" 6' - 9" 6' - 9" 14' - 10"10' - 0"AB440 5 AB422 4 2' - 4" 5' - 8 3/4" 2' - 4"1 / AB2.W3.24 1/2"1/2"10' - 10"5' - 0"6' - 0"10' - 2"10' - 0"5' - 3" 3' - 11" 9' - 2" W10P0 2' - 4" 5' - 8 3/4" 2' - 4"6' - 4"5' - 0"4' - 11 1/2" 4' - 2 1/2"11' - 5"10' - 1 3/4"W10P0 W11P0 2' - 4 1/4" 8' - 2" 4' - 0" 6' - 2"11' - 2"9' - 10"11' - 0"6' - 2"3' - 0"8' - 2"W10P1 W11Q0 W10P1 W10P0 W10P0 4 1/2" 4 1/2"4' - 6"6' - 2"5' - 7"6' - 0"9' - 9"6' - 0 3/4"6' - 7 1/4" 5' - 0" 2' - 4" 4' - 0" 4' - 3" W10P0 2' - 4" 5' - 8 3/4" 2' - 4"10' - 9"5' - 0"6' - 2"10' - 1"5' - 8"5' - 10"W10P0 W10L0 W10P1 4 1/2" 4 1/2" W10P1 W10P1 W11Q0 W10P1 W10P0 2' - 4" 12' - 8" 2' - 6" 11' - 0" 6' - 10" 4' - 6" 13' - 4" 2' - 4" 13' - 0"11' - 6"6' - 0"6' - 0"6' - 3"7' - 9"4' - 0 3/4"4' - 4"6' - 4 1/4"W10P1 W10P0 W10P1 W10P15' - 9 1/4"6' - 7"6' - 0"13' - 9"6' - 0" 4' - 9 1/4" 4' - 0" 5' - 11" 2' - 4" 6' - 4" 9' - 2" W10P1 W11Q0 14' - 1 3/4"6' - 8"5' - 10"11' - 8 5/8"5' - 0"5' - 8 1/2"9' - 8 1/8"3' - 11" 4' - 10 1/4" 2' - 4" 5' - 8 3/4" 2' - 4" W10P0 2' - 4" 5' - 11 3/4" 2' - 4" 2' - 4" 5' - 8 3/4" 2' - 4"9' - 3"6' - 0"5' - 5 1/2"10' - 10"5' - 10"5' - 7"8' - 7" 2' - 4" W10P1 W10P1 W10P0 6' - 0"4' - 0"4' - 2"2' - 0"5' - 0"6' - 4"6' - 6" 4' - 4 1/4"11' - 4 1/2"6' - 0"6' - 0 1/4"W10P011' - 4 1/2"6' - 0"6' - 0 1/4"W11L1 W02Q0 M26L2 W21P2 W11L1W11L1W17Q1 W11L1 10' - 6 3/4" 9' - 8" 1' - 6 3/4" 5' - 0" 9' - 2 1/2" 9' - 8" 4' - 7 1/4" 9' - 11 1/4" 9' - 11 1/2" 7' - 8 1/4" 6' - 3 1/4" 9' - 4 1/4" 6' - 8 1/4" 19' - 9 1/2" 6' - 0 1/2"4' - 0"2' - 8"5' - 8"36' - 0"24' - 0"24' - 0"34' - 0"40' - 0" W17Q1 15' - 5"12' - 1"10' - 8"2' - 4"W17Q1 W11L1 4 1/2" 1/2"10' - 0"6' - 2"5' - 0"10' - 10"6' - 4"5' - 0"4' - 0" 4' - 3 1/2" 2' - 4"2' - 4" 5' - 3 1/4" 3' - 7 3/4" 3' - 0" W17Q1 W17Q1 2' - 4" 4' - 1 3/4" 3' - 11" GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:50:54 PM LEVEL 3 WEST SECTOR PLAN - W1 AB2.W3.1 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - WEST 1 KEY PLAN -UPPER LEVELS W1 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION ELEVATOR LOBBY DOORS SHALL ALSO ACCOMODATE THE 40-INCH WIDE STRETCHER. DOOR SCHEDULE SHOW ONLY A 36-INCH DOOR. TYPICAL THROUGHOUT ALL LOBBIES. 1 AB402 2 AB400 1098765 C B.3 AB301 1 3 AB411 1 AB412 2 AB414 3 AB414 B A.6 C.5 A B9.1.C 319W B9.1.C 316W A1.1.C 314W B9.1.C 312W A1.1.C 320W A1.6.C 318W A1.1.C 317W A1.1.C 315W A1.1.C-A 313W A1.7.C 311W CORRIDOR L302W BALCONY B319W BALCONY B316W BALCONY B314W BALCONY B312W PATIO P311W PATIO P313W PATIO P315W PATIO P317W PATIO P318W PATIO P320W RESIDENT STORAGE S302W B.2 3 AB412 KITCHEN L2-ABATH A-2BATH B-B2 BATH B-B2 KITCHEN L2KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-B2 BATH B-B2 KITCHEN L4 BATH NA1 BATH NA1 KITCHEN L4 BATH B-B2 BATH B-B2 KITCHEN L2 BATH B-B2 KITCHEN L4 BATH NA1BATH NA1 KITCHEN L2 26' - 0"22' - 0"26' - 0"22' - 0"12' - 8 3/4" RE1 RE1 RE1 RE1 RE1 RE2 RE1 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R04 R04 R04 R03 R02 R02 R02 R02 R03 R06 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04R04 R04 RE1RE1RE1 R02 R03 R02 R02 R07 R01R01R01R01 R01 R01R01 S302W 5' - 3 3/4" 5' - 11 1/4" 3' - 10 3/4" 6' - 7 1/4" 2' - 6"3' - 0" 7' - 3" 7' - 3" 3' - 0"2' - 6" 6' - 7 1/4" 3' - 10 3/4" 5' - 10" 5' - 5" 5' - 2" 5' - 10" 2' - 5" 6' - 7 1/4" 3' - 8 1/2" 5' - 10" 5' - 8 1/4" 3' - 10 3/4" 6' - 7 1/4" 2' - 6"5' - 10" 4' - 5" 4' - 5" 11' - 3"10' - 3" 10' - 3"11' - 3" 11' - 0"10' - 3" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 5/16" 4' - 0 3/16" 6' - 7 1/4" 2' - 4 1/2" 3' - 7 1/4" 7' - 4 3/4" 7' - 4 3/4" 3' - 7 1/4" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4"3' - 10 1/4" 6' - 9 1/4" 2' - 4 1/2" 5' - 10" 5' - 2" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 3' - 9" 13' - 0" 13' - 0" 11' - 0" 11' - 0" 13' - 0" 13' - 0" 11' - 0" 11' - 0" 4' - 3 1/2" 6' - 7 1/4" 2' - 4 1/2" 5' - 8" 5' - 7 1/4" 13' - 3 1/4" 11' - 3 1/4" 13' - 0" 1' - 6" 20' - 6" 1' - 6" 13' - 0"22' - 3"12' - 8 3/4" 11' - 6 1/4" 13' - 0" 1' - 6"4' - 6"8' - 0"4' - 6"4' - 6"4' - 6"8' - 0"3' - 4 1/2"3' - 4 1/2"F FFFFF SD COSDCO SD COSDCO SD CO SDCO SD CO SD CO SD CO SD CO F F F F SD SDSDSD SD SD SD SD SD SD SD SD BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOM BEDROOMBEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVINGLIVINGLIVING LIVINGLIVINGCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSETWALK-IN CLOSET WALK-IN CLOSET 10' - 0"10' - 0"6' - 2"4' - 11"10' - 11"6' - 4"5' - 0"4' - 6"BATH B-B2 KITCHEN L2 5' - 0" 9 1/2" 8' - 11 1/2" 14' - 9" 9' - 3" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 9' - 10" 5' - 0" 9' - 2" 4" 5' - 0" 2' - 4" 2' - 4" 7' - 0" 7' - 4 1/4" R02 R02 R03 R06 R07 MIN. .4' - 0"6' - 0"9"R01 L302W MIN .4' - 0' 2' - 4" 5' - 8 3/4" 2' - 4"1 / AB2.W3.31 / AB2.W3.14 1/2"1/2"5' - 0"6' - 3"2' - 4"5' - 10"6' - 2"W10P1 W10L0 W10P0 4' - 0" 6' - 4 3/4" 2' - 4" 5' - 8 3/4" 2' - 4"10' - 1"6' - 2"2' - 4"12' - 8"2' - 4" 4' - 1 3/4" 3' - 11"5' - 4 1/2"6' - 1 1/2"4 1/2" 4 1/2" W10P1 W10P1 W10P0 10' - 1"6' - 2"5' - 0"10' - 9"3' - 11" 4' - 1 3/4" 2' - 4"5' - 0"6' - 3"W10P1 W10L0 W10P0 2' - 4" 5' - 8 3/4" 2' - 4"10' - 1"6' - 2"5' - 0"10' - 9"5' - 10"W10L0 W10P1 W10P0 2' - 4" 4' - 1 3/4" 3' - 11" 4 1/2" 4 1/2" 6' - 6 1/4" 4' - 2"10' - 1"6' - 2"2' - 4"13' - 5"4' - 0"5' - 8"3' - 11" 4' - 10" 2' - 4" W10P1 W10P1 W10P1 W10P0 5' - 3" 3' - 11" 4' - 10" 9' - 2"11' - 11"10' - 0"W10P0 W11P0 4' - 4 1/4" 6' - 6" 6' - 6"11' - 4 1/2"6' - 0"6' - 0 1/4"11' - 4 1/2"6' - 0"6' - 0 1/4"10' - 10"5' - 0"2' - 0"4' - 2"4' - 0"5' - 6 1/2"2' - 4" 5' - 3 3/4" 8" 2' - 4" 8' - 11" 2' - 4" W10P0 2' - 4" 5' - 11 3/4" 2' - 4" 2' - 4" 5' - 8 3/4" 2' - 4"10' - 9"5' - 0"6' - 2"9' - 7 1/2"5' - 8"5' - 10"W10P1 W10L0 W10P0 4 1/2" 4 1/2"10' - 10"5' - 0"2' - 0"4' - 2"4' - 0"5' - 6 1/2"4' - 0" 3' - 7 3/4" 2' - 4" 8' - 11" 4' - 4 1/4" 6' - 6" 6' - 6" 4' - 4 1/4"11' - 4 1/2"6' - 0"6' - 0 1/4"11' - 4 1/2"6' - 0"6' - 0 1/4"10' - 10"5' - 0"2' - 0"4' - 2"4' - 0"5' - 6 1/2"2' - 4" 2' - 4" 5' - 11 3/4" 2' - 4" 3' - 7 3/4" 4' - 0" 8' - 11" 2' - 4" W10P0W10P010' - 9"5' - 0"6' - 2"9' - 7 1/2"4 1/2" 4 1/2"9' - 2 1/2" 5' - 0" 1' - 6 3/4" 9' - 8" 10' - 6 3/4" W11L1 W17Q1 W17Q1 W11L1 W11L1 W11L1 W17Q1W11L1W11L1 W11L1 W21P2 10' - 10 1/4" 9' - 8" 1' - 3 1/4" 5' - 0" 9' - 2 1/2" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" 9' - 2 1/2" 5' - 0" 1' - 3 1/4" 9' - 8" 10' - 10 1/4" 5' - 0" 36' - 0"36' - 0"24' - 0"36' - 0" W17Q1 W17Q1 W17Q1 W17Q1 CLOSET W11L1 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:50:58 PM LEVEL 3 WEST SECTOR PLAN - W2 AB2.W3.2 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - WEST 2 KEY PLAN -UPPER LEVELS W2 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 5 D C B.3 AB302 4 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 1 4 B 2 3 A.6 C.5 A C2.3.C 327W C2.6.C 328W B1.6.C 325W A1.1.C 323W A1.1.C 321W B9.1.C 319W A1.8.C 326W B11.1.C 324W STAIR 2W ST-02W A1.1.C 320W A4.1.C 322W GARAGE EX. M302W S304W RESIDENT STORAGE S303W RESIDENT STORAGE BALCONY B325W BALCONY B323W BALCONY B321W BALCONY B319W PATIO P320W PATIO P322W PATIO P324W PATIO P326W PATIO P327W BALCONY B328W HVAC M303W B.2 3 AB412 KITCHEN L2 BATH B-B2 KITCHEN L4 KITCHEN L2 BATH B-B2 BATH B-B2 KITCHEN L2 BATH B-B2 BATH B-B2 BATH B-A3 BATH B-A3 KITCHEN L2BATH B-B2 KITCHEN L2 BATH B-A2 KITCHEN L2 BATH B-A3 BATH B-A2 KITCHEN L4 BATH B-A3 KITCHEN L4 12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"32' - 0"24' - 0" 11' - 0" 2' - 6" 12' - 6" 6' - 0"10' - 6"6' - 0"6' - 0"7' - 2"6' - 2 1/4" 4' - 2" 3' - 8" 6' - 4 1/2" 10' - 8" 10' - 4" 11' - 0" 11' - 9 1/4" 11' - 0" 6' - 7 3/4" L3ST02W RE1RE1 RE1 RE2 RE2 RE1 RE2RE1 RE1 R02 R02R03 R02 R04 R04 R08 R02 R04 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02R02 R02 R02 R02 R02 R02 R11 R07R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R02 R02 R02 R03 R09 R02 R07 R02 R03 R01 R01 S306W S305W S304W S303WR01R01 R01 R01R01 R08 R02 R02 R03 R06 R04 R04 R09 S306W RESIDENT STORAGE S305W RESIDENT STORAGE 5' - 10" 7' - 11" 4' - 11" 4' - 2 1/4" 5' - 11"3' - 7 1/2" 6' - 7 1/4" 2' - 6" 5' - 10" 5' - 11" 6' - 0 1/4" 5' - 10" 3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 10" 5' - 5 1/4" 3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 10" 5' - 2" 5' - 3 3/4" 5' - 11 1/4" 3' - 10 3/4" 18' - 8"10' - 1 1/4"11' - 9" 11' - 10 1/4"11' - 0" 11' - 3"12' - 6"22' - 9 1/4"29' - 8 3/4"10' - 0"5' - 10"5' - 10"5' - 3"3' - 0 3/4"9' - 9"5' - 10"11' - 9 3/4"10' - 11 1/2"11' - 1"18' - 7 3/4"5' - 1 1/2"5' - 11 3/4"5' - 10"2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 5/16" 4' - 6" 5' - 7" 2' - 5" 5' - 10" 5' - 11 1/4" 5' - 2" 5' - 10" 3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 5 1/4" 5' - 10" 3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 10" 4' - 10" 5' - 5" 4' - 11" 5' - 2" 5' - 10" 13' - 0" 11' - 0" 13' - 0" 10' - 0"28' - 9 1/4"1' - 6" 12' - 8 3/4"23' - 7 1/4"12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"22' - 3" 2' - 9" 7' - 3"4' - 2"5' - 11"2' - 5"2' - 4"4' - 6"4' - 6"4' - 6"4' - 6"BATH B-A3 R07 R02 F SD COSDCO SD CO SD CO SD CO SD CO SD CO SD CO SD CO F F F F F F SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD LIVING BEDROOM CLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOM BEDROOMBEDROOMBEDROOM LIVING LIVING LIVING LIVING LIVINGLIVINGLIVING LIVING CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET WALK-IN CLOSET 5' - 0" 4' - 5 3/4" 4' - 6 1/2" 1' - 2" 5' - 0" 4' - 6" 4' - 7" 2' - 8" 4' - 7 1/2" 5' - 0" 1' - 10 1/2" 19' - 4"9' - 0" 5' - 10 1/2" 9' - 8 1/4" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" F F5' - 0"6' - 6"12' - 10" 2' - 4"4' - 0 1/2"6' - 4 1/4"4' - 2 1/2" 7' - 1 1/2"2' - 6"3' - 8" 7' - 8" 3' - 4 3/4" 10' - 11" 6' - 0" 6' - 0" 6' - 2 1/2" 7' - 5" 4' - 0 1/2"6' - 10"4' - 0 3/4"4' - 1" 6' - 7 3/4"2' - 4"12' - 8"2' - 6"11' - 6"9' - 0 3/4"2' - 4"13' - 5"W10P1 W10P1 W10P0 W10P1W10P1 W10P1 W10P1 W10P1 W10P1 W10P1 4' - 0"10' - 1 1/8"6' - 3"5' - 3"10' - 4 7/8"5' - 10"4' - 5"5' - 3"5' - 10 7/8"4' - 0"2' - 4" 5' - 8 3/4" 2' - 4" 4 1/2" 1/2" 2' - 4" 8' - 7"12' - 0 7/8"W17P1 W17P1 W10P0 W10P1 W10P14 1/2" 1/2"1 3/4"2' - 4"6' - 4"6' - 7"11' - 5"8' - 11 1/4"10' - 0 3/4"11' - 3 1/4"2' - 4"12' - 4"2' - 4" 10' - 10 1/2" 6' - 4 1/2" R02 W02P0 W10P0 W02P0 W02P0 W21P2 1/2" 4 1/2" 6' - 4 1/4" 4' - 3 1/4" 6' - 4 1/4" 4' - 0 1/2"5' - 10 1/2"10' - 8"12' - 0 1/4"3' - 6"16' - 5 3/4"2' - 4"6' - 2 1/2"2' - 4"W11Q0 5' - 0"6' - 3"2' - 4" 5' - 8 3/4" 2' - 4"5' - 10"10' - 9"5' - 0"6' - 2"10' - 1"W10P1 W10L0 W10P0 10' - 10"5' - 0"2' - 0"4' - 2"4' - 0"5' - 6 1/2"2' - 4" 5' - 8 3/4" 2' - 4" 2' - 4" 5' - 11 3/4" 2' - 4" 3' - 7 3/4" 4' - 0" 8' - 11" 2' - 4" W10P0W10P0 W10L0 W10P1W10P1 W10L0 W10P0 10' - 9"5' - 0"6' - 2"9' - 7 1/2"5' - 10"5' - 8"2' - 4" 4' - 1 3/4" 3' - 11" 4 1/2" 4 1/2" 2' - 4" 5' - 8 3/4" 2' - 4"10' - 9"5' - 0"6' - 2"10' - 1"2' - 4" 4' - 1 3/4" 3' - 11"5' - 8"5' - 10"2' - 4" 4' - 5" 5' - 2" 4' - 0 3/4" 2' - 7 3/4"11' - 0"2' - 4"6' - 0"8' - 5"11' - 1"10' - 0"10' - 3 3/4"W11Q0 W10P0 9" 7' - 3" 12' - 5" 5' - 0" 2' - 4" 9' - 7" 7' - 0" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 8' - 11 1/2" 9 1/2" 5' - 0"9' - 3" 9' - 2 1/2" 5' - 0" 1' - 6 3/4" W11L1 W17Q1 W11L1 W11L1 W11L1 W21P2M26L2 W25P2 W21P2 M26L2 W21P2 W11L1 40' - 0"36' - 4"24' - 0"24' - 0" W17Q1 W17Q1 W17Q1 W17Q1 W17Q1 W17Q111' - 0"5' - 10"6' - 0"W11L1 BATH NA1 4 1/2"1/2" GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:03 PM LEVEL 3 WEST SECTOR PLAN - W3 AB2.W3.3 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 3 SECTOR PLAN - WEST 3 KEY PLAN -UPPER LEVELS W3 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 S403W RESIDENT STORAGE S404W RESIDENT STORAGE 196 SF STAIR 2W 65 SF GARAGE EX. C.5 A B.2 3 AB412 C2.3.C 427W C2.6.C 428W B1.6.C-A 425W A1.1.C 423W A1.1.C 421W B9.1.C 419W B9.1.C 416W A1.1.C-A 414W A1.8.C 426W B11.1.C 424W A1.1.C 420W A1.6.C 418W A1.1.C 417W A1.1.C 415W CORRIDOR L402W A4.1.C 422W BALCONY B425W BALCONY B423W BALCONY B421W BALCONY B419W BALCONY B416W BALCONY B414W BALCONY B415W BALCONY B417W BALCONY B418W BALCONY B420W BALCONY B422W BALCONY B424W BALCONY B426W BALCONY B427W BALCONY B428W HVAC M403W S405W RESIDENT STORAGE S406W RESIDENT STORAGE 35' - 1 5/16"24' - 0"34' - 0"24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 40' - 1 5/8"36' - 4"24' - 0" 24' - 0"36' - 0"36' - 0"24' - 0" 40' - 0"36' - 4"24' - 0" 24' - 0"36' - 0"36' - 0"24' - 0"35' - 0"40' - 0"35' - 0"24' - 0"34' - 0"24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" AB421 5 1 AB402 2 AB400 AB301 2 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 C.5 A B.2 A.8 B9.1.C 412W B9.1.C 409W A1.5.C 408W C2.5.C 401W A1.1.C 413W A1.7.C 411W A1.4.C 410W B1.1.C 407W C2.4.C 402W CORRIDOR L402W METER ROOMS U402W BIKE STORAGE S401W BALCONY B412W BALCONY B409W BALCONY B402W BALCONY B410W BALCONY B411W BALCONY B413W RESIDENT STORAGE S402W A1.3.C 406W B1.5.C 404W BALCONY B406W BALCONY B404W BALCONY B401W TRASH W U401W ELEV 2W EL-02W STAIR 1W ST-01W ELEV 1W EL-01WELEV LOBBY W L401W HVAC M401W A1.1.C 403W BALCONY B403W B1.1.C 405W BALCONY B405W BALCONY B407W BALCONY B408W1 / AB2.W4.11 / AB2.W6.2AB440 5 AB461 3 AB422 5 24' - 0" 24' - 0" 24' - 0"34' - 0"34' - 0"24' - 0"35' - 1 5/8" 36' - 2"35' - 2 7/8"24' - 7 1/8" 24' - 0"34' - 0"40' - 1 5/8" 36' - 0"36' - 0"24' - 0" 24' - 0"34' - 0"40' - 0"35' - 0"40' - 0"24' - 0" 24' - 0" 24' - 0"34' - 0"34' - 0"24' - 0"35' - 0" GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:11 PM LEVEL 4 WEST FLOOR PLAN AB2.W4.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"1 LEVEL 4 WEST FLOOR PLAN A 3/32" = 1'-0"2 LEVEL 4 WEST FLOOR PLAN B KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 AB301 2 1514131211 C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 B A.6 AB303 4 C.5 A RESIDENT STORAGE S402W METER ROOMS U402W BIKE STORAGE S401W B9.1.C 409W A1.5.C 408W C2.5.C 401W A1.4.C 410W B1.1.C 407W C2.4.C 402W BALCONY B409W BALCONY B402W BALCONY B410W 11 BIKES (1 ACCESSIBLE) F SD CO F F F F FFF FF KITCHEN L2 BATH B-B2 BATH B-B2 BATH NA1 2' - 4 1/4" 5' - 11 3/4" 4' - 2"2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 4' - 0 1/4" 6' - 7 1/4" 2' - 4 1/2"6' - 7 1/4" 9' - 7" 4' - 8 1/4" 4' - 11" 5' - 10"5' - 10" 5' - 2" 5' - 0" 5' - 3" 4' - 11"3' - 9" 6' - 7 1/4" 2' - 4 1/2"5' - 7 1/4" 4' - 5" 5' - 10"2' - 6" 6' - 7 1/4" 3' - 10 3/4"5' - 10" 5' - 5" 5' - 2" 5' - 10"2' - 4 1/2" 6' - 7 1/4" 3' - 9"5' - 5 1/4" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 3' - 9"5' - 10" 5' - 6" 4' - 1 1/4" 5' - 10"2' - 4 1/2" 6' - 7 1/4" 3' - 9"4' - 10"5' - 7 1/4"2' - 0 3/4"7' - 3" 2' - 9" B.2 A.8 10' - 0"52' - 6"12' - 6"12' - 8 3/4"66' - 0"26' - 0"11' - 3 1/4"22' - 2 3/4"12' - 6" 11' - 0" 10' - 3"10' - 9" 13' - 0" 13' - 0" 24' - 0"34' - 0"34' - 0"24' - 0"35' - 0" 1' - 6" 13' - 0"22' - 3"12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"21' - 3 1/4"12' - 8 3/4"30' - 3 1/4"10' - 0" 36' - 0"24' - 0"24' - 0"34' - 0"40' - 0" KITCHEN L2 BATH B-A3 BATH B-A3 BATH B-B2 KITCHEN L2KITCHEN L4BATH B-B2 BATH NA1 KITCHEN L4 KITCHEN L2 BATH B-B2 KITCHEN L2 BATH B-B2BATH B-B2 KITCHEN L4 BATH NA1 11' - 3" 11' - 0"10' - 3"11' - 4" 9' - 11 1/4" AB3022 3' - 2 1/4" 2' - 4" 5' - 0" 6 1/4" 9' - 8 1/4" 6' - 10 1/2" 9' - 7" 2' - 4" 5' - 0" 6 1/4" 9' - 8 1/4" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 3' - 0" 5' - 7 1/4" 5' - 8" 5' - 10" 4' - 7" 5' - 11 3/4" 5' - 10" 10' - 5" 11' - 9 3/4" BATH B-A3 KITCHEN L4 BATH B-A2 10' - 6 3/4" 9' - 8" 1' - 6 3/4" 5' - 0" 9' - 2 1/2" 9' - 8" 4' - 7 1/4"11' - 4 1/2"6' - 0"6' - 7 1/2"BATH B-B2 10' - 11"4' - 11"6' - 2"10' - 0 1/4"9' - 11 3/4"5' - 0"9' - 2" 2' - 4" 5' - 8 3/4" 2' - 4" 3' - 11" 9' - 0" 6' - 0" 6' - 0" 11' - 0"6' - 4 1/4"7' - 0"4' - 4"10' - 4"2' - 6"12' - 6"4' - 0"5' - 10" 5' - 9 1/4" 3' - 10 3/4" 8' - 11 1/4" 5' - 10" KITCHEN L4BATH B-A3 BATH B-A2 11' - 7 1/4"18' - 8"4' - 2"10' - 7"3' - 11"5' - 8"5' - 8"5' - 2"5' - 2 3/4"6' - 3 1/4"5' - 10"12' - 1 1/4"10' - 4 3/4"11' - 4"18' - 8"2' - 4" 12' - 8" 2' - 6" 11' - 0" 4' - 0"11' - 6"6' - 0"6' - 0"2' - 4" 13' - 0"12' - 5"2' - 4"RE1RE1 RE1 RE2 RE1 RE2 L4ST01W R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 L401W R01 R02 R02 R03 R04 R04 S402W S401W U402W R04 R04 R04 R03 R02 R02 R04 R04 R03 R02 R02 RE2 RE1RE1RE1 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R02 R02 R02 R02 R02 R04 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R04 R02 R02 R02 R05 R02 R02 R03 R02 R01 U401W R01 R01 R01 R06 R01 R01 R01 R07 R03 R02 R01 ELEV LOBBY W L401W CORRIDOR L402W TRASH W U401W STAIR 1W ST-01W AB732 31 W10P1 W10P1 W10P0 W10P0 W10P1 W11Q0 W10P1 W10P1 W10P1 W10P1 W11Q0 W21P2 W10P1 W10P1 W10L0 W10P0 W10P0 W11Q0 W10P1W10P1 W11Q0 W10P0 W10P0 W10P0 W11P0 W10P0 12' - 4" 10" 2' - 4" 6' - 9" 6' - 9" 15' - 3 1/4" F F F W10P16' - 3"6' - 10" 4' - 0 1/2" AB422 5 AB461 3 AB440 5 ELEV 2W EL-02W ELEV 1W EL-01W HVAC M401W BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOMBEDROOM BEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVING LIVINGLIVINGCLOSET CLOSET CLOSET CLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSET CLOSET BEDROOM 4' - 0"2' - 4"11' - 6"6' - 4 1/2"5' - 11 3/4"6' - 0"13' - 9"9' - 10 3/4"W02Q0 6' - 0" 4' - 9 1/4" 4' - 0" 5' - 7 1/2"6' - 10 1/2"5' - 0"11' - 4 1/2"5' - 0"6' - 0"9' - 8 3/4"1/2" 4 1/2" 2' - 4" 5' - 8 3/4" 2' - 4" W02Q0 W02Q0 4 1/2" 4 1/2" 2' - 4" 5' - 11 3/4" 2' - 4" 2' - 4" 5' - 8 3/4" 2' - 4"10' - 0"6' - 2"5' - 0"10' - 10"10' - 10"5' - 0"6' - 2"10' - 0"6' - 4"5' - 0"5' - 10"6' - 0 1/2"W10P06' - 4"5' - 0"2' - 0"3' - 0" 4' - 0" 3' - 7 3/4"4' - 0"6' - 0"11' - 4 1/2"6' - 0"6' - 7 1/2"6' - 6" 4' - 0 3/4" W17P1 10' - 0"W11L1 W17Q1 W11L11 / AB2.W4.2W10P0 1/2"4 1/2"W21P2 M26L2 W21P2 4 1/2" 4 1/2"10' - 9"5' - 0"6' - 2"10' - 1"6' - 3"5' - 0"2' - 4" 5' - 8 3/4" 2' - 4" 2' - 4" 4' - 1 3/4" 3' - 11" W11L1W17Q1W11L1W17Q1W11L1W17Q1W17Q11/2" 4 1/2" R02 4' - 6"4' - 6"4' - 6"2' - 8"6' - 4"2' - 4"4' - 2"2' - 4" 4' - 1" 3' - 10"11' - 2"9' - 10"11' - 0"4' - 0" 6' - 1 3/4"10' - 10"4' - 2"6' - 0"11' - 0"W10P1 W10P0 R02 9' - 0"B1.1.C 405W A1.1.C 403W B1.5.C 404W A1.3.C 406W 6' - 4"2' - 4"4' - 2"4' - 0" 6' - 1 3/4"11' - 2"9' - 10"11' - 0"10' - 10"4' - 2"6' - 0"11' - 0"9' - 0"W10P1 10' - 10"5' - 0"6' - 0"10' - 2"10' - 7 1/4"6' - 4"5' - 0"2' - 4" 5' - 3 1/4"4' - 0" 4' - 3 1/2" 2' - 4" 3' - 11" 4' - 10 1/4"7' - 0 1/8"5' - 10"2' - 4" 3' - 8 1/2"9' - 10 3/4"4' - 3"2' - 4" 6' - 0 1/2" 9' - 2"2' - 8"5' - 8"4' - 0" 6' - 0 1/2" 6' - 2" 7' - 4" 1' - 6 1/2" 6' - 10 1/2" 6' - 4 3/4" 2' - 4" 5' - 8 3/4" 2' - 4" 4' - 11 1/2" 3' - 11"2' - 4" 4' - 1" 3' - 10" W17Q1 SD CO SD COSDCO SD CO SD COSDCO SD CO SD CO SD CO W10P0 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:16 PM LEVEL 4 WEST SECTOR PLAN - W1 AB2.W4.1 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - WEST 1 KEY PLAN -UPPER LEVELS W1 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 2 AB400 1098765 C B.3 AB301 1 3 AB4111 AB412 2 AB414 3 AB414 B A.6 C.5 A RESIDENT STORAGE S402W B9.1.C 419W B9.1.C 416W A1.1.C-A 414W B9.1.C 412W A1.1.C 420W A1.6.C 418W A1.1.C 417W A1.1.C 415W A1.1.C 413W A1.7.C 411W CORRIDOR L402W BALCONY B419W BALCONY B416W BALCONY B414W BALCONY B412W BALCONY B411W BALCONY B413W BALCONY B415W BALCONY B417W BALCONY B418W BALCONY B420W 2' - 4" F FFFFF BATH B-B2 KITCHEN L2 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2 BATH B-B2 KITCHEN L2 4' - 3 1/2" 6' - 7 1/4" 8' - 0 1/2" 5' - 7 1/4" 5' - 10" 5' - 2" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 3' - 9"2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 4' - 0 1/4" 6' - 7 1/4" 2' - 4 1/2"3' - 7 1/4" 7' - 4 3/4" 7' - 4 3/4" 3' - 7 1/4"5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 4' - 0 1/4" 6' - 7 1/4" 2' - 4 1/2" 5' - 5" 5' - 10"3' - 10 3/4" 6' - 7 1/4" 2' - 6"3' - 0" 7' - 3" 7' - 3" 3' - 0"2' - 6" 6' - 7 1/4" 3' - 10 3/4"2' - 5" 6' - 7 1/4" 3' - 8 1/2"5' - 10" 5' - 8 1/4"3' - 10 3/4" 6' - 7 1/4" 2' - 6"5' - 10" 4' - 5" 4' - 5"5' - 10" 5' - 5" 5' - 2" 5' - 10" B.2 26' - 0"22' - 0"26' - 0"22' - 0"12' - 8 3/4"24' - 6 1/2" 13' - 0" 13' - 0"11' - 0" 11' - 0" 13' - 0" 13' - 0" 11' - 0" 11' - 0" 24' - 0"24' - 0"24' - 0"24' - 0"24' - 0" 13' - 0" 1' - 6" 20' - 6" 1' - 6" 13' - 0"22' - 3"12' - 8 3/4" 11' - 6 1/4" 13' - 0" 1' - 6" 36' - 0"36' - 0"24' - 0"36' - 0" KITCHEN L4 BATH NA1 BATH NA1 BATH B-B2 KITCHEN L2-A BATH A-2 BATH B-B2 KITCHEN L4 BATH NA1BATH NA1 KITCHEN L4 BATH B-B2 11' - 3"10' - 3" 10' - 3"10' - 3" 3 AB412 10' - 10 1/4" 9' - 8" 1' - 3 1/4" 5' - 0" 9' - 2 1/2" 9' - 10" 4' - 5" 9' - 9" 9' - 2 1/2" 5' - 0" 11' - 2 3/4" 10' - 6 3/4"15' - 3"12' - 3"11' - 4 1/2"6' - 0"6' - 7 1/2"10' - 10"5' - 0"6' - 2"10' - 0"KITCHEN L2 BATH B-B2 10' - 11"4' - 11"6' - 2"10' - 0 1/4"9' - 11 3/4"6' - 4"5' - 0"4' - 10" 9' - 2" 2' - 4" 5' - 8 3/4" 2' - 4" 3' - 11" 9' - 2 1/2" 5' - 0" 1' - 6 3/4" 9' - 8" 10' - 6 3/4"10' - 9"5' - 0"6' - 2"10' - 1"10' - 10"5' - 0"6' - 2"10' - 0"RE1 RE1 RE1 RE1 RE1 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 S402W R04 R04 R04 R03 R02 R02 RE2 RE1 R02 R02 R03 R06 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R04 R04 R01R01R01R01 R01 R01 R01R01 RE1RE1RE1 R02 R03 R02 R02 R07 R01 W10P0 WW14L2-0_5 W10P0 W10P0 W10P1 W10P1 W10P1 W10P0 W10P0 W11P0 W10P1 W10L0 W10P0 W10P1 W10L0 W10P0 W10L0 W10P1 W10P0 W10L0 W10P1 W10P0 BATH B-B2 KITCHEN L2 5' - 0" 9 1/2" 8' - 11 1/2" 9' - 0" 8' - 0 1/2" 6' - 11 1/2" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" 5' - 4" 2' - 4" 2' - 4" 7' - 0" R02 R03 R06 R02 R07 WW14L2-0_5 WW14L2-4_5 W21P2 WW14L2-0_5 W21L2 L402W R01 MIN. .4' - 0" MIN .4' - 0" F F F F BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOMBEDROOMBEDROOM BEDROOMBEDROOM BEDROOM LIVING LIVING LIVING LIVING LIVING LIVINGLIVINGLIVING LIVINGLIVINGCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET WALK-IN CLOSETWALK-IN CLOSET WALK-IN CLOSET CLOSETCLOSET11' - 4 1/2"6' - 0"6' - 7 1/2"4' - 0 3/4" 6' - 6" 6' - 6" WW14L2-0_5 W17P1 W17P110' - 0"W11L11 / AB2.W4.31 / AB2.W4.11/2" 4 1/2" W17Q1 W11L1 W11L1 W11L1 W17Q1 W11L1 4 1/2" 4 1/2" 4 1/2" 4 1/2" W17Q1W11L1 W11L1 W17Q1 W11L1 W17Q1 4 1/2" 4 1/2"4' - 6"4' - 6"4' - 6"10' - 0"27' - 6"4' - 6"4' - 6"6' - 3"5' - 0"10' - 1"6' - 2"5' - 0"10' - 9"5' - 10"5' - 8"2' - 4" 5' - 8 3/4" 2' - 4"2' - 4" 5' - 8 3/4" 2' - 4"5' - 0"6' - 3"10' - 1"6' - 2"5' - 0"10' - 9"2' - 4" 4' - 1 3/4" 3' - 11"5' - 10"5' - 8"10' - 1"6' - 2"5' - 0"10' - 9"5' - 0"6' - 3"3' - 11" 4' - 1 3/4" 2' - 4"10' - 1"6' - 2"2' - 4"12' - 8"W10P1 W10P1 W10P0 4' - 0" 6' - 4 3/4" 2' - 4" 5' - 8 3/4" 2' - 4" 2' - 4" 4' - 1 3/4" 3' - 11"5' - 8"5' - 10"10' - 1"6' - 2"5' - 0"6' - 3"2' - 4"5' - 10"5' - 8"4' - 1 3/4" 2' - 4" 2' - 4" 2' - 4" 5' - 11 3/4" 2' - 4"2' - 0"5' - 0"6' - 4"4' - 6"3' - 7 3/4" 4' - 0" 3' - 0"4' - 0"6' - 0"11' - 4 1/2"6' - 0"6' - 7 1/2"4' - 0 3/4" 6' - 6" 6' - 6" 4' - 0 3/4"10' - 10"5' - 0"6' - 2"10' - 0"3' - 0" 4' - 0" 3' - 7 3/4"6' - 4"5' - 0"2' - 0"2' - 4" 5' - 11 3/4" 2' - 4"4' - 0"5' - 6 1/2"3' - 11" 4' - 6 1/2" 2' - 2"4' - 0"6' - 1"6' - 2 3/4" 4' - 0"13' - 5"2' - 4"6' - 2"10' - 1"W17Q1 W11L1 W17Q1 2' - 4" 5' - 11 3/4" 2' - 4"4' - 6"6' - 4"5' - 0"2' - 0"3' - 7 3/4" 4' - 0" 3' - 0"4' - 0"6' - 0"5' - 3 1/4" 2' - 4" 11' - 3" 11' - 0" 3' - 11" 4' - 1 3/4" 2' - 4" SD COSDCO SD CO SD COSDCOSDCOSDCOSDCO SD COSDCO W10P0 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:21 PM LEVEL 4 WEST SECTOR PLAN - W2 AB2.W4.2 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - WEST 2 KEY PLAN -UPPER LEVELS W2 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 5 D C B.3 AB302 4 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 1 4 B 2 3 A.6 C.5 A STAIR 2W ST-02W GARAGE EX. M402W C2.3.C 427W C2.6.C 428W B1.6.C-A 425W A1.1.C 423W A1.1.C 421W B9.1.C 419W A1.8.C 426W B11.1.C 424W A1.1.C 420W A4.1.C 422W BALCONY B425W BALCONY B423W BALCONY B421W BALCONY B419W BALCONY B420W BALCONY B422W BALCONY B424W BALCONY B426W BALCONY B427W BALCONY B428W HVAC M403W 2' - 4" F KITCHEN L2 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-A3 BATH B-A3 KITCHEN L4 BATH B-B2 KITCHEN L2 KITCHEN L2 BATH B-B2 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4"3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 10" 4' - 10" 5' - 5" 4' - 11" 5' - 2" 5' - 10"3' - 9" 6' - 7 1/4" 2' - 4 1/2" 5' - 5 1/4" 5' - 10"4' - 6" 5' - 7" 2' - 5"4' - 2"5' - 11"2' - 5"3' - 9 1/4" 6' - 7 1/4" 2' - 4 1/4"5' - 10" 5' - 11" 6' - 0 1/4" 5' - 10"3' - 9" 6' - 7 1/4" 2' - 4 1/2"5' - 10" 5' - 5 1/4"3' - 9" 6' - 7 1/4" 2' - 4 1/2"5' - 10" 5' - 2" 5' - 5" 5' - 10"3' - 10 3/4" B.2 12' - 6"22' - 9 1/4"12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"32' - 0"24' - 0" 10' - 8" 10' - 4" 11' - 0"13' - 0" 11' - 0"13' - 0" 35' - 0"24' - 0"34' - 0"24' - 0"24' - 0"12' - 6"22' - 9 1/4"29' - 8 3/4"10' - 0"35' - 0"30' - 0"10' - 0"28' - 9 1/4"1' - 6" 12' - 8 3/4"23' - 7 1/4"12' - 8 3/4" 11' - 3 1/4" 12' - 8 3/4"22' - 3" 40' - 0"36' - 4"24' - 0"24' - 0" BATH B-B2 BATH B-B2BATH NA1 BATH A-2 11' - 9" 11' - 10 1/4" 11' - 0" 11' - 3" 3 AB412 2' - 4"5' - 10 1/2"10' - 8"6' - 4 1/4" 4' - 3 1/4"12' - 0 1/4"3' - 6"16' - 5 3/4"BATH B-A3 BATH B-A2 KITCHEN L2 5' - 10" 5' - 11 1/4" 5' - 2" 5' - 10" 11' - 9 1/4" 11' - 0"2' - 4"13' - 5"2' - 4"12' - 8"2' - 6"11' - 6"4' - 0"11' - 0" 6' - 0" 6' - 0" 6' - 8" KITCHEN L4 BATH B-A3 BATH B-A2 5' - 10" 7' - 11" 4' - 11" 4' - 2 1/4" 5' - 11" 18' - 8"10' - 1 1/4"5' - 10"9' - 9"3' - 0 3/4"5' - 3"5' - 10"5' - 10"4' - 10"6' - 3 1/4"5' - 10"12' - 1 1/4"10' - 8"11' - 1"18' - 7 3/4"9" 7' - 3" 9' - 1 3/4" 3' - 3 1/4" 5' - 0" 2' - 4" 9' - 7" 7' - 0" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 8' - 11 1/2" 9 1/2" 5' - 0" 9' - 3" 9' - 2 1/2" 5' - 0" 1' - 6 3/4"10' - 6"6' - 0"6' - 0"7' - 2"11' - 0" 2' - 6" 12' - 6" 6' - 0"10' - 9"5' - 0"6' - 2"10' - 1"10' - 10"5' - 0"6' - 2"10' - 0"KITCHEN L2-A 4' - 0"10' - 1"6' - 3"5' - 3"10' - 5"5' - 10"4' - 5"5' - 3"5' - 11"4' - 0"7' - 5" 4' - 0 1/2" BATH B-A3 2' - 4" 10' - 10 1/2" 6' - 4 1/2"10' - 0 3/4"11' - 3 1/4"2' - 4"12' - 4"1 3/4"2' - 4"6' - 4"RE1RE1 RE1 RE2 RE2 RE1 L4ST02W RE2RE1 RE1 R01 R01 R02 R02 R03 R02 R10 R04 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02R02 R02 R02 R02 R02 R02 R11 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 S406W S405W S404W S403W R02 R02 R02 R03 R09 R02 R07 R02 R01 R01 R01R01R01 R03 R02 R03 R02 R02 R02 R08 R04 R04 R08 R08 R09 R01 R02 R02 R07 R08 R01 S404W RESIDENT STORAGE S403W RESIDENT STORAGE S406W RESIDENT STORAGE S405W RESIDENT STORAGE CORRIDOR L402W 2' - 9" 7' - 3"7' - 3"2' - 9"W10P1 W10P1 W10P1 W10P1 W11Q0 W10P0 W10L0 W10P1 W10P1 W10P0W10P0 W10P0 W10L0 W10P1 W10P0 W11Q0 W10P0 W02P0 W10P1 W10P1 W10P1 W10P1 W10P1 5' - 0" 4' - 5 3/4" 4' - 6 1/2" 1' - 1 3/4" 5' - 0" 4' - 6 1/4" 4' - 7 3/4" 3' - 0 3/4" 4' - 2" 5' - 0" 1' - 10 1/2" 19' - 4"9' - 0" 5' - 10 1/2" 9' - 8 1/4" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2" F F F F F F F F LIVING BEDROOM CLOSET BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOMBEDROOM BEDROOMBEDROOMBEDROOM LIVING LIVING LIVING LIVING LIVING LIVINGLIVINGLIVING LIVING CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET WALK-IN CLOSET CLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETCLOSETWALK-IN CLOSET WALK-IN CLOSET 2' - 4" 5' - 8 3/4" 2' - 4" 4 1/2" 1/2" W11L1W11L1W17Q1 M26L2 W21P2W25P2 W21P2 W17Q1 W11L1W11L1 W11L1 M26L2 W21P2 W21P2 W21P2 W02P0 W02P0 W11L1 W11L1 W17Q1 1/2" 4 1/2" R0110' - 11 1/2"2' - 4"4' - 1 1/2"11' - 1"10' - 0"10' - 11"5' - 0 1/2" 4' - 2 1/4" 2' - 4 1/4"10' - 11 1/2"3' - 10"6' - 2"6' - 10" 4' - 3 3/4" W11P0 W17Q11/2"4 1/2"5' - 4"8"4 1/2"1/2"12' - 10" 2' - 4"5' - 0"6' - 6"4' - 0 1/2"6' - 4 1/4"4 1/2" 1/2" W02P0 6' - 2 1/4" 4' - 2" 3' - 8" 6' - 4 1/2" 4 1/2" 4 1/2"4' - 6"4' - 0"4' - 6"10' - 1"6' - 2"5' - 0"10' - 9"5' - 0"6' - 3"2' - 4" 5' - 8 3/4" 2' - 4"5' - 10"5' - 8"3' - 11" 4' - 1 3/4" 2' - 4" W17Q1 6' - 2 1/2"2' - 4"5' - 11 3/4"6' - 4 1/4" 4' - 0 1/2" 3' - 4"6' - 7"10' - 0 3/4"W02P06' - 2 1/2"8' - 0 1/2"W10P0 W10P1 W10P1 W10P1 6' - 10"4' - 0 3/4"4' - 1" 6' - 7 3/4" 4' - 2 1/2" 7' - 1 1/2"2' - 6"3' - 4 3/4" 4' - 1" 7' - 3"6' - 3"5' - 0"10' - 9"5' - 0"6' - 2"10' - 1"2' - 4" 5' - 8 3/4" 2' - 4" 2' - 4" 4' - 1 3/4" 3' - 11"5' - 11 1/2"5' - 10"W17Q1 2' - 4" 5' - 8 3/4" 2' - 4" 2' - 4" 5' - 11 3/4" 2' - 4"4' - 6"6' - 3"5' - 0"2' - 0"5' - 0"6' - 4"4' - 6"3' - 11" 3' - 7 3/4" 4' - 0" 3' - 0"4' - 0"6' - 0"W17Q1 9' - 9 1/2"SD CO SD CO SD CO SD COSDCOSDCO SD CO SD CO SD CO SD CO W10P0 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:26 PM LEVEL 4 WEST SECTOR PLAN - W3 AB2.W4.3 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 4 SECTOR PLAN - WEST 3 KEY PLAN -UPPER LEVELS W3 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 2 AB400 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 C.5 A B.2 A.8 B9.1.C 512W B9.1.C 509W A1.5.C 508W A1.3.C 506W B1.5.C 504W C2.5.C 501W A1.1.C 513W A1.7.C 511W A1.4.C 510W B1.1.C-A 507W B1.1.C 505W A1.1.C 503W C2.4.C 502W TRASH W U501W ELEV 2W EL-02W STAIR 1W ST-01W ELEV 1W EL-01WELEV LOBBY W L501W CORRIDOR L502W UTILITY U502W BIKE STORAGE S501W BALCONY B512W BALCONY B509W BALCONY 413 BALCONY B506W BALCONY B504W BALCONY B501W BALCONY B502W BALCONY B503W BALCONY B505W BALCONY B507W BALCONY B510W BALCONY B511W BALCONY B513W RESIDENT STORAGE S502W HVAC M501W1 / AB2.W5.11 / AB2.W5.2AB440 5 AB461 3 AB422 5 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 C2.3.C 527W C2.6.C 528W B1.6.C 525W A1.1.C 523W A1.1.C 521W B9.1.C 519W B9.1.C 516W A1.1.C 514W A1.8.C 526W B11.1.C 524W STAIR 2W ST-02W A1.1.C-A 520W A1.6.C 518W A1.1.C 517W A1.1.C 515W CORRIDOR L502W A4.1.C 522W GARAGE EX. M502W S504W RESIDENT STORAGE S503W RESIDENT STORAGE BALCONY B525W BALCONY B523W BALCONY B521W BALCONY B519W BALCONY B516W BALCONY B514W BALCONY B515W BALCONY B517W BALCONY B518W BALCONY B520W BALCONY B522W BALCONY B524W BALCONY B526W BALCONY B527W BALCONY B528W HVAC M503WS505W RESIDENT STORAGE S506W RESIDENT STORAGE AB421 5 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:34 PM LEVEL 5 WEST FLOOR PLAN AB2.W5.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"2 LEVEL 5 WEST FLOOR PLAN B 3/32" = 1'-0"1 LEVEL 5 WEST FLOOR PLAN A KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1514131211 C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 B A.6 AB303 4 C.5 A B.2 A.8 AB3022 11 BIKES (1 ACCESSIBLE) C2.5.C 501W BALCONY B501W C2.4.C 502W BALCONY B502W HVAC M501W STAIR 1W ST-01W TRASH W U501W ELEV 1W EL-01W ELEV LOBBY W L501W ELEV 2W EL-02W UTILITY U502W BIKE STORAGE S501W A1.4.C 510W BALCONY B510W B1.1.C-A 507W B1.1.C 505W A1.1.C 503W BALCONY B503W BALCONY B505W BALCONY B507W B1.5.C 504W A1.3.C 506W A1.5.C 508W B9.1.C 509W BALCONY B509W BALCONY 413 BALCONY B506W BALCONY B504W RESIDENT STORAGE S502W CORRIDOR L502W RE1RE1 RE1 RE2 RE1 RE2 L5ST01W R02 R02 R03 R02 R10 R04R04 R02 R02 R02 L501W R01 R02 R02 R03 R04R04 S502W S501W U502W R04 R04 R04 R03 R02 R02 R04 R04 R03 R02 R02 RE2 RE1RE1RE1 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R03 R02 R02 R04 R04 R06 R08 R02 R02 R02 R02 R02 R02 R02 R04 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R04 R02 R02 R02 R05 R02 R02 R03 R02 R01 U501W R01 R01 R01 R06 R01 R01 R01 R07 R03 R02 R01 AB732 311 / AB2.W5.211' - 2"9' - 10"11' - 0"2' - 4 1/4" 4' - 0" 3' - 10 1/2" 1' - 8 1/2"6' - 2"2' - 4"10' - 6 1/4" 10' - 5 3/4"6' - 2"11' - 2"6' - 9 3/4" 6' - 5 1/2" 3' - 1 1/2" 2' - 4" 5' - 0 3/4"1' - 4 1/4" 8' - 10 1/4" 4' - 0" 6' - 2" 5' - 0" 5' - 6 1/4" 4' - 7 3/4" 5' - 10" GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:38 PM LEVEL 5 WEST SECTOR PLAN - W1 AB2.W5.1 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - WEST 1 KEY PLAN -UPPER LEVELS W1 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 2 AB400 1098765 C B.3 AB301 1 3 AB4111 AB412 2 AB414 3 AB414 B A.6 C.5 A B.2 3 AB412 A1.7.C 511W BALCONY B511W RESIDENT STORAGE S502W A1.1.C 513W A1.1.C 515W A1.1.C 517W A1.6.C 518W A1.1.C-A 520W BALCONY B520W BALCONY B518W BALCONY B517W BALCONY B515W BALCONY B513W B9.1.C 512W A1.1.C 514W B9.1.C 516W B9.1.C 519W BALCONY B519W BALCONY B516W BALCONY B514W BALCONY B512W RE1 RE1 RE1 RE1 RE1 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 S502W R04 R04 R04 R03 R02 R02 RE2 RE1 R02 R03 R02 R02R07 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04R04 R04 R04 R01R01R01R01 R01 R01 R01R01 RE1RE1RE1 R04 R03 R06R03 R04 R01 R02 R02 R03 R06 R02 R07 L502W R01 CORRIDOR L502W 13' - 0" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 5' - 3 1/2" 9' - 2"12' - 0 3/4"15' - 5 1/4"4' - 6"2' - 3 3/4" 4' - 2" 2' - 4 1/2" 2' - 4"13' - 5"2' - 4"6' - 2"11' - 0" 12' - 8 3/4" 5' - 2" 5' - 10" 2' - 5" 6' - 7 1/4" 3' - 8 1/2" 9' - 3" 5' - 0" 9 1/2" 8' - 11 1/2"4' - 6"15' - 5 1/4"12' - 0 3/4"2' - 7 1/2" 1' - 7" 4' - 1 3/4" 2' - 4" 5' - 11 1/4" 2' - 5" 10 3/4" 1' - 5 1/4"5' - 0"6' - 2"10' - 1"W10P1 W10P1 W10L0 W10P1 W10P0 W11L1 W10P1 W10L0 W10P01 / AB2.W5.31 / AB2.W5.1KITCHEN L2 EWFS1 BATH B-B25' - 10"6' - 1 1/2"GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:43 PM LEVEL 5 WEST SECTOR PLAN - W2 AB2.W5.2 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - WEST 2 KEY PLAN -UPPER LEVELS W2 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 5 D C B.3 AB302 4 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 A1.1.C-A 520W BALCONY B520W B9.1.C 519W BALCONY B519W A1.1.C 521W A1.1.C 523W B1.6.C 525W C2.6.C 528W C2.3.C 527W A1.8.C 526W B11.1.C 524W A4.1.C 522W BALCONY B522W BALCONY B524W BALCONY B526W BALCONY B527W BALCONY B528W BALCONY B525W BALCONY B523W BALCONY B521W GARAGE EX. M502WSTAIR 2W ST-02W HVAC M503W RE1RE1 RE1 RE2 RE2 RE1 L5ST02W RE2RE1 RE1 R01 R01 R02 R02 R03 R02 R10 R04 R04 R02 R03 R02 R02R07 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02R02 R02 R02 R02 R02 R02 R11 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 S506W S505W S504W S503W R02 R02 R02 R03 R09 R02 R07 R02 R01 R01 R01R01R01 R03 R02 R03 R02 R02 R02 R08 R04 R04 R04 R08 R09 R01 R02 R02 R07 R08 R01 S504W RESIDENT STORAGE S503W RESIDENT STORAGE S506W RESIDENT STORAGE S505W RESIDENT STORAGE 1' - 6" 12' - 8 3/4" 11' - 5 1/2" 12' - 1 3/4" 3' - 9 1/4" 6' - 7 1/4" 2' - 4 1/4" 5' - 10" 11' - 11 1/4" 5' - 10" 4 1/2"1/2"4 1/2" 1/2" R02 9' - 8 1/2" 2' - 8 1/2" 5' - 0" 2' - 4" 9' - 7" 7' - 0"4' - 6"15' - 5 1/4"12' - 0 3/4"6' - 5 1/2" 4' - 8 1/4" 4' - 6 3/4" 4' - 8" 2' - 7 3/4" 2' - 4" 4' - 2 1/4" 5' - 4 3/4" 6' - 8 1/2"11' - 0"2' - 4"4' - 0 1/8"11' - 0" 13' - 0" 5' - 2" 5' - 10" 2' - 4 1/2" 6' - 7 1/4" 4' - 0 1/4" 9' - 6 1/2" 5' - 3 1/2" 9' - 2" 1/2" 4 1/2"12' - 0 3/4"15' - 5 1/4"4' - 6"4' - 2 1/2" 2' - 3 3/4" 4' - 2" 6' - 4 1/2" 2' - 4 1/2" 2' - 4"13' - 5"2' - 4"6' - 2"10' - 1"W11L1 W10P0 W11Q0 W10P1 W10P1 W10L0 W10P1 W10P0 W11L111' - 1"10' - 0"10' - 11"11' - 0"5' - 10"6' - 0"9' - 2"GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:47 PM LEVEL 5 WEST SECTOR PLAN - W3 AB2.W5.3 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 5 SECTOR PLAN - WEST 3 KEY PLAN -UPPER LEVELS W3 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 C2.3.C 627W C2.6.C 628W B1.6.C-A 625W A1.1.C 623W A1.1.C 621W B9.1.C 619W B9.1.C 616W A1.1.C 614W A1.8.C 626W B11.1.C 624W STAIR 2W ST-02W A1.1.C 620W A1.6.C 618W A1.1.C 617W A1.1.C 615W CORRIDOR L602W A4.1.C 622W GARAGE EX. M602W S604W RESIDENT STORAGE S603W RESIDENT STORAGE BALCONY B625W BALCONY B623W BALCONY B621W BALCONY B619W BALCONY B616W BALCONY B614W BALCONY B615W BALCONY B617W BALCONY B618W BALCONY B620W BALCONY B622W BALCONY B624W BALCONY B626W BALCONY B627W BALCONY B628W HVAC M603WS605W RESIDENT STORAGE S606W RESIDENT STORAGE AB421 5 1 AB402 2 AB400 AB301 2 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 C.5 A B.2 A.8 B9.1.C 612W BALCONY B612W B9.1.C 609W BALCONY B609W A1.5.C 608W A1.3.C 606W BALCONY B606W BALCONY B608W BALCONY B604W B1.5.C 604W STAIR 1W ST-01WTRASH W U601W ELEV 1W EL-01W ELEV LOBBY W L601W ELEV 2W EL-02W METER ROOM U602W BIKE STORAGE S601W RESIDENT STORAGE S602W A1.1.C 613W BALCONY B613W A1.7.C 611W A1.4.C 610W B1.1.C 607W B1.1.C 605W A1.1.C 603W BALCONY B603W BALCONY B605W BALCONY B607W BALCONY B610W BALCONY B611W C2.4.C 602W BALCONY B602W C2.5.C 601W BALCONY B601W HVAC M601W1 / AB2.W6.11 / AB2.W6.2AB440 5 AB461 3 AB422 5 GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:51:56 PM LEVEL 6 WEST FLOOR PLAN AB2.W6.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"1 LEVEL 6 WEST FLOOR PLAN A 3/32" = 1'-0"2 LEVEL 6 WEST FLOOR PLAN B KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP 1 AB402 AB301 2 1514131211 C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 B A.6 AB303 4 C.5 A B.2 A.8 AB3022 11 BIKES (1 ACCESSIBLE) B1.5.C 604W C2.5.C 601W BALCONY B601W C2.4.C 602W BALCONY B602W A1.1.C 603W B1.1.C 605W B1.1.C 607W A1.4.C 610W BALCONY B610W BALCONY B607W BALCONY B605W BALCONY B603W HVAC M601W STAIR 1W ST-01W TRASH W U601W ELEV 1W EL-01W ELEV LOBBY W L601W ELEV 2W EL-02W METER ROOM U602W BIKE STORAGE S601W RESIDENT STORAGE S602W B9.1.C 609W A1.5.C 608W A1.3.C 606W BALCONY B604W BALCONY B606W BALCONY B608W BALCONY B609W CORRIDOR L602W RE3RE3 RE3 RE4 RE3 RE4 L6ST01W R02 R02 R03 R02 R10 R04R04 R02 R02 R02 L601W R02 R02 R02 R03 R04R04 S602W S601W U602W R04 R04 R04 R03 R02 R02 R04 R04 R03 R02 R02 RE4 RE3RE3RE3 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R02 R02 R02 R02 R02 R04 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R04 R02 R02 R02 R05 R02 R02 R03 R02 R01 U601W R01 R01 R01 R06 R07 R03 R02 R01 AB732 311 / AB2.W6.2GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:01 PM LEVEL 6 WEST SECTOR PLAN - W1 AB2.W6.1 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - WEST 1 KEY PLAN -UPPER LEVELS W1 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 2 AB400 1098765 C B.3 AB301 1 3 AB4111 AB412 2 AB414 3 AB414 B A.6 C.5 A B.2 3 AB412 RESIDENT STORAGE S602W A1.7.C 611W BALCONY B611W BALCONY B613W BALCONY B615W BALCONY B617W BALCONY B618W BALCONY B620W A1.1.C 620W A1.6.C 618W A1.1.C 617W A1.1.C 615W A1.1.C 613W B9.1.C 612W A1.1.C 614W B9.1.C 616W B9.1.C 619W BALCONY B619W BALCONY B616W BALCONY B614W BALCONY B612W RE3 RE3 RE3 RE3 RE3 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 S602W R04 R04 R04 R03 R02 R02 RE4 RE3 R02 R02 R03 R06 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04R04 R04 RE3RE3RE3 R04 R03 R06 R03 R04 R02 R02 R03 R06 R02 R07 R01 L602W CORRIDOR L602W1 / AB2.W6.31 / AB2.W6.19' - 3" 5' - 0" 0' - 9 1/2" 8' - 11 1/2"10' - 9"5' - 0"6' - 2"10' - 1"2' - 4" 1' - 7" 4' - 1 3/4" 2' - 4"6' - 3"5' - 0"5' - 10"6' - 1 1/2"3' - 11" 4' - 1 3/4" 2' - 4" KITCHEN L2 BATH B-B2 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:06 PM LEVEL 6 WEST SECTOR PLAN - W2 AB2.W6.2 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - WEST 2 KEY PLAN -UPPER LEVELS W2 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 5 D C B.3 AB302 4 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 BALCONY B620W A1.1.C 620W B9.1.C 619W A1.1.C 621W BALCONY B621W BALCONY B619W A1.1.C 623W BALCONY B623W BALCONY B625W B1.6.C-A 625W C2.6.C 628W BALCONY B628W C2.3.C 627W BALCONY B627W HVAC M603W STAIR 2W ST-02W GARAGE EX. M602W A4.1.C 622W BALCONY B622W B11.1.C 624W A1.8.C 626W BALCONY B626W BALCONY B624W RE3RE3 RE3 RE4 RE4 RE3 L6ST02W RE4RE3 RE3 R01 R02 R02 R03 R02 R10 R04 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02R02 R02 R02 R02 R02 R02 R11 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 S606W S605W S604W S603W R02 R02 R02 R03 R09 R02 R07 R02 R01 R03 R02 R03 R02 R02 R02 R08 R04 R04 R08 R08 R09 R01 R02 R02 R07 R08 S604W RESIDENT STORAGE S603W RESIDENT STORAGE S606W RESIDENT STORAGE S605W RESIDENT STORAGE GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:11 PM LEVEL 6 WEST SECTOR PLAN - W3 AB2.W6.3 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 6 SECTOR PLAN - WEST 3 KEY PLAN -UPPER LEVELS W3 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION DN 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 COMMUNITY ROOM L703W C2.3.C 727W B1.6.C 725W A1.1.C 723W A1.1.C 721W B9.1.C 719W B9.1.C 716W A1.1.C-A 714W A1.8.C 726W B11.1.C 724W STAIR 2W ST-02W A1.1.C 720W A1.6.C 718W A1.1.C 717W A1.1.C 715W CORRIDOR L702W A4.1.C 722W GARAGE EX. M702W S704W RESIDENT STORAGE S703W RESIDENT STORAGE BALCONY B725W BALCONY B723W BALCONY B721W BALCONY B719W BALCONY B716W BALCONY B714W BALCONY B715W BALCONY B717W BALCONY B718W BALCONY B720W BALCONY B722W BALCONY B724W BALCONY B726W BALCONY B727W ROOF DECK L704W HVAC M703WS705W RESIDENT STORAGE S706W RESIDENT STORAGE AB421 5 1 AB402 2 AB400 AB301 2 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 C.5 A B.2 A.8 B9.1.C 712W B9.1.C 709W A1.5.C 708W A1.3.C 706W B1.5.C 704W C2.5.C 701W A1.1.C 713W A1.7.C 711W A1.4.C 710W B1.1.C 707W B1.1.C 705W A1.1.C 703W C2.4.C 702W TRASH U701WELEV 2W EL-02W STAIR 1W ST-01WELEV 1W EL-01W ELEV LOBBY W L701W CORRIDOR L702W ELEV CONTROL U702W BIKE STORAGE S701W BALCONY B712W BALCONY B709W BALCONY B707W BALCONY B706W BALCONY B704W BALCONY B701W BALCONY B702W BALCONY B703W BALCONY B705W BALCONY B707W BALCONY B710W BALCONY B711W BALCONY B713W RESIDENT STORAGE S702W HVAC M701W AB440 6 AB461 3 AB422 51 / AB2.W7.11 / AB2.W7.2GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:18 PM LEVEL 7 WEST FLOOR PLAN AB2.W7.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"1 LEVEL 7 WEST FLOOR PLAN A 3/32" = 1'-0"2 LEVEL 7 WEST FLOOR PLAN B KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION DN 1 AB402 AB301 2 1514131211 C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 B A.6 AB303 4 C.5 A B.2 A.8 AB3022 11 BIKES (1 ACCESSIBLE) BALCONY B709W BALCONY B707W BALCONY B706W BALCONY B704W BALCONY B701W C2.5.C 701W B1.5.C 704W A1.3.C 706W A1.5.C 708W B9.1.C 709W A1.4.C 710W B1.1.C 707W B1.1.C 705W A1.1.C 703W C2.4.C 702W BALCONY B710W BALCONY B707W BALCONY B705W BALCONY B703W BALCONY B702W RESIDENT STORAGE S702W BIKE STORAGE S701W ELEV CONTROL U702W ELEV 2W EL-02W ELEV LOBBY W L701W ELEV 1W EL-01W TRASH U701W STAIR 1W ST-01W HVAC M701W RE3RE3 RE3 RE4 RE3 RE4 L7ST01W R02 R02 R03 R02 R10 R04R04 R02 R02 R02 L701W R01 R02 R02 R03 R04R04 S702W S701W U702W R04 R04 R04 R03 R02 R02 R04 R04 R03 R02 R02 RE3 RE3RE3RE3 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R03 R02 R02 R04 R04 R07 R04 R02 R02 R02 R02 R02 R02 R02 R04 R07 R08 R02 R02 R02 R02 R02 R02 R03 R07 R08 R04 R02 R02 R02 R05 R02 R02 R03 R02 R01 U701W R01 R01 R01 R01 R06 R01 R01 R01 R07 R03 R02 R01 AB732 311 / AB2.W7.2GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:23 PM LEVEL 7 WEST SECTOR PLAN - W1 AB2.W7.1 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - WEST 1 KEY PLAN -UPPER LEVELS W1 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 2 AB400 1098765 C B.3 AB301 1 3 AB4111 AB412 2 AB414 3 AB414 B A.6 C.5 A B.2 3 AB412 BALCONY B719W BALCONY B716W BALCONY B714W BALCONY B712W B9.1.C 712W A1.1.C-A 714W B9.1.C 716W B9.1.C 719W A1.1.C 720W A1.6.C 718W A1.1.C 717W A1.1.C 715W A1.1.C 713W A1.7.C 711W BALCONY B720W BALCONY B718W BALCONY B717W BALCONY B715W BALCONY B713W BALCONY B711W RESIDENT STORAGE S702W RE3 RE3 RE3 RE3 RE3 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 R02 R02 R03 R02 R10 R04R04 R02 R02 R02 R02 R02 R03 R02 R10 R04 R04 R02 R02 R02 S702W R04 R04 R04 R03 R02 R02 RE4 RE3 R02 R02 R03 R06 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04R04 R04 R01R01R01R01 R01 R01 R01R01 RE3RE3RE3 R02 R03 R02 R02 R07 R01 R02 R02 R03 R06 R02 R07 CORRIDOR L702W R01 L702W1 / AB2.W7.31 / AB2.W7.113' - 5"2' - 4"6' - 2"10' - 1"6' - 2 3/4" 4' - 2" 3' - 11" 4' - 6 1/2" 2' - 4" 9' - 10" 5' - 0" 9' - 2" BATH A-2 KITCHEN L2-A GENERAL TYPE A UNIT NOTES: 1. PER A117.1-2009 1003.5 AT TYPE A UNITS, PRIMARY ENTRANCE DOORS AND ALL DOORS PROVIDING USER PASSAGE WITHIN UNITS TO HAVE REQUIRED ACCESSIBLE DOOR HARDWARE (LEVER-STYLE) & DOOR MANEUVERING CLEARANCE AS REQUIRED PER ICC A117.1-2009 TABLE 404.2.3.2. A 60" DIAMETER TURN SPACE IS NOT REQUIRED FOR UNIT DOORS IN A SERIES. 2. PROVIDE CLEAR WIDTH AT INTERIOR UNIT DOORS OF 32" CLEAR MINIMUM. FOR DOUBLE LEAF DOORS, TYPE A REQUIRED MINIMUM 1 LEAF PROVIDE 32" CLEAR MINIMUM. 3. PER A117.1-2009 1003.5 ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A SLOPE MAX. 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.5 ENSURE THERE IS 1/2" MAX. CHANGE IN LEVEL BETWEEN THE INTERIOR SPACE & EXTERIOR DECK, PATIO, OR BALCONY SURFACE AT SECONDARY SWING DOORS (INCLUDING THRESHOLD), WHETHER PERVIOUS OR IMPERVIOUS (3/4" MAX. FOR SLIDERS). ENSURE 1:2 MAX. BEVELED SLOPES ON EITHER SIDE OF THRESHOLD BETWEEN 1/4" & THE TOP OF THRESHOLD. 5. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE EMERGENCY ESCAPE ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 6. PER ICC A117.1-2009 1003.5 DOORS PROVIDING PASSAGE TO NOT ACCESSIBLE BAHTROOMS IN TYPE A UNITS ARE NOT REQUIRED TO PROVIDE DOOR MANEUVERING CLEARANCES ON THE BATHROOM SIDE OF THE DOOR. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:27 PM LEVEL 7 WEST SECTOR PLAN - W2 AB2.W7.2 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - WEST 2 KEY PLAN -UPPER LEVELS W2 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 5 D C B.3 AB302 4 2 AB412 6 AB411 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 B1.6.C 725W BALCONY B725W BALCONY B723W BALCONY B721W BALCONY B719W B9.1.C 719W A1.1.C 721W A1.1.C 723W ROOF DECK L704W COMMUNITY ROOM L703W C2.3.C 727W A1.8.C 726W B11.1.C 724W A4.1.C 722W A1.1.C 720W BALCONY B727W BALCONY B726W BALCONY B724W BALCONY B722W BALCONY B720W HVAC M703W STAIR 2W ST-02W GARAGE EX. M702W RE3RE3 RE3 RE4 RE3 L7ST02W RE4RE3 RE3 R01 L703Wa R02 R02 R03 R02 R10 R04 R04 R02 R02 R03 R06 R04R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 R02 R02 R03 R06 R04 R04 L703Wb R02 R02 R02 R02 R02 R02 R03 R07 R08 S706W S705W S704W S703W R02 R02 R02 R03 R09 R02 R07 R02 R01 R01 R01R01R01 R03 R02 R03 R02 R02 R02 R08 R04 R04 R04 R08 R09 R01 R02 R02 R07 R08 R01 L702W CORRIDOR L702W S704W RESIDENT STORAGE S703W RESIDENT STORAGE S706W RESIDENT STORAGE S705W RESIDENT STORAGE ROOF DRAIN BELOW PEDISTAL PAVERS 22' - 9 1/4"2' - 11"3' - 9 1/2"3' - 9 1/2"3' - 9 1/2"3' - 9 1/2"4' - 8 1/4"2' - 11" 3' - 9 1/2" 8' - 11" 1' - 6"5' - 1 1/4"26' - 11 3/8"15' - 7 1/2"16' - 6 1/4" 7' - 6 1/4" 2' - 3" 3' - 9 1/2" 3' - 9 1/2" 4' - 2 3/4" 2' - 5 1/2" 2' - 3 3/8"12' - 6"7' - 0"10' - 2 5/8"4' - 1"2' - 11"2' - 4" 9' - 8 1/2" 2' - 8 1/2" 5' - 0" 2' - 4" 9' - 7" 7' - 0" R02 11' - 1"10' - 0"10' - 11"4' - 10 1/2" 4' - 4 1/4" 2' - 4 1/4" W11Q06' - 6"2' - 4"11' - 0"5' - 10"6' - 0"9' - 2"GENERAL NOTES: 1. INTERIOR WALL TYPES WITHIN THE UNITS SHALL BE: W10L0 - 2x4 INTERIOR PARTITIONS (U.N.O.) DEMISING WALLS SHALL BE: WW14L1 - DEMISING WALL (U.N.O.) CORRIDOR WALLS SHALL BE: W17P1 - 2x6 1 HR CORRIDOR WALL (U.N.O.) EXTERIOR WALL TYPES SHALL BE: W54Q1 - 2X8 EXTERIOR 1HR WALL (U.N.O.) 2. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS, PROVIDE CLEAR WIDTH OF 31-3/4" MINIMUM AT INTERIOR UNIT DOORS PROVIDING USER PASSAGE. FOR DOUBLE LEAF DOORS, IF OPERABLE PARTS FOR INACTIVE LEAF ARE NOT WITHIN 15"-18", THE OPERABLE LEAF IS REQUIRED TO PROVIDE 31-3/4" CLEAR MINIMUM. 3. PER ICC A117.1-2009 1004.5 AT TYPE B UNITS ENSURE SWING DOOR THRESHOLDS ARE MAX. 1/4" HIGH. THRESHOLDS GREATER THAN 1/4" HIGH, SHALL BE MAX. 1/2" WITH A BEVELED SLOPE OF 1:2 MAX. THRESHOLDS AT EXTERIOR SLIDING DOORS ARE PERMITTED TO BE 3/4" MAX., PROVIDED IT IS BEVELED WITH A MAX. SLOPE OF 1:2 AT BOTH SIDES. WHEN DETERMINING CHANGES IN LEVELS AND THRESHOLDS, ACCOUNT FOR MAX. ALLOWABLE CARPET HEIGHT AS WELL AS COMPRESSED CARPET HEIGHT. 4. PER ICC A117.1-2009 1003.9 AND 1003.13, OPERABLE WINDOWS THAT ARE REQUIRED TO PROVIDE NATURAL VENTILATION AND WINDOWS THAT ARE REQUIRED TO PROVIDE 30"x48" CLEAR FLOOR SPACE BY THE WINDOW AND OPERABLE PARTS COMPLYING WITH SECTION 309. FOR WINDOWS REQUIRED TO BE ACCESSIBLE, ENSURE OPERABLE PARTS FOR WINDOW TREATMENTS IN TYPE A UNITS ALSO MEET SECTION 309 IN ORDER TO OPERATE THE WINDOW AS REQUIRED. 5. REFER TO AB550-AB551 FOR TYPICAL COMPONENTS AND ACCESSIBILITY REQUIREMENTS, INCLUDING GRAB BAR BLOCKING 6. SEE AB552-AB555 FOR KITCHEN AND BATH TYPE PLANS AND ELEVATIONS. 7. FIXTURES AND APPLIANCES ARE SHOWN ON ARCHITECTURAL AND INTERIOR DESIGN SHEETS. IN CASE OF CONFLICT, CONTRACTOR TO NOTIFY ARCHITECT BEFORE INSTALLATION. 8. PROVIDE EACH DWELLING UNIT WITH A DOMESTIC HOT WATER METER PER 2018 WSEC C404. 9. SEE MECHANICAL DRAWINGS FOR ENERGY RECOVERY VENTILATION. GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:31 PM LEVEL 7 WEST SECTOR PLAN - W3 AB2.W7.3 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/16" = 1'-0"1 LEVEL 7 SECTOR PLAN - WEST 3 KEY PLAN -UPPER LEVELS W3 1'2'4'8'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 1 AB402 1 AB400 AB302 3 98765 C B.3 AB301 1 AB302 4 3 AB411 1 AB412 2 AB412 4 AB411 5 AB411 6 AB412 5 AB412 4 AB412 2 AB414 1 4 B 2 3 A.6 C.5 A B.2 3 AB412 HVAC SHAFT GARAGE EXHAUST DASHED LINE OF CORRIDOR WALLS BELOW, TYP. BEGINING OF ROOF OVERHANG, TYP.2 1/16" / 12"1 1/2" / 12"1 1/2" / 12" 1 1/2" / 12"1 1/2" / 12" 2' - 0"3' - 6"3' - 6"1' - 6"3' - 6"3' - 6"3' - 6"1' - 6"DASHED LINES OF 2-HR FIRE WALL BELOW 4' CLEAR AROUND FIREWALL PENETRATIONS ARE PROHIBITED1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.COLLECTOR BOX COLLECTOR BOX ROOF OVERHANG 2' - 0"2' - 0"2' - 0" 2' - 0"2' - 0"ROOF OVERHANG MTL TRELLIS BALCONY CANOPY CRICKETS 1/4" / 12" SLOPE TYP. TO FRAMING 420' - 6 1/2" TO FRAMING 420' - 6 1/2" TO FRAMING 420' - 6 1/2" TO FRAMING 421' - 2 1/2" TO FRAMING 421' - 2 1/2" MECHANICAL SCREEN 1 AB660 TYP AB660 3 PV ARRAY 2 AB400 AB301 2 15141312111098 D C 16 B.3 2 AB402 5 AB410 6 AB410 1 AB411 2 AB411 3 AB411 3 AB414 B A.6 AB303 4 4 AB461 5 AB461 C.5 A B.2 A.8 HVAC SHAFT MECHANICAL SHAFT DASHED LINE OF CORRIDOR WALLS BELOW, TYP. BEGINING OF ROOF OVERHANG, TYP. 1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"1 1/2" / 12" 3' - 6"1' - 6"3' - 6"3' - 6"1' - 6"3' - 6"1' - 0"1' - 6"3' - 6" TRASH CHUTE CAP PER MFR 1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP. 1/4" / 12" TYP. DOWNSPOUT FROM SHED ROOF TO MAIN ROOF GUTTER COLLECTOR BOXCOLLECTOR BOX SCUPPER AND COLLECTOR BOX SCUPPER AND COLLECTOR BOX ROOF OVERHANG2' - 0"2' - 0"2' - 0"ROOF OVERHANG 2' - 0"2' - 0"MTL TRELLIS BALCONY CANOPY MTL TRELLIS BALCONY CANOPY ELEVATOR OVERRUN STAIR TO ROOF CRICKETS 1/4" / 12" SLOPE TYP. TO FRAMING 420' - 6 1/2" TO FRAMING 421' - 2 1/2" TO FRAMING 421' - 2 1/2" TO FRAMING 420' - 6 1/2" TO FRAMING 420' - 6 1/2" MECHANICAL SCREEN AB660 3 1 AB660 TYP PV ARRAY GENERAL FLOOR PLAN NOTES: 1. CODES: ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICATION. 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 3. CONTRACTOR SHALL VERIFY ALL CONDITIIONS PRIOR TO INTIATING THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 4. ALL DIMENSIONS SHOWN TO: A. FACE OF CONCRETE AND CONCRETE MASONRY B. FACE OF FRAMING AT WOOD FRAMED EXTERIOR WALLS C. FACE OF FRAMING AT STEEL FRAMED EXTERIOR WALLS D. FACE OF FRAMING AT INTERIOR FRAMED WALLS E. CENTERLINE OF FRAMING GAP AT DOUBLE PLACE FRAMED PARTY WALLS F. FACE OF FINISH AT EXISTING WALLS OF STAIR & ELEVATOR CORES G. ROUGH OPENING AT WINDOWS AND OTHER OPENINGS UNLESS DETAILED OR NOTED OTHERWISE ON DRAWINGS DIMENSIONS MARKED "CLR" OR "CLEAR" AREA CLEAR TO FINISH SURFACES. 5. WALL ASSEMBLY TAGS REFER TO ASSEMBLIES SHOWN ON SHEETS AB010 AND AB011 6. WINDOW TAGS REFER TO THE SCHEDULE ON AB710 7. DOOR TAGS REFER TO SCHEDULES ON SHEETS AB700 AND AB701. 8. SEE SHEETS CS042 - CS045 FOR GENERAL ACCESSIBILITY REQUIREMENTS. 9. MAINTAIN 7' - 0" CLEAR MIN AT ALL OCCUPIABLE AREAS OF GARAGE 10. TYPE I CONSTRUCTION: REFER TO STRUCTURAL DOCUMENTS FOR ADDITIONAL INFORMATION. 11. INTERIOR EXIT STAIRWAYS TO BE PRESSURIZED IN ACCORDANCE WITH 2018 IBC SECTIONS 909.6.S AND 909.20 PER IBC SECTION 504.4.1 12. PROVIDE PRESSURIZATION AT ELEVATOR SHAFTS, SEE MECHANICAL 13. WHERE FIXED OR BUILT-IN STORAGE ELEMENTS ARE PROVIDED IN REQUIRED ACCESSIBLE SPACES, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH TYPE SHALL BE ACCESSIBLE PER 2018 IBC SECTION 1109.9 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:52:34 PM ROOF LEVEL WEST FLOOR PLAN AB2.WR.0 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"1 ENLARGED ROOF PLAN SOUTH A 3/32" = 1'-0"2 ENLARGED ROOF PLAN SOUTH B KEY PLAN -UPPER LEVELS WEST 2'4'8'16'0' NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION FDFDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FDFD FD 171514131211 D E E.7 C F 1816 G B.3 19 20 21 B A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 1 / AB223S29' - 6"27' - 0"29' - 0"29' - 0"29' - 0"28' - 0"29' - 0"27' - 0" 9' - 6" 19' - 6" 15' - 5"17' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"4" 1/4" 1/4" / 12" 1/4" / 12" 1/4" 1/4" / 12" 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" 1/4"1/4"1/4"1/4"4"4"4"4"4" TO SLAB 371' - 9" TO SLAB 371' - 9" TO SLAB 371' - 9" 1/4" / 12" MIN.1/4" / 12" MIN.15' - 0"3 5/8"12' - 8 3/8"2 3/8"23' - 7 1/4" 3' - 8 3/8" 9' - 2 3/8" 3' - 9 5/8" 14' - 6" 4' - 0 5/8" 12' - 5 3/8"2 1/8"10' - 9 7/8"2' - 4 5/8"8' - 1 3/8" 4' - 9" 11' - 2" 1' - 6" 4' - 4 3/8" TYP 4' - 4 3/8" 1 5/8" 12' - 4 3/8" 1 5/8" 12' - 11" 9' - 6" 19' - 6" 5' - 11" 9' - 6"1' - 6"4' - 6"5' - 4 3/8"3' - 5 5/8"2' - 7"10' - 6"11' - 0"2' - 2 1/8"13' - 3 1/4"1' - 0 5/8"14' - 6"5' - 9 7/8"7' - 2 1/8"5' - 5 3/8"21' - 4 1/2"8 1/8"5' - 5 3/4"7' - 6 1/4"9' - 5 3/8"5' - 6 5/8"1 5/8" 4' - 6" 6' - 1 1/4" 4' - 6" TYP 10' - 1 1/4"135°1 3 5 ° 29' - 6"27' - 0" 4' - 5 3/8" 22' - 1 1/4" 2' - 5 3/8" 23' - 5 3/8" 5' - 6 5/8" 16' - 6 5/8" 12' - 5 3/8" 13' - 5 3/8" 14' - 6 5/8" 6' - 9 7/8" 22' - 2 1/8" 11 3/8" 38' - 6 5/8"31' - 11"6' - 6"10' - 6 5/8"4' - 6" TYP2' - 10" 5' - 10"1' - 9" 6' - 11" 10' - 4 1/2" 9' - 2" 7' - 5 1/2" 12' - 2" 7' - 2" 1' - 10"5' - 10" 2' - 10" 5' - 10" 15' - 5" 11' - 0" 7"3 1/2" 5' - 11 1/4" 5' - 0 3/4"5' - 6" 3' - 10" 4' - 9"4' - 5 3/8"4' - 3 1/2"8' - 8 1/2" 13' - 9" 13' - 9" 13' - 0" 9" 13' - 9" 8' - 3" 8' - 3" 11' - 0"1' - 0 1/2"9' - 5 1/2" 2' - 7" 14' - 9" 14' - 9" 13' - 6" 13' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 14' - 0" 14' - 0" 12' - 0" 12' - 4 1/8" 4' - 7 7/8" 2 3/8" 12' - 8 3/8" 16' - 9 5/8" 5' - 6 5/8" 12' - 7 1/2" 8' - 9 7/8" 2' - 6 5/8" 12' - 7 1/2" 13' - 9 7/8" 7' - 5" 12' - 10 3/4" 8' - 8 1/4" 21' - 5" 7' - 7" 2' - 6 5/8" 25' - 5 3/8" 29' - 0" 1' - 5 3/8"4' - 6"2' - 4"12' - 6"4' - 4 3/8"4' - 4 3/8"52' - 5 5/8"10' - 0"2' - 11 3/8"2' - 8"4' - 6"4' - 6"7' - 11 3/8" 21' - 6 5/8" 10' - 6 5/8" 16' - 5 3/8" 2' - 3 5/8" 15' - 3" 11' - 5 3/8" 14' - 5 3/8" 11' - 4 1/2" 3' - 2 1/8" 19' - 0 5/8" 9' - 11 3/8" 2' - 6 5/8"2' - 4" 6' - 4"3' - 8"2' - 8"2' - 4" 6' - 4"2' - 4" 5' - 4" 9' - 4" 9' - 2" 10' - 4 1/2" 6' - 11" 6' - 11 1/4" 1' - 6" 6" 6' - 8 1/4" 7' - 9 3/4" 12' - 11 3/4" 12' - 9 1/2"5/8"1/4" / 12"1/4"15' - 2 11/16" 15' - 2 11/16" 3' - 0"EQEQEQ EQ 2' - 0"2' - 0"2' - 0"EQ EQEQ EQ 10' - 0" 7' - 0"5' - 0" 1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.1/4" / 12" MIN.A.4 6' - 2 3/4"4"ALL ABOVE GROUND COURTYARD AREAS SHALL DRAIN TO THE PROPOSED SURFACE STORMWATER SYSTEM IN ACCORDANCE WITH THE APPROVED CIVIL, LANDSCAPING AND PLUMBING PLANS. 1 4' - 7 3/8" 4' - 0 5/8" 3' - 8" ? 2' - 1 3/4"3' - 4"3' - 0"2' - 3 1/4"8 3/4"SLAB PLAN LEGEND: STRUCTURAL SLAB OVERFRAMING SLAB (NIC) OVERFRAMING SLAB CONCRETE WALL TYPE VA CONSTRUCTION CMU WALL CONCRETE CURB CONCRETE CURB AT DOOR THRESHOLD SLAB PLAN GENERAL NOTES: 1. REFER TO CIVIL DRAWINGS FOR SITE INFORMATION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STRUCTURAL INFORMATION. 3. REFER TO MEP DRAWINGS FOR ADDITIONAL FLOOR PENETRATIONS NOT SHOWN. 4. CENTERLINE OR FACE OF COLUMNS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 5. CENTERLINE OR FACE OF CONC WALLS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 6. ALL CURB WALLS TO BE C00P0 UNLESS OTHERWISE NOTED. 7.VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 3:09:06 PM LEVEL 3 NORTH SLAB PLAN AB223N SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 LEVEL 3 ENLARGED SLAB PLAN NORTH 2'4'8'16'0' KEY PLAN -LEVEL 1 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL FDFDFDFDFDFDFDFD FD FD FD FD FD FD FD FD FD FD FD FDFD 12111098765 D E E.7 C F G B.3 1 4 B 2 3 A.6 H E.3 C.5 A B.2 F.3 17' - 11" 26' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6" 17' - 5"29' - 11"44' - 0"30' - 1" 17' - 11" 26' - 0"29' - 0"29' - 0" 18' - 4" 25' - 4" 16' - 4" 29' - 6"1 / AB223NTO SLAB 371' - 5" @PERIMETIER SLOPE TO 371'-1" MIN AT DRAINS 8' - 11 1/2" 8' - 11 1/2" 13' - 0" 13' - 0" 14' - 6" 14' - 6" 14' - 6" 14' - 6" 9' - 2" 9' - 2" 12' - 8" 12' - 8"8' - 2" 8' - 2" 14' - 9" 14' - 9" 10' - 0"6' - 6"TO SLAB 371' - 9" TO SLAB 371' - 9" 2' - 4" 7' - 8" 22' - 3" 6' - 6 1/4" 1' - 5 5/8" 12' - 7 1/2" 23' - 4 5/8" 3 7/8" 12' - 7 1/2" 11' - 4 1/2" 5' - 9 1/8" 6' - 10 3/8" 22' - 4 1/4" 12' - 10 3/4" 1' - 5 5/8"4" 20' - 4" 1' - 5 5/8" 7' - 2 3/8" 5' - 8 3/8" 22' - 4 1/4" 11 3/8" 11' - 8 1/8" 6' - 7 7/8" 4' - 11 5/8" 12' - 10 3/4" 1' - 5 5/8" 6' - 0" 14' - 8" 1' - 5 5/8"2 3/8" 2' - 4" 17' - 11" 6' - 0 5/8" 19' - 11 3/8" 5' - 11 3/8" 22' - 1 1/4" 11 3/8" 24' - 11 3/8" 4' - 0 5/8" 18' - 0 5/8" 3 3/8" 12' - 4 1/8" 12' - 11 7/8" 3 3/8" 11' - 4 1/2" 4' - 8 1/8" 7' - 11 3/8"8' - 0"8' - 0"5' - 9" 10' - 0" 11' - 9" 17' - 11 3/4" 9' - 6 1/4" 10' - 6" 2' - 7" 12' - 6" 2' - 4"3' - 4"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8" TYP4' - 4 3/8" TYP11' - 2 9/16" 27' - 6" 9' - 1" 3' - 11"4' - 6"4' - 6"4' - 6"4' - 6" 10' - 0"4' - 5 3/8"8"8' - 6"2"7' - 0"2"2' - 0" 12' - 6" 5' - 3" 11" 12' - 2" 1' - 0 5/8" 7' - 11 3/8" 2' - 9" 1 9/32" 8' - 0 5/8" 4' - 11 3/8" 24' - 0 5/8" 8' - 0 5/8" 20' - 11 3/8" 4' - 11 3/8" 11' - 4 1/2" 2' - 0 1/8" 8' - 8 5/8" 25' - 10 3/4" 7' - 0 5/8" 29' - 6" 2' - 1 3/4"9' - 5 1/2" 1' - 6 1/2"95°8' - 0"11' - 10 3/8"20' - 4 1/2"12' - 7 1/2"21' - 4 1/2"12' - 7 1/2"25' - 3 3/32"17' - 0 5/8"6' - 6"4' - 6"4' - 0 5/8"12' - 11 3/8"4' - 6"32' - 2 7/8"5' - 5 3/4"2' - 0"21' - 5 1/4"12' - 7 1/2"22' - 8 7/8"11' - 1 5/8"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"5' - 0 21/32" 4' - 0 7/32" 3 11/16"1' - 8" 8' - 8" 8" 17' - 3" 0" 11' - 9" 1' - 4" 17' - 0" 2' - 8 1/4"5"1' - 6 3/4"7' - 0 1/2"6"1' - 6"4 3/4"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4"1/4" / 12"1/4"1/4" / 12"1/4" 1/4" / 12"1/4" / 12"1/4"1/4"1/4"1/4"1/4"1/4"1/4"1/4"1/4" / 12"1/4"1/4"1/4" / 12"1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.1/4" / 12" TYP.4' - 6"EQEQ13' - 9" 13' - 9" 8' - 9" 8' - 8 3/8"4' - 11 1/4"5 3/8"4' - 0 5/8"95°4' - 6 1/2"3" 5"12' - 0"A.4 5' - 0 21/32" 4 1/16" 3' - 11 7/8" 5°11' - 0"12' - 6" 17' - 5" 5' - 2 1/4"2 3/8" 12' - 6 3/4" 11' - 4 1/2" 12' - 7 1/2" 2' - 0 5/8" 30' - 1"8' - 7 3/4"8 7/8"ALL ABOVE GROUND COURTYARD AREAS SHALL DRAIN TO THE PROPOSED SURFACE STORMWATER SYSTEM IN ACCORDANCE WITH THE APPROVED CIVIL, LANDSCAPING AND PLUMBING PLANS. 1 SLAB PLAN LEGEND: STRUCTURAL SLAB OVERFRAMING SLAB (NIC) OVERFRAMING SLAB CONCRETE WALL TYPE VA CONSTRUCTION CMU WALL CONCRETE CURB CONCRETE CURB AT DOOR THRESHOLD SLAB PLAN GENERAL NOTES: 1. REFER TO CIVIL DRAWINGS FOR SITE INFORMATION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STRUCTURAL INFORMATION. 3. REFER TO MEP DRAWINGS FOR ADDITIONAL FLOOR PENETRATIONS NOT SHOWN. 4. CENTERLINE OR FACE OF COLUMNS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 5. CENTERLINE OR FACE OF CONC WALLS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 6. ALL CURB WALLS TO BE C00P0 UNLESS OTHERWISE NOTED. 7.VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 3:09:06 PM LEVEL 3 SOUTH SLAB PLAN AB223S SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 LEVEL 3 ENLARGED SLAB PLAN SOUTH KEY PLAN -LEVEL 1 2'4'8'16'0' 1 11/12/2021 Permit Rev. 1 - Podium 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL 171514131211109 D E E.7 C F 1816 G B.3 19 20 21 B A.6 H E.3 C.5 A B.2 A.8 19.3 F.3 25' - 4" 16' - 4" 29' - 6"27' - 0"29' - 0"29' - 0"29' - 0"28' - 0"29' - 0"27' - 0" 9' - 6" 19' - 6" 15' - 5"17' - 11" 17' - 0" 9' - 0" 11' - 0" 15' - 0" 13' - 0" 27' - 6" 13' - 0" 14' - 6" 16' - 6" 4' - 0" 7' - 0" 10' - 6"17' - 5"TYPE VA CONSTRUCTION TYPE VA CONSTRUCTION 1/4" 1/4"1/4"1/4" / 12"1/4"1/4" / 12"1/4"1/4" / 12"1/4"1/4" / 12"1/4"1/4" / 12"1/4"1/4" / 12"2' - 8" 5' - 9" 10' - 8 5/8" 8' - 10 3/8" 3' - 6 3/8" 12' - 9 5/8" 8' - 9 5/8" 12' - 4 3/4" 0" 8' - 3 5/8" 13' - 9 5/8" 12' - 10 3/4" 0" 3 5/8"1' - 2"20' - 8" 1' - 5 5/8" 5' - 8 3/8" 7' - 2 3/8" 11' - 7 1/2" 10' - 2 1/8" 2' - 5 3/8" 22' - 4 1/4" 4' - 2 3/8" 8' - 8 3/8"1' - 5 5/8"17' - 10" 2' - 10" 1' - 5 5/8" 12' - 10 3/4" 11' - 9 5/8" 10' - 3 5/8" 12' - 4 3/4" 4' - 3 5/8" 6' - 3 3/4" 22' - 8 1/4" 2' - 5" 13' - 0"6" 12' - 2" 12' - 2" 6"1' - 0" 12' - 0" 5' - 11" 6' - 0 5/8" 10' - 7 1/2"3 7/8"9' - 0"2' - 0 5/8"8' - 11 3/8" 3' - 7 3/8" 1' - 0 5/8" 4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"8' - 0"8' - 0"10"4' - 3 3/4"8' - 10 1/4"14' - 1 1/4" 3' - 8 3/4" 11' - 2" 31' - 11" 2' - 6 3/4" 3' - 7 7/8" 22' - 9 3/8"10"5' - 0 1/8"8' - 1 7/8"TO SLAB 380' - 11 3/4"1/4"1/4" / 12"1/4"1/4" / 12"4' - 4 3/8"17' - 11" 14' - 0"11' - 0" 6' - 11" 14' - 0" 3' - 0" 1' - 4"2' - 3"10"5' - 0 1/8"8' - 1 7/8"TO SLAB 380' - 11 3/4" A.4 4"4"18°18°18°1 8 ° 18°1' - 0"12' - 0 3/16"12' - 2" DIM TO FLAT DIM TO POINT CENTERPOINT 4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8"4' - 4 3/8" 3' - 7"20' - 11"31' - 11"8' - 5" 10' - 8 5/8" 12' - 4 3/4" 21' - 7 1/4" 12' - 4 3/4" 22' - 1 1/4" 12' - 10 3/4" 1' - 5 5/8" 20' - 8" 1' - 5 5/8" 12' - 10 3/4" 11' - 7 1/2" 12' - 7 1/2" 22' - 4 1/4" 12' - 10 3/4" 1' - 5 5/8" 20' - 8" 1' - 5 5/8" 12' - 10 3/4" 22' - 1 1/4" 12' - 4 3/4" 10' - 7 3/8" 25' - 1 1/4" 16' - 6" 15' - 5"1' - 0 5/8"12' - 6 3/4"11' - 4 1/2"10' - 7 1/2"11' - 11 5/8"27' - 8"9' - 6" 3' - 0" 316' - 3"60' - 7"SLAB PLAN LEGEND: STRUCTURAL SLAB OVERFRAMING SLAB (NIC) OVERFRAMING SLAB CONCRETE WALL TYPE VA CONSTRUCTION CMU WALL CONCRETE CURB CONCRETE CURB AT DOOR THRESHOLD SLAB PLAN GENERAL NOTES: 1. REFER TO CIVIL DRAWINGS FOR SITE INFORMATION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL STRUCTURAL INFORMATION. 3. REFER TO MEP DRAWINGS FOR ADDITIONAL FLOOR PENETRATIONS NOT SHOWN. 4. CENTERLINE OR FACE OF COLUMNS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 5. CENTERLINE OR FACE OF CONC WALLS ALIGNED TO GRIDLINES AS SHOWN ON PLANS UNLESS OTHERWISE NOTED. 6. ALL CURB WALLS TO BE C00P0 UNLESS OTHERWISE NOTED. 7.VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 3:09:07 PM LEVEL 4 SLAB PLAN AB224 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 LEVEL 4 ENLARGED SLAB PLAN NORTH 2'4'8'16'0' KEY PLAN -LEVEL 3 EAST 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL TA-2 TA-4 TA-7 TA-3 TA-1 TA-2TA-5 TA-6 AB260 1618 17 AB26015 14 13 L305E L304E WOMEN'S RESTROOMS L305E MEN'S RESTROOMS L304E 5' - 3" 2' - 9" 2' - 9"5' - 0"AB260 2 4 3 RESTROOM L112 L112 M10K0 M10K0 AB26010 AB260 7 11 9 68 M10K0 WOMEN'S RESTROOM L203 MEN'S RESTROOM L202 L203 L202 78°2' - 9" 2' - 9" 5' - 3" 5' - 0" 2' - 9" 5' - 3"5' - 0"TA-3 TA-1 TA-2 TA-4 TA-2 TA-3 TA-1TA-7 TA-5 TA-6 TA-4 TA-3 TA-3 TA-4 TA-7 TA-5 TA-7 TA-4 TA-2 TA-3 TA-3 TOILET ACCESSORIES ACCESSIBILITY GENERAL NOTES 1. SEE SHEETS CS044 & CS045 FOR ALLOWABLE MOUNTING HEIGHTS, CLEARANCES AND REACH RANGES AND BLOCKING FOR TOILET ACCESSORIES 2. SEE "I" SERIES SHEETS FOR MANUFACTURER, MODEL NUMBERS, MATERIALS & FINISHES AT TOILET ROOM SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 3:11:53 PM PUBLIC RESTROOMS - AMENITY AB260 Approver 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/8" = 1'-0"2 L112 EAST ELEVATION 3/8" = 1'-0"3 L112 SOUTH ELEVATION 3/8" = 1'-0"4 L112 WEST ELEVATION 3/8" = 1'-0"12 LEVEL 3 ENLARGED FLOOR PLAN NORTH 3/8" = 1'-0"1 LEVEL 1 AMENITY FLOOR PLAN 3/8" = 1'-0"5 LEVEL 2 AMENITY FLOOR PLAN 3/8" = 1'-0"6 L202 NORTH ELEVATION 3/8" = 1'-0"7 L202 EAST ELEVATION 3/8" = 1'-0"8 L202 SOUTH ELEVATION 3/8" = 1'-0"9 L203 EAST ELEVATION 3/8" = 1'-0"10 L203 SOUTH ELEVATION 3/8" = 1'-0"11 L203 WEST ELEVATION 3/8" = 1'-0"13 L304E NORTH ELEVATION 3/8" = 1'-0"14 L304 E EAST ELEVATION 3/8" = 1'-0"15 L304E SOUTH ELEVATION 3/8" = 1'-0"16 L305E NORTH ELEVATION 3/8" = 1'-0"17 L305E EAST ELEVATION 3/8" = 1'-0"18 L305E SOUTH ELEVATION TOILET ACCESSORIES Type Mark Description TA-1 18" Grab Bar TA-2 Grab Bar TA-3 Toilet Tissue Dispenser TA-4 Seat Cover Dispenser TA-5 Paper Towel Dispenser TA-6 Waste Receptacle TA-7 Liquid Soap Dispenser 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 2 AB400 171514131211109876516 3 AB413 4 AB413 4 70' - 0"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"2 AB410 Sim5 AB413 Sim A1A1A1A1A1A4A4A1A1A1A1A1A1A1A1A1 B1B1B1B1E1B1B1D6B1SB1 A1A1A1A1B1 A2A2A2A2A2A5A5A2A2A2A2A2A2A2A2A2B2B2E2B2B2C9B2SB2 A2A2A2A2A2A5A5A2A2A2A2A2A2A2A2B2B2E2B2B2B2 C3C3C3 C9 C8 A2D7B2SC9 C3 A1 A2 A2 A1A1A1A1A1B1B1C8B1SC8 B1B1 B1B1 B2B2B2B2 B2B2B2B2 A1A1A1A1A1B1B1D6B1SC8 A4A1A1A1A1 B1B1E1B1A1B1 A1 C3C3C3 3 / AB300MB-3 MB-1 FCP-1 ? FCP-2 MB-7 FCP-3 ? FCL-2 BR-1 BR-2 CONC-01 FCP-1 FCP-2 MB-1 MB-1 ACM-1 MB-7 MB-1MB-3FCP-1 FCP-1FCP-3FCP-1 FCL-2 FCP-2 BR-2BR-1 CONC-01 A4 1 AB401 18 19 20 6 AB413 7 AB413 2119.3 B1 A1A1A1 A1 A1 B1A1A1 B2 A2A2A2 A2 A2 B2 A2A2A2 A2 A2 C3 C3 C3 A1 A1 A14 / AB3002 / AB300MB-1 ACM-1MB-4FCP-1 MB-1FCP-1 FCP-2FCL-2 BR-2BR-1CONC-01 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" DEE.7 CFG B.3 2 AB402 2 AB410 3 AB410 B A.6 8' - 5 1/2"19' - 5"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"H E.3 C.5 AB.2F.3 A1S A1 B1 A1 A1 A1 A1 A1B1A1B1B1 B1 C8 A2S A2 B2 A2 A2 A2 A2 A2B2A2B2B2 B2 C9 A2S A2 B2 A2 A2 A2 A2 A2B2A2B2B2 B2 C9 A1 A1 A1 A1 A1B1A1B1B1 B1 C8 C3C3C3 C8 C8 C9 C9 C10 A1S A1 B1 A1 A1 A1 A1 A1B1A1B1B1 B1 C82 / AB300ACM-1 FCP-1 MB-3 MB-1 FCP-1FCP-3 MB-2 ACM-1BR-2 CONC-01 BR-1 ACM-1 MB-1 FCL-2 MB-7 FCP-1MB-1 FCP-2 FCP-1 FCL-2 MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-3 FCP-1 ACM-1 BR-2 BR-1 ACM-1 ACM-1 1 AB410 D2D2D2D2D2 D2D2D2D2D2 D5D5D5D5D5 D5D5D5D5D5 C5 C5 C5 C5C53 / AB3001 / AB300MB-1 ACM-2 MB-1 ACM-2 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:53:21 PM BUILDING ELEVATIONS AB300 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"4 EAST ELEVATION - 1 3/32" = 1'-0"3 EAST ELEVATION - 2 3/32" = 1'-0"1 NORTH ELEVATION 3/32" = 1'-0"2 STOREFRONT CORNER ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION Provide a rooftop equipment exhibit that includes cross section details and identify proposed rooftop screening that integral and complementary to the architecture of the building per Condition #16 of the March 14, 2021 major modification decision. Provide color elevations, rendering, and detail sheets of cladding materials to ensure compliance with conditions #3 and #4 of the Aug 19, 2021 minor modification decision. Provide glazing calculation exhibit for all facades to ensure compliance with Condition #2 of the Aug 19, 2021 minor modification decision. MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB401 17 15 14 13 12 1118161920 4 AB410 1 AB411 2 AB411 21 9' - 3"10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"4 AB461 19.3 B1 D6 A1 A1 B1 C3 C3 B1 C3 B1 C3C3 A2 A2 A1 B1A1 A2A2 D1 A1 A1 A1A1 B1S D3 A2 A2 A2A2 B2S D3 A2 A2 A2A2 B2S C1 A1 A1 A1A1 B1S B2 A2A2 A2A2 A2 A2 B2 C3 A2 B2 B2 C1 E4 E4 B1 D6 A1 A1 B1B1B1A1A1 A1A1C1 A1 C8 A1 A1 B1B1B1A1A1 A1A1C1 A2 C9 A2 A2 B2B2B2A2A2 A2A2C2 B2 D7 A2 A2 B2B2B2A2A2 A2A2C2 A1A1 B1 B1 B2 B2 D1 A1 A1 A1A1 B1S C2 C2 C1 C1 C1S 1 / AB301FCP-1 FCP-2 FCP-3 ACM-1 FCL-2 FCP-1 BR-1 BR-2 CONC-01 MB-1 MB-1MB-3 MB-2 FCP-2 FCL-2 MB-7 CONC-01 ACM-1 BR-2 BR-1 MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-2 MB-7 FCP-3 FCL-2 FCP-1 MB-1 CONC-01 FCP-2 FCL-2 MB-1 FCP-2 FCP-1FCP-2 FCP-2 FCP-1 FCL-2 FCP-1FCP-2 MB-7 FCP-1FCP-2 MB-1 FCL-2 FCP-2 MB-1 FCP-2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 2 AB400 1 AB400 11 10 9 8 7 6 5 3 AB411 1 AB412 2 AB412 1423 9' - 3"10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"3 AB412 A2 A1 A1 B1 B1A1A1A1A4A4A1A1A1B1 C3C3 B1 C3 A1A1 D6 A2A2 A2A2 A2B2B2 B2 B2 A2 A2C9A2A2A2 C3 B2 A2 A2 B2 A1 A1 A1 B1 B1A1A1A1A4A1A1A1B1B1A1A1D6A1 A1 A1 B1 A1A1A1A1A4A4A1A1A1B1B1A1A1C8B2A1 A2 A2 B2 A2A2A2A2A5A5A2A2A2B2B2A2A2C9B2A2 A2 A2 B2 A2 A2A5A5A2A2A2B2B2A2A2A2 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 A2 A2 A2 B2 A2 B2 B2 C7 D4D4D4D4D4 C72 / AB301MB-1 FCP-1 FCP-2 MB-2 MB-7 FCP-3 FCL-2 BR-2 BR-1 MB-1 MB-1 CONC-01 MB-1 MB-1 CONC-01FCP-2 FCL-2 FCP-2MB-1 FCL-2 MB-7 MB-3 MB-1 FCP-1 FCP-1MB-2 FCP-1 FCP-2 MB-1FCL-2 FCP-1 BR-2 BR-1 MB-1 FCP-2MB-7 C2 C1 C1 C1 C2 A4 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:53:42 PM BUILDING ELEVATIONS AB301 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"2 WEST ELEVATION 3/32" = 1'-0"1 WEST ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB402 DCB.3 6 AB411 4 AB411 5 AB411 BA.6 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"70' - 0"LEVEL B-PIT 336' -0" C.5AB.2 A1 A2 A2 A1 A2 A1 A2 B1S B1D6 C9B3S A1A1A1B1S B1D6 A1A1A1A1S B1D6 A2A2A2B2S A2C9 A2 B2D7D4D4D4D4D4 C7 C7 MB-3 MB-1 MB-4 MB-1 FCP-1 MB-4 MB-2 FCP-2 MB-7 FCL-2 BR-2 FCP-3 BR-1 ACM-1 CONC-01 FCP-2 FCP-1 MB-2 FCP-1 FCL-2 FCP-3 FCP-3 BR-1 C2 C2 C1 C1 C1 C2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D E E.7 F G 8 AB412 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"5' - 0"70' - 0"LEVEL B-PIT 336' -0" HE.3 4 AB460 F.3 7 AB413 Sim7 AB412 Sim 1 AB413 Sim 2 AB413 Sim A1A1A1C8B1 A2A2A2C9 A2B2 A2C9 B2 A1C8 B1 A2A2 B2S C3 A1A1 A1 A1A1A1C8 B1SB1 C9 C8 D3 C2 D1 D1 B1S D1 D1 D1 C2 D3 MB-1 MB-3 MB-1 MB-2 FCP-1 FCP-2 FCP-3 FCL-2 BR-2 BR-1 ACM-1 CONC-01 MB-1FCP-3 ACM-1 ACM-1BR-1BR-2CONC-01 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB400 6 AB412 5 AB412 4 AB412 1 423 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"A1 A1 A1 A2 A2 B1B1S B2S A1A1A1 A2A2A2 B1 A2 B2B2 A1 A1 A1 B1B1S A1A1A1B1 A1 A1 A1 B1B1S A1A1A1B1 A2 A2 A2 B2B2S A2A2A2B2 A2 A2 A2 B2B2S A2A2A2B2 4 / AB303FCP-2 MB-1 MB-4 MB-3 FCP-1 MB-7 FCL-2 FCP-3 MB-2 BR-2 BR-1 FCP-1 FCP-2 MB-7 MB-4MB-3 FCL-2 ACM-1ACM-1 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D C B.3 2 AB402 5 AB410 6 AB410 B A.6 5 AB461 C.5 AA.8 B1S C3 A1A1 B2 A2S B1S A1C1 B1SA1A1B1SA1C1 A1SA1A1B1SA1C1 B2SA2A2B2SA2C2 B2SA2A2A2A2C2 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"70' - 0"MB-1 MB-1 MB-3 FCP-1 FCP-2 MB-2 FCP-3 FCL-2 BR-2 BR-1 FCL-2 CONC-01 MB-4 FCP-2 MB-7 FCL-2 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:53:58 PM BUILDING ELEVATIONS AB302 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"3 SOUTH ELEVATION 3/32" = 1'-0"1 SOUTH ELEVATION 3/32" = 1'-0"4 EAST COURTYARD ELEVATION 2 3/32" = 1'-0"2 WEST TOWER NORTH ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 17 15 14 13 121816 5 AB414 6 AB414 10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"B1S E1 A1 A1 A4 B1 A1 A1A4 B2S B2S A2 A2 B2 A5B2B2 B2 B2 A2 A2A5 B2S B2S A2 A2 B2 A5B2B2 B2 B2 A2 A2A5 A1 A1 A4 A1 A1A4 B1B1B1B1B1B1S B1S E1 B1B1B1B1B1B1B1S A1A1B1A1A1B1B1 B2 B2 B1B1 A1 A1 A1 A1 A1 A1 A2 A2 A2 A2 A4 E2 E2 B1 1 / AB303A4 ? FCL-2 FCL-2 FCP-1 FCL-2 FCP-3 FCP-1 MB-2 FCP-1MB-3FCP-2FCP-1MB-7 FCP-2MB-4 ?? MB-7FCP-2 MB-4 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 2 AB400 12 11 10 9 8 7 6 5 1 AB414 4 9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"A1 A1 A1 B1 A1 A1A1A1A1 A1C1B1 A2A2A2A2 A2C2B2 A2A2A2A2 A2C2B2 A1A1A1A1 A1 A2 A2 A2 B2 A2 A2 A2 A2 B2 A2 A1 A1 A1 A1 B1 B1 B1 B1 B1 B1 B1 A1A1A1 B1 B1 B2 B2 A1 B2 B2 B1 B1 A1 A1C1B1B1B1A1A1A12 / AB301MB-3 MB-1 FCP-1 MB-2 FCP-3 FCP-2MB-4FCP-2MB-7 FCL-2FCP-1FCL-2FCP-3FCP-1 FCP-1 FCL-2 FCL-2 FCP-1 MB-2 MB-3 B1 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D ECB.3 2 AB402 7 AB414 4 AB414 BA.6 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"E.3C.5AB.2 E1 B1SB1C1A1 A2 C2 A2 B2 C2 A2 C1 C1 A1 B1 B2 B2 C3 E2 B2S B2S E2 B2S B2S B1S E1 B1SB1S A1 A1 B1 A1 A1 B2A2A2 A2 A2 B2A2A2 A2 A2 A1 B1 C1 A1 B1 A1 A1 C1 A1 A1B1 A1 C2 C2 C1 C1 C1 MB-1 MB-3 MB-1 FCP-1 MB-2 FCP-2 MB-7 FCP-3 FCL-2 BR-2 BR-1 ACM-1 CONC-01 FCP-1 FCL-2 ? FCL-2 FCP-1?MB-1 FCP-2 MB-4 MB-7 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 2 AB400 15141312111098765 16 2 AB414 3 AB414 4 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"4 AB461 B1 B1 B1 B1A4A4 A1 A1 B1 A1A1A1B1 A2A2 A1 B1SB1B1B1B1B1A1A1A1A1A1A1A1A1 B1 B1 B1 B1A4 A1 A1 B1 A1A1A1B1A1 B1SB1B1B1B1B1A1A1A1A1A1A1A1A1 B1 B1 B1 B1A4A4 A1 A1 B1 A1A1A1B1A1 B1SB1B1B1B1B1A1A1A1A1A1A1A1 B2 B2 B2 B2A5A5 A2 A2 B2 A2A2A2B2A2 B2SB2B2B2B2B2A2A2A2A2A2A2A2A2 B2 B2 B2 B2A5A5 A2 A2 B2 A2A2A2B2A2 B2SB2B2B2B2B2A2A2A2A2A2A2A2A24 / AB302A4 MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-3 MB-7 FCP-2 FCL-2 FCP-1 FCL-2 MB-7FCP-2MB-4FCP-1MB-3 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:18 PM BUILDING ELEVATIONS - COURTYARD ELEVATIONS AB303 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/32" = 1'-0"2 WEST COURTYARD ELEVATION 1 3/32" = 1'-0"1 WEST COURTYARD ELEVATION 2 3/32" = 1'-0"3 SOUTH COURTYARD ELEVATION 3/32" = 1'-0"4 EAST COURTYARD ELEVATION 1 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 2 AB400 171514131211109876516 3 AB413 4 AB413 4 70' - 0"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"2 AB410 Sim5 AB413 Sim 2 / AB310MB-3 MB-1 FCP-1 MB-2 FCP-2 MB-7 FCP-3 FCP-1 FCL-2 BR-1 BR-2 CONC-01 FCP-1 FCP-2 MB-1 MB-1 ACM-1 MB-7 MB-1MB-3FCP-1 FCP-1FCP-3FCP-1 FCL-2 FCP-2 BR-2BR-1 CONC-01 1 AB401 18 19 20 6 AB413 7 AB413 2119.3 3 / AB3001 / AB3104 / AB310MB-1 ACM-1MB-4FCP-1 MB-1FCP-1 FCP-2FCL-2 BR-2BR-1CONC-01 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" DEE.7 CFG B.3 2 AB402 2 AB410 4 AB410 B A.6HE.3 C.5 AB.2F.3 8' - 5 1/2"19' - 5"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"4 / AB310ACM-1 FCP-1 MB-3 MB-1 FCP-1FCP-3 MB-2 ACM-1BR-2 CONC-01 BR-1 ACM-1 MB-1 FCL-2 MB-7 FCP-1MB-1 FCP-2 FCP-1 FCL-2 MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-3 FCP-1 ACM-1 BR-2 BR-1 ACM-1 ACM-1 A.4 3 AB410 1 AB410 2 / AB3103 / AB310MB-1 ACM-2 MB-1 ACM-2 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:03:53 PM COLORED BUILDING ELEVATIONS AB310 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 EAST ELEVATION - 1 3/32" = 1'-0"2 EAST ELEVATION - 2 3/32" = 1'-0"3 NORTH ELEVATION 3/32" = 1'-0"4 STOREFRONT CORNER ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND 1 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB401 17 15 14 13 12 1118161920 5 AB410 1 AB411 2 AB411 21 4 AB461 19.3 9' - 3"10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"2 / AB311FCP-1 FCP-2 FCP-3 ACM-1 FCL-2 FCP-1 BR-1 BR-2 CONC-01 MB-1 MB-1MB-3 MB-2 FCP-2 ?MB-7 CONC-01 ACM-1 BR-2 BR-1 MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-2 MB-7 FCP-3 FCL-2 FCP-1 MB-1 ?FCP-2 FCL-2 MB-1 FCP-2 FCP-1FCP-2 FCP-2 FCP-1 FCL-2 FCP-1FCP-2 MB-7 FCP-1FCP-2 ACM-1 FCL-2 FCP-2 ACM-1 FCP-28' - 2"2' - 10"8' - 2"2' - 4"3' - 0"MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 2 AB400 1 AB400 11 10 9 8 7 6 5 3 AB411 4 AB411 1 AB412 1423 2 AB412 9' - 3"10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"1 / AB311MB-1 FCP-1 FCP-2 MB-2 MB-7 FCP-3 FCL-2 BR-2 ACM-1 ACM-1 BR-1 ACM-1 ? CONC-01FCP-2 FCL-2 FCP-2ACM-1 FCL-2 MB-7 MB-3 MB-1 FCP-1 FCP-1MB-2 FCP-1 FCP-2 MB-1FCL-2 FCP-1 BR-2 BR-1 ACM-1 FCP-2MB-7 FCP-3 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:04:16 PM COLORED BUILDING ELEVATIONS AB311 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 WEST ELEVATION 3/32" = 1'-0"2 WEST ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND 1 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB402 DCB.3 7 AB411 5 AB411 6 AB411 BA.6 LEVEL B-PIT 336' -0" C.5AB.2 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"70' - 0"MB-3 MB-1 MB-4 MB-1 FCP-1 MB-4 MB-2 FCP-2 MB-7 FCL-2 BR-2 FCP-3 BR-1 ACM-1 FCP-2 FCP-1 MB-2 FCP-1 FCL-2 FCP-3 FCP-3 BR-1 A.4 1 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D E E.7 F G 7 AB412 LEVEL B-PIT 336' -0" HE.3 4 AB460 F.3 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"5' - 0"70' - 0"7 AB413 Sim6 AB412 Sim 1 AB413 Sim 2 AB413 Sim MB-1 MB-3 MB-1 MB-2 FCP-1 FCP-2 FCP-3 FCL-2 BR-2 BR-1 ACM-1 CONC-01 MB-1FCP-3 ACM-1 ACM-1BR-1BR-2CONC-01 8 AB412 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB400 5 AB412 4 AB412 3 AB412 1 423 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"4 / AB313FCP-2 MB-1 MB-4 MB-3 FCP-1 MB-7 FCL-2 FCP-3 MB-2 ACM-1 BR-1 FCP-1 FCP-2 MB-7 MB-4MB-3 FCL-2 ACM-1ACM-1 1 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D C B.3 2 AB402 6 AB410 7 AB410 B A.6 5 AB461 C.5 AA.8 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"70' - 0"MB-1 MB-1 MB-3 FCP-1 FCP-2 MB-2 FCP-3 FCL-2 BR-2 BR-1 FCL-2 CONC-01 MB-4 FCP-2 MB-7 FCL-2 A.4 GENERAL NOTES: 1. SEE SHEETS A730-A732 FOR STOREFRONT ELEVATIONS 2. FLOOR TO FLOOR HEIGHTS MEASURED TO TOP OF GYPCRETE 3. ALL EXPOSED EXTERIOR CONCRETE AND CMU TO BE FINISHED WITH ANTI-GRAFFITI CONCRETE SEALER. 4. THRU-WALL FLASHING LOCATED AT LEVEL 2 AND LEVEL 4 WINDOW HEAD HEIGHT 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:04:35 PM COLORED BUILDING ELEVATIONS AB312 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 SOUTH ELEVATION 3/32" = 1'-0"2 SOUTH ELEVATION 3/32" = 1'-0"3 EAST COURTYARD ELEVATION 2 3/32" = 1'-0"4 WEST TOWER NORTH ELEVATION STN-1 Cultured Stone Cut Course Madrona MB-7 Break Metal PVDF Prepainted Sierra Tan match FCL-2 MB-6 Break Metal PVDF Prepainted Mocha match FCL-1 MB-4 Break Metal PVDF Prepainted Old Town Gray match FCP-2 MB-3 Break Metal SMP Prepainted Stone match FCP-1 MB-2 Break Metal PVDF Prepainted Matte Black match ACM-2 MB-1 Break Metal PVDF Prepainted Dark Bronze match ACM-1 FCP-3 Fiber Cement Panel Smooth Panel Iron Gray FCP-2 Fiber Cement Panel Smooth Panel Gray Slate FCP-1 Fiber Cement Panel Smooth Panel Cobblestone FCL-2 Fiber Cement Plank Lap Siding RusticSeries Lap Caribou Trails Building B only FCL-1 Fiber Cement Plank Lap Siding RusticSeries Lap Aspen Ridge Building A only CONC-01 Concrete Anti-Graffiti Coating BR-2 Brick Running Bond Econ Smooth Ebony grout color - #541 Walnut BR-1 Brick Stacked Bond Econ Smooth Ebony grout color - #541 Walnut ACM-2 Aluminium Composite Material Envelope 2000 Ebony ACM-1 Aluminium Composite Material Envelope 2000 Statuary Bronze Abbreviation: Description: Style: Size: Finish: Color: Notes: EXTERIOR FINISH LEGEND 1 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 17 15 14 13 121816 5 AB414 6 AB414 10' - 6"11' - 0"9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"70' - 0"2 / AB313FCP-1 ?FCL-2 FCP-1 FCL-2 ? ? MB-2 FCP-1MB-3FCP-2FCP-1MB-7 FCP-2MB-4 FCP-2 FCP-2 MB-7FCP-2 MB-4 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 2 AB400 12 11 10 9 8 7 6 5 1 AB414 4 9' - 2 3/4"9' - 1 3/4"9' - 1 3/4"10' - 3 1/4"8' - 5 1/2"1 / AB311MB-3 MB-1 FCP-1 MB-2 FCP-3 FCP-2MB-4FCP-2MB-7 FCL-2 FCP-1FCL-2 ? ? FCP-1 FCL-2 FCL-2 FCP-1 MB-2 MB-3 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D ECB.3 2 AB402 7 AB414 4 AB414 BA.6 E.3C.5AB.2 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"70' - 0"MB-1 MB-3 MB-1 FCP-1 MB-2 FCP-2 MB-7 FCP-3 FCL-2 BR-2 BR-1 ACM-1 CONC-01 FCP-1 FCL-2 MB-4MB-1 FCP-2 MB-4 MB-7 A.4 STN-1 MB-3 FCP-1 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 2 AB400 15141312111098765 16 2 AB414 3 AB414 4 4 AB461 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"4 / AB302MB-4 MB-3 MB-1 FCP-1 MB-2 FCP-3 MB-7 FCP-2 FCL-2 FCP-1 STN-1 MB-7FCP-2MB-4FCP-1MB-3 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:04:55 PM COLORED BUILDING ELEVATIONS - COURTYARD AB313 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3/32" = 1'-0"1 WEST COURTYARD ELEVATION 1 3/32" = 1'-0"2 WEST COURTYARD ELEVATION 2 3/32" = 1'-0"3 SOUTH COURTYARD ELEVATION 3/32" = 1'-0"4 EAST COURTYARD ELEVATION 1 1 1 11/12/2021 Permit Rev. 1 - Podium WEST TOWER BUILDING PERMIT SUBMITTAL MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" COMMERCIAL CORR. D E E.7C F GB.3B 5' - 2"8' - 6"10' - 3"9' - 2"9' - 2"9' - 3"11' - 0"7' - 7"2' - 11"9' - 3"A.6 82' - 2"HE.3C.5AB.2 F.3 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CFS3 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CFQ2 CFL0 CFQ3 CFQ2 CFR2 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CORR. CORR. CORR. CORR.RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CORR. CORR. CORR. CORR. CORR.RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT PARKING PARKING PARKING PARKING PARKING GROUND FLOOR UNIT CFQ2 GROUND FLOOR UNIT EWRS1EWRS1 15% 10% 10% 10' - 0"48' - 4"10' - 0" CFQ3 CFQ3 1' - 0"7' - 3"1' - 0"AB610 8 AB610 9 AB610 8 AB610 2 AB610 9 AB610 7 AB610 7 WRR1 EWRS1 ICLR0 ICLR0 ICLR0 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" DCB.3BA.6 C.5AB.2 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CFR2 CFQ2 RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CFS3 EWFS1 EWFS1 EWFS1 EWFS1 CFR2 RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT DAYCARE MAINTENANCE/OFFICE SWITCH GEAR EWRS1 EWRS1 82' - 2"5' - 2"8' - 6"19' - 5"9' - 2"9' - 3"11' - 0"7' - 7"2' - 11"9' - 3"CORR. CORR. CORR. CORR. CORR. CORR. AB610 9 AB610 8 AB601 16 CFR2 ICLR0 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:24 PM BUILDING SECTIONS AB400 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/8" = 1'-0"2 N-S BUILDING SECTION AT GRID 10 1/8" = 1'-0"1 N-S BUILDING SECTION AT GRID 3 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D E E.7C F GB.3BA.6 HE.3C.5A F.3 ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY ELEV. LOBBY BIKE STORAGE ELEV. CONTROL ROOM RESIDENT STORAGE RESIDENT STORAGE RESIDENT STORAGE RESIDENT STORAGE RESIDENT STORAGE RES. UNIT RES. UNIT RES. UNIT RES. UNIT RES. UNIT RESIDENT STORAGE PARKING PARKING PARKING CFR2 CFQ2 CFL0 CFS3 EWFS1 EWFS1 EWFS1 CFQ2 CFL0 COMMERCIAL PARKINGCFR2 CORR. CORR. CORR. CORR. CORR. CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CFS3 EWFS1 EWFS1 EWFS1 EWFS1 BIKE STORAGE BIKE STORAGE BIKE STORAGE COMMERCIAL GARAGE EXHAUST STAIR 1E CORR. CORR. CORR. UTILITYPARKING LEASING OFFICECFQ2 CFR2 CFS3 EWFS1 EWFS1 EWFS1 EWFS1 CFL0 WORK FROM HOME LOUNGE RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT ELEV 1E ELEV 2E 10' - 0"EWFS1 CFS3 EWFS1 EWFS1 EWFS1 EWFS1 CFR2 CFQ2 CFQ3 CFQ3 EWRS1EWRS1EWRS1 EWRS1 EWRS1EWRS1EWRS1 5' - 2"8' - 6"10' - 3"9' - 2"9' - 2"9' - 3"11' - 0"7' - 7"2' - 11"9' - 3"82' - 2"AB610 9 AB610 3 WRR1 EWRS1EWRS1 AB610 6 AB610 5 AB601 14 RESTROOM RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT CORR. RESTROOM AB610 2 AB601 13 AB610 8 AB601 16 ICLR0 ICLR0 ICLR0 ICLR0 ICLR0 ICLR0 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:28 PM BUILDING SECTIONS AB401 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/8" = 1'-0"1 N-S BUILDING SECTION AT GRID 19 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1110987651423 2 / AB4025' - 2"8' - 6"10' - 3"9' - 2"9' - 2"9' - 3"11' - 0"7' - 7"2' - 11"9' - 3"82' - 2"RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT GROUND FLOOR UNIT GROUND FLOOR UNIT GROUND FLOOR UNIT EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CFR2 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 CFQ2 CFR2 CFQ2 CFL0 PARKING PARKING PARKING DAYCARE CFR2 CFQ2 CFL0 EWRS1 EWRS1 WRR1 AB610 6 AB610 5 AB601 14 AB610 3 AB610 2 AB601 13 SWITCH GEAR ROOM ICLR0 ICLR0 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 171514131211 1816 19 20 2119.3 1 / AB4025' - 2"8' - 6"10' - 3"9' - 2"9' - 2"9' - 3"11' - 0"7' - 7"2' - 11"9' - 3"82' - 2"RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT STAIR 1E CORR. RESIDENTIAL UNIT RESIDENTIAL UNITSTAIR 1E CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT STAIR 1E CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT STAIR 1E CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT STAIR 1E CORR. RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT RESIDENTIAL UNIT EWFS1 EWFS1 EWFS1 EWFS1 CFS3 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 EWFS1 EWFS1 EWFS1 EWFS1 CFS3 EWFS1 CFS3 EWFS1 EWFS1 EWFS1 EWRS1EWRS1 EWRS1 EWRS1 EWRS1 STAIR 1E STAIR 1E STAIR 1E PARKING PARKING PARKING CFR2 CFQ2 CFL0 CFR2 CFQ2 CORR. CORR. CORR. MAIL ROOMPACKAGE ROOM WORK FROM HOME LOUNGE 2.4% 2.4% 55' - 10" 55' - 10"1' - 4"1' - 4"CFR2 CFQ2 CFL0 CFQ2 CFL0 WRR1AB610 6 AB610 5 AB601 14 AB610 3 AB610 2 AB601 13 AB610 9 AB610 8 AB601 16 ICLR0 ICLR0 ICLR0 ICLR0 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:34 PM BUILDING SECTIONS AB402 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/8" = 1'-0"1 E-W BUILDING SECTION AT GRID C - 1 1/8" = 1'-0"2 E-W BUILDING SECTION AT GRID C - 2 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" AB600 10 SIM AB801 3 SIM AB601 1 SIM 5' - 2 3/16"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"21 AB601 8 SIM AB600 1 SIM AB600 3 SIM R-38 MIN 21 R10 INSUL-04 @ PERIMETER FTG @ CONDITIONED SPACE TYP. AB601 8 SIM AB600 21 SIM R-38 MIN A AB600 21 SIM AB600 10 SIM AB600 5 SIM AB600 4 SIM 16 AB600 9 SIM AB600 9 SIM R-10 INSUL-04 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 16 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:38 PM WALL SECTIONS AB410 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 WALL SECTION H / 21 1/4" = 1'-0"2 WALL SECTION 21 / E.7 1/4" = 1'-0"3 WALL SECTION 21 / A.6 1/4" = 1'-0"4 WALL SECTION A / 19.2 1/4" = 1'-0"5 WALL SECTION 16 / A.4 1/4" = 1'-0"6 WALL SECTION 16 / A.7 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" A AB600 9 SIM AB600 9 SIM R-10 MIN TYP.5' - 2 3/16"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"A AB600 9 SIM AB600 9 SIM R-10 MIN TYP A AB601 8 SIM AB601 8 SIM R-10 MIN R-38 MIN LEVEL B-P1 341' -0" 1 AB600 9 SIM AB600 13 SIM AB600 8 SIM R-10 MIN 1 R-10 MIN AB600 5 SIM AB600 9 SIM LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" BLOCK B GRADE PLANE 353' -2 3/16" 1 AB600 10 SIM R-10 MIN AB600 9 SIM AB600 4 SIM 9' - 3"8' - 7"11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:43 PM WALL SECTIONS AB411 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 WALL SECTION A / 14.5 1/4" = 1'-0"2 WALL SECTION A / 11.7 1/4" = 1'-0"3 WALL SECTION A / 8.4 1/4" = 1'-0"4 WALL SECTION 1 / B.1 1/4" = 1'-0"5 WALL SECTION 1 / B.5 1/4" = 1'-0"6 WALL SECTION 1 / A.3 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" A R-10 MIN AB601 8 SIM AB601 8 SIM R-38 MIN 5' - 2 3/16"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"A AB600 9 SIM AB600 4 SIM AB600 9 SIM AB600 4 SIM R-38 MIN A AB601 8 SIM AB601 8 SIM R-10 MIN R-10 MIN 24" R-38 MIN AB600 9 SIM AB600 4 SIM AB600 9 SIM AB600 4 SIM AB600 1 SIM AB600 9 SIM AB600 13 SIM AB600 1 SIM C.5 AB600 9 SIM AB600 4 SIM AB601 8 SIM AB600 1 SIM MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-P1 341' -0" TOP PL. B 418' -0" AB600 5 SIM LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" BLOCK B GRADE PLANE 353' -2 3/16" 4 5 AB427 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:48 PM WALL SECTIONS AB412 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 WALL SECTION A / 7.1 1/4" = 1'-0"2 WALL SECTION A / 2.7 1/4" = 1'-0"3 WALL SECTION A / 5.6 1/4" = 1'-0"4 WALL SECTION C.7 / 2.5 1/4" = 1'-0"5 WALL SECTION C.8 / 1.6 1/4" = 1'-0"6 WALL SECTION C.4 / 1.2 1/4" = 1'-0"7 WALL SECTION 4 / E.3 1/4" = 1'-0"8 WALL SECTION 4 / E NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" AB601 8 SIM R-10 MIN 5' - 2 3/16"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"AB600 5 SIM AB600 4 SIM AB600 1 SIM AB600 3 SIM H AB601 8 SIM AB600 3 SIM R-10 MIN H AB600 5 SIM AB601 8 SIM AB600 3 SIM AB600 1 SIM H AB600 5 SIM AB600 4 SIM AB600 3 SIM R-10 MIN MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" H AB600 5 SIM AB600 4 SIM AB600 3 SIM R-10 MIN 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:53 PM WALL SECTIONS AB413 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 WALL SECTION 4.5 / F.1 1/4" = 1'-0"2 WALL SECTION 4.9 / G.7 1/4" = 1'-0"3 WALL SECTION G.8 / 12.9 1/4" = 1'-0"4 WALL SECTION G.5 / 13.5 1/4" = 1'-0"5 WALL SECTION G.3 / 7.5 1/4" = 1'-0"6 WALL SECTION H / 18.1 1/4" = 1'-0"7 WALL SECTION H / 19.9 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" E 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"C.5E.3E.3 LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" TOP PL. B 418' -0" 18 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:54:57 PM WALL SECTIONS AB414 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 WALL SECTION E / 5.8 1/4" = 1'-0"2 WALL SECTION C.5 / 7.3 1/4" = 1'-0"3 WALL SECTION C.7 / 9.7 1/4" = 1'-0"4 WALL SECTIONS 17.5 / C.8 1/4" = 1'-0"5 WALL SECTION E.5 / 12.9 1/4" = 1'-0"6 WALL SECTION E.3 / 15.2 1/4" = 1'-0"7 WALL SECTION 17.5 / E.1 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP DN UP DN UP UP DN 7 AB421 6 AB421 B.3 3 1' - 0" 0' - 11" MANEUVERING CLEARANCE AT DOOR STANDPIPE LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" 0' - 4"18' - 4"STAIR W4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLRR 4' - 0"R 4 ' - 0 "1' - 0"0' - 2"8' - 6"8' - 8"C00R3 C00R3 C00R3 C00R3 W10P0 L1ST02WAB430 15 7 AB421 6 AB421 B.3 3 1' - 0" 0' - 11" MANEUVERING CLEARANCE AT DOOR STANDPIPE R 4' - 0" R 4' - 0"STAIR W4' - 0 5/8" CLRSTAIR W4' - 0 5/8" CLR0' - 2"8' - 6"8' - 8"LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" 0' - 4"18' - 4" LANDING 5' - 7" 9T @ 11" EA 8' - 3" LANDING 4' - 10" C00R3 C00R3 C00R3 C00R3 W10P0L2ST02WMAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 6 AB421 3 (9)R(9)R(9)R(9)R(9)R(9)R(9)R(9)R(10)R(9)R(9)R(9)R(9)R(9)R18R @ 6.85" EA10' - 3 1/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.15" EA9' - 2 3/4"19R @ 6.95" EA11' - 0"18R @ 7" EA10' - 6"18R @ 6.17" EA9' - 3"1-HR RATED WOOD STAIRAB430 5 AB430 3 AB430 2 AB430 7 AB430 8 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 7 AB421 B.3 LEVEL B-PIT 336' -0" B.2 7 AB421 6 AB421 B.3 3 STANDPIPE 0' - 4"18' - 4"4' - 0 5/8"6' - 6"7' - 4"4' - 10"0' - 2"8' - 6"8' - 8"C00R3 C00R3 C00R3 C00R3 MANEUVERING CLEARANCE AT DOOR R 4' - 0" R 4' - 0"LPST02W7 AB421 6 AB421 B.3 3 MANEUVERING CLEARANCE AT DOOR STANDPIPE STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" 0' - 4"18' - 4"8' - 8"0' - 2"8' - 6"LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" W21P2 W25P2 W25P2 W25P2 R 4' - 0"R 4 ' - 0 "L4ST02W7 AB421 6 AB421 B.3 3 R 4' - 0" R 4' - 0" MANEUVERING CLEARANCE AT DOOR STANDPIPE STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" 0' - 4"18' - 4"0' - 2"8' - 6"8' - 8"W21P2 W25P2 W25P2 W25P2L3ST02W 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:02 PM STAIR SECTIONS & ENLARGED PLANS AB421 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"2 STAIR 2W - LEVEL B1 1/4" = 1'-0"3 STAIR 2W - LEVEL B2 1/4" = 1'-0"7 STAIR 2W SECTION - NORTH/SOUTH 1/4" = 1'-0"6 STAIR 2W SECTION - EAST/WEST 1/4" = 1'-0"1 STAIR 2W - LEVEL P1 1/4" = 1'-0"5 STAIR 2W - LEVEL B4-7 1/4" = 1'-0"4 STAIR 2W - LEVEL B3 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP DN UP UP UP DN UP DN 6 AB422 7 AB422 B.3 LANDING 4' - 7 1/2" 8T @ 11" EA 7' - 4" LANDING 6' - 8 1/2" LANDING 4' - 7 1/2" 6T @ 11" EA 5' - 6" LANDING 8' - 6 1/2" 18' - 8"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLR 4' - 0"R 4' - 0"MANEUVERING CLEARANCE AT DOOR 2' - 4" 6' - 4"8' - 8"W10P0 LPST01W 6 AB422 7 AB422 B.38' - 8"C00R3 C00R3 C00R3 C00R3 C00R3 W10P0 R 4 ' - 0 "R 4' - 0"LANDING 4' - 7 1/2" 8T @ 11" EA 7' - 5 1/4" LANDING 6' - 7 1/4" 18' - 8"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALL2' - 4" 6' - 4" L1ST-01W AB430 15 MANEUVERING CLEARANCE AT DOOR 6 AB422 7 AB422 B.3 2' - 4" 6' - 4" R 4 ' - 0"C00R3 C00R3 C00R3 C00R3 W10P0 MANEUVERING CLEARANCE AT DOOR R 4 ' - 0 " LANDING 4' - 8 3/4" 8T @ 11" EA 7' - 4" LANDING 6' - 7 1/4" 18' - 8"8' - 8"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLL2ST01W6 AB422 7 AB422 B.3 W25P2 W25P2 W21P2 LANDING 4' - 7 3/4" 8T @ 11" EA 7' - 5" MANEUVERING CLEARANCE AT DOOR STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALL2' - 4" 6' - 4"8' - 8"W10P0 L3ST01W6 AB422 7 AB422 B.3 W21P2 W25P2 W25P2W25P2 18' - 8" TO FACE OF GWB 8' - 8"2' - 4" 6' - 4" R 4 ' - 0"R 4' - 0 "LANDING 4' - 7 3/4" 8T @ 11" EA 7' - 5" LANDING 6' - 7 1/4"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLMANEUVERING CLEARANCE AT DOOR W10P0 L4ST01WMAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" 7 AB422 18R @ 7.08" EA9' - 10 3/4"18R @ 6.85" EA10' - 3 1/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.15" EA9' - 2 3/4"18R @ 6.95" EA11' - 0"18R @ 7" EA10' - 6"18R @ 6.17" EA9' - 3"0' - 1 1/2"3' - 0"1-HR RATED WOOD STAIR9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)7(R)9(R)AB430 5 AB430 7 AB430 3 AB430 8 AB430 2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" 6 AB422B.3 B 6 AB422 7 AB422 B.3 STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"1' - 0"4' - 4" TO CL OF WALL2' - 4" 6' - 4"8' - 8"R 4' - 0" R 4' - 0" 18' - 8" TO FACE OF GWB MANEUVERING CLEARANCE AT DOOR W21P2 W25P2 W25P2 W25P2 LANDING 4' - 7 3/4" 8T @ 11" EA 7' - 4 15/16" LANDING 6' - 7 5/16" W10P0 LRST01W11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:08 PM STAIR SECTIONS & ENLARGED PLANS AB422 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 STAIR 1W - LEVEL BP1 1/4" = 1'-0"2 STAIR 1W - LEVEL B1 1/4" = 1'-0"3 STAIR 1W - LEVEL B2 1/4" = 1'-0"4 STAIR 1W - LEVEL B3 1/4" = 1'-0"5 STAIR 1W - LEVEL B4-7 1/4" = 1'-0"6 STAIR 1W - SECTION - NORTH/SOUTH 1/4" = 1'-0"7 STAIR 1W - CROSS SECTION - EAST/WEST 1/4" = 1'-0"8 STAIR 1W - ROOF LEVEL NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP UP UP DN UP DNUP DN 6 AB423 7 AB423 C 19 C.5 R 4' - 0"R 4' - 0"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 4' - 4" TO CL OF WALL LANDING4' - 9"8T @ 11" EA7' - 5"LANDING6' - 6"4' - 10"13' - 10"18' - 8"C00R3 C00R3 C00R3 C00R3 C00R3 2' - 10" 5' - 10" 8' - 8" W10P0 MANEUVERING CLEARANCE AT DOOR LPST01E 24" HIGH CANE RAIL I03G0 I03G0 6 AB423 7 AB423 C 19 C.5 LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"STAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 5/8" CLR 4' - 4" TO CL OF WALL 18' - 8" TO FACE OF GWBC00R3 C00R3 C00R3 C00R3 W10P0 R 4' - 0"R 4' - 0 " 2' - 10" 5' - 10" 8' - 8"L1ST01EAB430 15 MANEUVERING CLEARANCE AT DOOR 6 AB423 7 AB423 C 19 C.5 LANDING6' - 6"8T @ 11" EA7' - 4"LANDING4' - 10"LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"18' - 8" TO FACE OF GWBSTAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 8' - 8"R 4 ' - 0 " MANEUVERING CLEARANCE AT DOOR C00R3 C00R3 C00R3 C00R3 W10P0 L2ST01E 2' - 10" 5' - 10" R 4' - 0" 6 AB423 7 AB423 C 19 W21P2 W25P2 W25P2 W25P2 C.5 LANDING4' - 10"9T @ 11" EA8' - 3"LANDING5' - 7"18' - 8" TO FACE OF GWBSTAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 3/4" CLR 4' - 4" TO CL OF WALL 8' - 8" TO FACE OF GWBR 4' - 0 " R 4' - 0" MANEUVERING CLEARANCE AT DOOR W10P0 LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"L3ST01E 2' - 10" 5' - 10" 6 AB423 7 AB423 C 19 W25P2 W25P2 W25P2 W21P2 C.5 LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"18' - 8" TO FACE OF GWBSTAIR W 4' - 0 5/8" CLR STAIR W 4' - 0 3/4" CLR 4' - 4" TO CL OF WALL LANDING4' - 10"8T @ 11" EA7' - 4"LANDING6' - 6"R 4' - 0 " MANEUVERING CLEARANCE AT DOOR W10P0R 4' - 0 " 8' - 8" TO FACE OF GWB L4ST01E 2' - 10" 5' - 10" MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 7 AB423 C 9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)5' - 0 5/32"C.5 18R @ 7.08" EA9' - 10 3/4"18R @ 6.85" EA10' - 3 1/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.15" EA9' - 2 3/4"18R @ 6.95" EA11' - 0"18R @ 7" EA10' - 6"18R @ 7.06" EA10' - 7"1-HR RATED WOOD STAIRP001 PARKING L202 MEN'S RESTROOM 404E B13.1.C 504E B13.1.C 604E B13.1.C 704E B13.1.C U001 UTILITY L302E CORRIDOR 506E B10.3.C 606E B10.3.C 706E B10.3.C L114 CORRIDOR L206 CORRIDOR 406E B10.3.C L304E RESTROOMS L109 LOBBY/MAIL CORRIDOR AB430 1 AB430 7 AB430 8 AB430 4 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 6 AB423 19 11' - 0"6 AB423 7 AB423 C 19 C.5 R 4' - 0"R 4' - 0 "LANDING6' - 6"8T @ 11" EA7' - 5"LANDING4' - 9"STAIR W 4' - 0 5/8" STAIR W 4' - 0 5/8" 4' - 4" TO CL OF WALL 2' - 9 1/4" 5' - 10 3/4" 8' - 8" TO FACE OF GWB 18' - 8" TO FACE OF GWBW25P2 W25P2 W21P2 W25P2 MANEUVERING CLEARANCE AT DOOR W10P0 LRST01E 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:13 PM STAIR SECTIONS & ENLARGED PLANS AB423 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 STAIR 1E - LEVEL BP1 1/4" = 1'-0"2 STAIR 1E - LEVEL B1 1/4" = 1'-0"3 STAIR 1E - LEVEL B2 1/4" = 1'-0"4 STAIR 1E - LEVEL B3 1/4" = 1'-0"5 STAIR 1E - LEVEL B4-7 1/4" = 1'-0"6 STAIR 1E - SECTION - EAST/WEST 1/4" = 1'-0"7 STAIR 1E - CROSS SECTION - NORTH/WEST 1/4" = 1'-0"8 STAIR 1E - LEVEL TOP PL. B NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP DN UP DN UP DN UP DN UP 6 AB424 7 AB424 8 E.7 F LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10" 18' - 8"8' - 8"0' - 8"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLC00R3 C00R3 C00R3 C00R3 W10P0 R 4' - 0"R 4 ' - 0"LPST02EMANEUVERING CLEARANCE AT DOOR 6 AB424 7 AB424 8 E.7 F LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"R 4' - 0"R 4 ' - 0 "18' - 8" C00R3 C00R3 W10P0 C00R3 C00R3 8' - 8"0' - 8"L1ST02EaL1ST02Eb AB430 15 MANEUVERING CLEARANCE AT DOOR 6 AB424 7 AB424 8 E.7 F 18' - 8"0' - 8"8' - 8"LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLC00R3C00R3 C00R3 C00R3MANEUVERING CLEARANCE AT DOOR W10P0 R 4' - 0"R 4 ' - 0 "L2ST02E6 AB424 7 AB424 8 E.7 F W25P2 W25P2 W25P2 W21P2 8' - 8" TO FACE OF GWB0' - 8"18' - 8" TO FACE OF GWB LANDING 5' - 7" 9T @ 11" EA 8' - 3" LANDING 4' - 10"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CLR OF WALLR 4' - 0" R 4' - 0" W10P0 L3ST02EMANEUVERING CLEARANCE AT DOOR 6 AB424 7 AB424 8 E.7 F 0' - 8"8' - 8" TO FACE OF GWB18' - 8" TO FACE OF GWB W21P2 W25P2 W25P2 W25P2 LANDING 6' - 6" 8T @ 11" EA 7' - 4" LANDING 4' - 10"STAIR W4' - 0 5/8"STAIR W4' - 0 5/8"4' - 4" TO CL OF WALLR 4' - 0" R 4' - 0" W10P0 MANEUVERING CLEARANCE AT DOOR L4ST02EMAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 7 AB4248 18R @ 6.17" EA9' - 3"18R @ 7" EA10' - 6"18R @ 6.95" EA11' - 0"18R @ 6.15" EA9' - 2 3/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.10" EA9' - 1 3/4"18R @ 6.85" EA10' - 3 1/4"1-HR RATED WOOD STAIR730E A1.9.C 630E A1.9.C 530E A1.9.C 430E A1.9.C 330E A1.9.C P202 PARKING P101 PARKING P001 PARKING 728E A1.9.C 629E A1.9.C 528E A1.9.C 428E A1.9.C 328E A1.9.C P202 PARKING S103 STORAGE P001 PARKING 9(R)9(R)9(R)5' - 3"9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)9(R)AB430 5AB430 7 AB430 3 AB430 8 AB430 2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 6 AB424 E.7F 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:19 PM STAIR SECTIONS & ENLARGED PLANS AB424 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 STAIR 2E - LEVEL BP1 1/4" = 1'-0"2 STAIR 2E - LEVEL B1 1/4" = 1'-0"3 STAIR 2E - LEVEL B2 1/4" = 1'-0"4 STAIR 2E - LEVEL B3 1/4" = 1'-0"5 STAIR 2E - LEVEL B4-7 1/4" = 1'-0"6 STAIR 2E - SECTION - NORTH/SOUTH 1/4" = 1'-0"7 STAIR 2E - CROSS SECTION - EAST/WEST NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION UP UP DN DN D 4 5 AB427 4 AB427 STAIR W 4' - 4 1/4" STAIR W 4' - 4 7/8" 4' - 6 5/8" TO CL OF WALL LANDING5' - 7"8T @ 11" EA7' - 4"LANDING4' - 5 1/2"LANDING5' - 7"8T @ 11" EA7' - 4"LANDING4' - 5 1/2"17' - 4 1/2"9' - 1 7/8"R 4' - 0"R 4' - 0"W10L1 C00R3 W21P2 W54P1 W21P2 L1ST01S D 4 5 AB427 4 AB427 R 4' - 0" R 4' - 0" STAIR W 4' - 4 1/4" STAIR W 4' - 4 7/8" 4' - 6 5/8" TO CL OF WALL 9' - 1 7/8"LANDING4' - 8"9T @ 11" EA8' - 3"LANDING4' - 5 1/2"LANDING5' - 7"8T @ 11" EA7' - 4"LANDING4' - 5 1/2"W10L1 C00R3 W21P2 W54P1 W21P2 17' - 4 1/2"D 4 5 AB427 4 AB427 LANDING5' - 7"8T @ 11" EA7' - 4"LANDING4' - 5 1/2"LANDING4' - 5 1/2"9T @ 11" EA8' - 3"LANDING4' - 8"17' - 4 1/2"9' - 1 7/8" STAIR W 4' - 4 1/4" STAIR W 4' - 4 7/8" 4' - 6 5/8" TO CL OF WALL L3ST01S W10L1 W21P2 W54P1 W21P2 W21P2 R 4' - 0"R 4' - 0"MANEUVERING CLEARANCE AT DOOR LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-1 350' -3" BLOCK B GRADE PLANE 353' -2 3/16" D 4 AB427 19R @ 6.94" EA11' - 0"18R @ 7" EA10' - 6"1-HR RATED WOOD STAIR9(R)10(R)9(R)9(R)LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-1 350' -3" BLOCK B GRADE PLANE 353' -2 3/16" 4 5 AB427 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:32 PM MISC STAIR SECTIONS & ENLARGED PLANS AB427 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 STAIR 1S - LEVEL B1 1/4" = 1'-0"2 STAIR 1S - LEVEL B2 1/4" = 1'-0"3 STAIR 1S - LEVEL B3 1/4" = 1'-0"5 STAIR 1S - CROSS SECTION - NORTH/SOUTH 1/4" = 1'-0"4 STAIR 1S - CROSS SECTION - EAST/WEST NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 2' - 10"2' - 6"1' - 10"0' - 8"0' - 4 1/4" 45" UNIT WIDTH (FIELD VERIFY) STAIR HANDRAIL SHOP FABRICATED 1-1/4" STD STEEL PIPE WITH ANGLES. WELD ALL CONNECTIONS AND GRIND SMOOTH. SHOP PRIMER, FIELD PAINT, FINISH TO MATCH HANDRAIL. 3/8" DIA PICKETS PROVIDE WALL MOUNTED RAIL SECTION FULL HEIGHT OF THE GATE FOR GATE STOP, MATERIAL AND FINISH TO MATCH HANDRAIL NO LOCK NO LATCH FLAT PLATE GATE STOP, SHOP WELDED TO GATE, PROVIDE ADHESIVE RUBBER BUMPERS ELEVATION PLAN WALL MOUNTED RAIL SECTION FOR GATE STOP FLAT PLATE GATE STOP STAIR HANDRAIL ABOVE LAST RISER SPRING HINGE STEEL ANGLE, SHOP ATTACHED TO GATE. ATTACH TO CONCRETE WALL WITH (3) 5/8" DIA PRE EMBEDDED ANCHOR BOLTS WITH WASHERS. COORDINATE BOLT PLACEMENT TO AVOID REBAR PROVIDE SIGN WITH 2" TEXT, " NOT AN EXIT". SECURE TO GATE FACE AT LANDING ON LEVEL 1 FROM TOP TREAD NOSING 12" MIN 3' - 0"1' - 0"1' - 0"MATCH TREAD DEPTH 3' - 0"MATCH SLOPE OF STAIR SURFACE MOUNT COVER PLATE FIELD PAINT 1X MDF WALL CAP, PAINT FINISH CAP 42" AFF MIN 11/16" X 2-1/2" MDF APRON, PAINT PER INTERIORS 0' - 0 3/4" 1 1/2" DIA HANDRAIL HANDRAIL BRACKET WALL SURFACEVARIES PROVIDE BLOCKING IN FRAMED WALL FOR HANDRAIL BRACKET, MATCH WALL CONSTRUCTION HANDRAIL BRACKET 36" AFF & TREAD NOSING 0' - 1 1/2" WALL SURFACE NOTES: WHERE NOT CONTINUOUS BETWEEN FLIGHTS HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR ONE TREAD DEPTH BEYOND THE BOTTOM RISER. R 0 ' - 1 1 /4 "0' - 0 1/4"5'-0"AFF4'-6"AFFSTAIR 1 2 FLOOR L-R6 LEVEL 1 EXIT DISCHARGE STAIR NUMBER 1 GRADE 2 BRAILLE0' - 1"18" MINSIGN "A" SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING AT THE INTERIOR OF THE EXIT STAIR ENCLOSURE. THEY SHALL BE LOCATED IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION. SIGN A SIGN B TEXT IS EXAMPLE ONLY. PROVIDE FOR ACTUAL BUILDING SITUATION. ALL TEXT SHALL BE 1" HIGH BLOCK LETTERING WITH 1/4" STROKE AND FLOOR LEVEL DESIGNATION TEXT SHALL BE 5" HIGH BLOCK LETTERING WITH 3/4" STROKE UNLESS NOTED OTHERWISE. BRAILLE FLOOR LEVEL DESIGNATION, PLUS LEVEL AND DIRECTION OF EXIT DISCHARGE, SIGN TO BE MOUNTED SO THAT BASELINE OF BRAILLE CHARACTERS ARE BETWEEN 48" AND 60" AFF STAIR IDENTIFICATION, 1-1/2" TEXT HEIGHT NOTE WHETHER THERE IS ROOF ACCESS FOR FIRE DEPT. AND WHETHER THERE IS A ROOF HATCH FLOOR LEVEL DESIGNATION, 5" TEXT HEIGHT TERMINUS OF THE TOP AND BOTTOM OF STAIR NOTE THE STORY OF AND THE DIRECTION TO THE EXIT DISCHARGE ROOF ACCESS 12" MIN SIGN "B" SHALL BE LOCATED AT EACH FLOOR LEVEL AT THE EXTERIOR OF THE EXIT STAIR ENCLOSURE . THEY SHALL BE LOCATED IN A POSITION WHICH IS READILY VISIBLE WHEN THE DOOR IS IN THE OPEN OR CLOSED POSITION ON THE WALL NEAREST THE DOOR LATCH TO THE REFERENCED STAIR. CONFORM TO IBC 1023.9 (2) LAYERS 5/8" TYPE X GWB FLOORING PER FINISH SCHEDULE GWB FLUSH WITH FACE OF CONCRETE, FIRECAULK JOINT PT CONC SLAB PER STRUCTURAL 2-HR CONC WALL PER STRUCTURAL WALL ASSEMBLY PER PLAN, EXTEND GWB PAST LANDING TO MAINTAIN FIRE RATING FINISH AS SCHEDULED STAIR STRINGER PER STRUCT, NO ATTACHMENTS TO WALL FRAMING WALL BASE FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL BLOCKING FINISH AS SCHEDULED HANGER PER STRUCTURAL FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL BLOCKING FINISH AS SCHEDULED HANGER PER STRUCTURAL FLOOR ASSEMBLY BEAM AND WOOD STRINGER PER STRUCTURAL HANGER PER STRUCTURAL FINISH AS SCHEDULED 4" MINPER PLAN7" MAXPER PLAN 11" MIN 0' - 1" LSL STRINGER PER STRUCT FLOORING PER FINISH SCHEDULE CONC SLAB PER STRUCTURAL (MIN 5" THICK FOR 2-HR RATING) FINISH AS SCHEDULED LEDGER PER STRUCT PER PLAN 11" MIN 0' - 1"4" MINPER PLAN7" MAXLSL STRINGER PER STRUCT FLOORING PER FINISH SCHEDULE PT WOOD BLOCKING, ANCHORED TO SLAB PER STRUCTURAL LEDGER PER STRUCT 3/4" PLYWOOD SHEATHING FINISH AS SCHEDULED WALL ASSEMBLY PER PLAN, EXTEND GWB BEHIND STAIR LANDING TO MAINTAIN FIRE RATING TOPPING SLAB WHERE INDICATED ON PLANS FLOOR ASSEMBLY PER STAIR SECTIONS 0' - 11"0' - 2"2" SOLID WOOD STAINED TO MATCH UNIT FLOORING 1 1/2" x 1 1/2" X 1/2 STEEL PLATE W/ ATTACHMENTS 1 1/2" X 1/2" STEEL BASE & TOP PLATES 0' - 1 1/2"1 HR ENCLOSURE REQUIRED PER IBC 1011.7.3. PROVIDE MIN. 1/2" GYP. AT THE INSIDE FACE OF ALL FRAMING TO PROVIDE RATING PLAN SECTION ELEVATION MAX.0' - 7"0' - 4"2" SOLID WOOD TREAD STAINED TO MATCH UNIT FLOORING 1 1/2" X 1 1/2" X 1/2" STEEL BASE 3/8" X 3/8" STEEL RODS RAIL EQUALLY SPACED FLOOR BASE0' - 11" 0' - 1 1/2" 0' - 5 1/2"2' - 9" 0' - 1 " 1 1/2" X 1/2" STEEL PLATE AT THE TOP AND THE BOTTOM OF RAIL EQUALLY SPACED NOTE: STAIR IS DESIGN BUILD 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:35 PM STAIR DETAILS AB430 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1" = 1'-0"15 EXIT DISCHARGE GATE AT STAIR 1 1/2" = 1'-0"13 FREESTANDING STAIR RAIL 3" = 1'-0"9 STAIR - GUARD - HALF WALL 3" = 1'-0"11 STAIR - STAIR HANDRAILS 1 1/2" = 1'-0"12 STAIR SIGN DETAIL 3" = 1'-0"8 STAIR/SHAFT FLOOR EDGE AT CONCRETE 1 1/2" = 1'-0"6 STAIR - TYPICAL STRINGER AT SHAFT WALL 1 1/2" = 1'-0"4 WOOD STAIR @ FLOOR LANDING BOTTOM 1 1/2" = 1'-0"3 WOOD STAIR @ INTERMEDIATE WOOD LANDING BOTTOM 1 1/2" = 1'-0"5 WOOD STAIR @ INTERMEDIATE WOOD LANDING TOP 1 1/2" = 1'-0"2 WOOD STAIR AT CONCRETE LANDING 1 1/2" = 1'-0"1 WOOD STAIR AT CONCRETE SLAB 3" = 1'-0"7 WOOD STAIR LANDING NO. DATE DESCRIPTION 1" = 1'-0"14 UNIT STAIR DETAILS PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 13 B.3 9 AB440 7 AB440 8 AB440 C00R3C00R3 C00R3 M26L2 M26L2 C00R3 C00R3 C00R3 ELEV 2W EL-02W ELEV 1W EL-01W ELEV LOBBY W L201W M02P0M31P1 VERIFY W/ ELEV. MANUF.7' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF. 9' - 2" CLR SHAFT VERIFY W/ ELEV. MANUF. 6' - 11" CLR SHAFT VERIFY W/ ELEV. MANUF.8' - 8" CLR SHAFT8' - 6" 1' - 10 1/2"6' - 4"2' - 4"2' - 4"5' - 4"M02P0 ELEVATOR 2W TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 ELEVATOR CONTROLS. SEE 2G/CS045 L201W 2 13 B.3 9 AB440 7 AB440 8 AB440 C00R3 C00R3 C00R3 M26L2 M26L2 C00R3 C00R3 C00R3 ELEV 2W EL-02W ELEV LOBBY W L101W ELEV 1W EL-01W I03G0 I03G0 I03G07' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF. 9' - 2" CLR SHAFT VERIFY W/ ELEV. MANUF. 6' - 11" CLR SHAFT VERIFY W/ ELEV. MANUF.8' - 8" CLR SHAFTAB732 15 14 8' - 6" 1' - 10 1/2"6' - 4"2' - 4"M60P0 I03G0 5' - 4"2' - 4"ELEVATOR 2W TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 ELEVATOR CONTROLS. SEE 2G/CS045 L101Wb L101Wa 2 2 13 B.3 9 AB440 7 AB440 8 AB440 ELEVATOR 2W TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 W25P2 W25P2 W25P2 M26L2 M26L2 W25P2 W25P2 W25P2 W17P1 AB732 31 ELEVATOR CONTROLS. SEE 2G/CS045 ELEV 2W EL-02W ELEV LOBBY W L301W ELEV 1W EL-01W VERIFY W/ ELEV. MANUF.7' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF. 9' - 2" CLR SHAFT VERIFY W/ ELEV. MANUF. 6' - 11" CLR SHAFT VERIFY W/ ELEV. MANUF.8' - 8" CLR SHAFT8' - 6" 1' - 10 1/2"6' - 4"2' - 4"2' - 4"5' - 4"L301W 2 13 B.3 9 AB440 7 AB440 8 AB440 ELEV 2W EL-02W ELEV VESTIBULE W L001W ELEV 1W EL-01W C00R3 C00R3 M26L2 M26L2 C00R3 C00R3 C00R3 C00R3 VERIFY W/ ELEV. MANUF.7' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF. 9' - 2" CLR SHAFT VERIFY W/ ELEV. MANUF. 6' - 11" CLR SHAFT VERIFY W/ ELEV. MANUF.8' - 8" CLR SHAFT8' - 6" 1' - 10 1/2"6' - 4"2' - 4"2' - 4"5' - 4"I03G0I03G0 I03G0 I03G0 ELEVATOR 2W TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 ELEVATOR CONTROLS. SEE 2G/CS045 L001W 2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 13 7 AB440 8 AB440 LEVEL B-PIT 336' -0"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"5' - 0"MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" B.3 9 AB440 LEVEL B-PIT 336' -0" B.2 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"9' - 3"MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" B.3 9 AB440 LEVEL B-PIT 336' -0" B.2 PER IBC 2018 3006.2.1 Rated Corridors Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway Opening Protection Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3 and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. 13 B.3 9 AB440 7 AB440 8 AB440 18"x18"x18" SUMP WITH FLUSH MOUNTED STEEL GRATE COVER CLR SHAFT 9' - 2" 8' - 6" 1' - 10 1/2" CLR SHAFT 6' - 11"CLR SHAFT7' - 8"CLR SHAFT8' - 8"1312 B.3 9 AB440 7 AB440 8 AB440 B.2 A.8 ELEV CONTROL U702W ELEV LOBBY W L701WELEV 2W EL-02W ELEV 1W EL-01W 12' - 0 1/2" 2' - 9 1/4"10' - 0"3' - 0"8' - 2" 1' - 9 1/2" W17P1 W17P1 W25P2 W25P2 M26L2 W25P2 W17P1 M26L2 W25P2 W25P2 W25P2 ELEVATOR CONTROLS. SEE 2G/CS045 U702W VERIFY W/ ELEV. MANUF.7' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF. 9' - 2" CLR SHAFT VERIFY W/ ELEV. MANUF. 6' - 11" CLR SHAFT VERIFY W/ ELEV. MANUF.8' - 8" CLR SHAFT6' - 4"2' - 4"2' - 4"5' - 4"W17P1 W17P1 W17Q1 8' - 5" 3' - 7 1/2" 2' - 9 1/4" L701W 2 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:06:45 PM ELEVATOR 1W+2W SECTIONS & ENLARGED PLANS AB440 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1/4" = 1'-0"4 ENLARGED PLAN - ELEVATORS 1W+2W - LEVEL 2 1/4" = 1'-0"3 ENLARGED PLAN - ELEVATORS 1W+2W - LEVEL 1 1/4" = 1'-0"5 ENLARGED PLAN - ELEVATORS 1W+2W - LEVEL 3 (LEVELS 4-7 SIM.) 1/4" = 1'-0"2 ENLARGED PLAN - ELEVATORS 1W+2W - LEVEL P1 1/4" = 1'-0"9 ELEVATORS 1W+2W SECTION - NORTH/SOUTH 1/4" = 1'-0"7 ELEVATOR 1W SECTION - EAST/WEST 1/4" = 1'-0"8 ELEVATOR 2W SECTION - EAST/WEST 1/4" = 1'-0"1 ENLARGED PLAN - ELEVATORS 1W+2W - PIT 1/4" = 1'-0"6 ENLARGED PLAN - ELEVATORS 1W+2W - LEVEL 7 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL D E 19 9 AB441 8 AB441 7 AB441 ELEVATOR 1E TO ACCOMODATE A 40"x84" STRETCHER AND BE INDICATED WITH THE STAR OF LIFE PER RMC 4-5-050.C.5 C00R3 I03G0 M60P0 I03G0 ELEVATOR CONTROLS. SEE 2G/CS045 ELEV 1E EL-01E ELEV VESTIBULE E L001E ELEV 2E EL-02E L001E C00R3 C00R3 C00R3 M26L2 M26L2 C00R3 C00R3 C00R3 VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT 1' - 10" 6' - 3"8 1/2"1' - 9"VERIFY W/ ELEV. MANUF.6' - 11" CLR SHAFT10' - 4 1/2"VERIFY W/ ELEV. MANUF.9' - 2" CLR SHAFTVERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFT 2 D E 19 9 AB441 8 AB441 7 AB441 AB732 30 ELEV 1E EL-01E ELEV LOBBY E L301E ELEV 2E EL-02E ELEVATOR CONTROLS. SEE 2G/CS045 W25P2 W25P2 W25P2 W17P1 M26L2 M26L2 W25P2 W25P2 W25P28 1/2"1' - 9"7' - 1 1/2"10' - 2"9' - 2"VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT 2' - 11 1/4" VERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFTVERIFY W/ ELEV. MANUF.9' - 2" CLR SHAFTVERIFY W/ ELEV. MANUF.6' - 11" CLR. SHAFTL301E 2 D E 19 9 AB441 8 AB441 7 AB441 AB73212 13 11 ELEVATOR CONTROLS. SEE 2G/CS045 ELEV 1E EL-01E ELEV LOBBY E L101E ELEV 2E EL-02E L101Ea L101Eb I03G0 I03G0 C00R3 C00R3 C00R3 M26L2 M26L2 C00R3 C00R3 C00R3 VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT 1' - 10"8 1/2"1' - 9"6' - 11"10' - 4 1/2"9' - 2"VERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFT 2 2 D E 19 9 AB441 8 AB441 7 AB441 ELEV 2E EL-02E ELEV LOBBY E L201E ELEV 1E EL-01E AB732 17 18 19 I03G0 ELEVATOR CONTROLS. SEE 2G/CS045 L201Eb L021Ea I03G0 C00R3 C00R3 C00R3 M26L2 C00R3 C00R3 C00R3 1' - 9"VERIFY W/ ELEV. MANUF.6' - 11" CLR SHAFT10' - 4 1/2"VERIFY W/ ELEV. MANUF.9' - 2" CLR SHAFTVERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFT VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT 1' - 10" 6' - 8" 2' - 10" 6' - 3"8 1/2"M26L2 2 2 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" D E8 AB441 7 AB441 8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"1' - 4"7' - 11"1' - 4"11' - 10"9' - 3"5' - 0"MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 199 AB441 LEVEL B-PIT 336' -0" MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" LEVEL B-P1 341' -0" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 19 9 AB441 LEVEL B-PIT 336' -0"8' - 5 1/2"10' - 3 1/4"9' - 1 3/4"9' - 1 3/4"9' - 2 3/4"11' - 0"10' - 6"1' - 4"7' - 11"1' - 4"3' - 8"11' - 10"9' - 3"0"D E 19 9 AB441 8 AB441 7 AB441 18"x18"x18" SUMP WITH FLUSH MOUNTED STEEL GRATE COVER 1' - 9"VERIFY W/ ELEV. MANUF.6' - 11" CLR SHAFT10' - 4 1/2"VERIFY W/ ELEV. MANUF.9' - 2" CLR SHAFTVERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFT VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT 1' - 10" 5' - 10" 2' - 10" 5' - 10"8 1/2"PER IBC 2018 3006.2.1 Rated Corridors Where corridors are required to be fire-resistance rated in accordance with Section 1020.1, elevator hoistway openings shall be protected in accordance with Section 3006.3. 3006.3 Hoistway Opening Protection Where Section 3006.2 requires protection of the elevator hoistway door opening, the protection shall be provided by one of the following: 2. An enclosed elevator lobby shall be provided at each floor to separate the elevator hoistway shaft enclosure doors from each floor by smoke partitions in accordance with Section 710 where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. In addition, doors protecting openings in the smoke partitions shall comply with Sections 710.5.2.2, 710.5.2.3 and 716.2.6.1. Penetrations of the enclosed elevator lobby by ducts and air transfer openings shall be protected as required for corridors in accordance with Section 717.5.4.1. D E 19 9 AB441 8 AB441 7 AB441 E.3 19.3 ELEV CONTROL U700E ELEV 1E EL-01E ELEV 2E EL-02E ELEV LOBBY E L701E 3' - 6" 6' - 6 1/4" U700E ELEVATOR CONTROLS. SEE 2G/CS045 W17P1 W17P1 W17P1 6"12' - 6"1' - 2 1/4"VERIFY W/ ELEV. MANUF. 7' - 8" CLR SHAFT VERIFY W/ ELEV. MANUF. 8' - 8" CLR SHAFT VERIFY W/ ELEV. MANUF.6' - 11" CLR SHAFTVERIFY W/ ELEV. MANUF.9' - 2" CLR SHAFTW25P2 W25P2 W17P1 W25P2 W25P2 W25P2 M26L2 M26L2 W25P2 L701E 2 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:06:52 PM ELEVATOR 1E+2E SECTIONS & ENLARGED PLANS AB441 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1/4" = 1'-0"2 ENLARGED PLAN - ELEVATORS 1E+2E - LEVEL P1 1/4" = 1'-0"5 ENLARGED PLAN - ELEVATORS 1E+2E - LEVEL 3 (4-6 SIM.) 1/4" = 1'-0"3 ENLARGED PLAN - ELEVATORS 1E+2E - LEVEL 1 1/4" = 1'-0"4 ENLARGED PLAN - ELEVATORS 1E+2E - LEVEL 2 1/4" = 1'-0"9 ELEVATORS 1E+2E SECTION - EAST/WEST 1/4" = 1'-0"8 ELEVATOR 1E SECTION - NORTH/SOUTH 1/4" = 1'-0"7 ELEVATOR 2E SECTION - NORTH/SOUTH 1/4" = 1'-0"1 ENLARGED PLAN - ELEVATORS 1E+2E - PIT 1/4" = 1'-0"6 ENLARGED PLAN - ELEVATORS 1E+2E - LEVEL 7 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL MIN. 0' - 4 1/2" LADDER RUNG W/ SLIP- RESISTANT TREATMENT, TYP SUPPORT WALL/NEAREST OBSTRUCTION SUMP PIT AB450 6 ELEVATOR PIT MIN. 1' - 4"4' - 0"VERIFY W/ ELEVATOR MFR5' - 0"1' - 0"3 AB450 AB450 7 1-1/2" GALVANIZED STEEL GRATE, FLUSH MOUNTED 1' - 6"0' - 1 1/2"1' - 6"0' - 1 1/2" SLIDING ELEVATOR HOISTWAY DOOR GROUT METAL THRESHOLD - ALIGN W/ TOP OF FIN. FLR. (PER MANUF) WELD 3/8" THICK PLATE TO IMBED, AS SPECIFIED BY MANUF SLIDING ELEVATOR HOISTWAY DOOR GROUT METAL THRESHOLD - ALIGN W/ TOP OF FIN. FLR. (PER MANUF) WELD 3/8" THICK PLATE, AS SPECIFIED BY MANUF SEE STRUCTURAL FOR FRAMING AT EDGE OF FLOOR FLOOR ASSEMBLY PER PLANS 2HR RATED SHAFT WALL PER PLANS, EXTENDING TO UNDERSIDD OF SHEATHING 3/8" THICK PLATE, AS SPECIFIED BY MANUF SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS BT 9/28/2021 11:55:49 PM ELEVATOR DETAILS AB450 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1 1/2" = 1'-0"3 ELEVATOR LADDER DETAIL 3/4" = 1'-0"1 ELEVATOR PIT DETAIL 1" = 1'-0"6 ELEVATOR SUMP DETAIL 1 1/2" = 1'-0"7 ELEVATOR THRESHOLD DETAIL @ CONCRETE ELEVATOR NOTES: 1. ELEVATORS UNDER SEPARATE PERMIT AND MUST COMPLY WITH APPLICABLE STATE AND LOCAL CODES, INCLUDING CHAPTER 70.87 RCW AND CHAPTER 296-96 WAC. 2. EACH CONVEYANCE REQUIRES A SEPARATE PERMIT WITH DETAILED INSTALLATION PLANS AND SHALL BE INSTALLED BY A WASHINGTON STATE LICENSED ELEVATOR CONTRACTOR. 3. PLANS TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO FABRIATION AND INSTALLATION OF ANY AND ALL ELEVATOR COMPONENTS. 4. PIPES, DUCTS, CONDUITS AND EQUIPMETN NOT USE FOR THE OPERATION OF THE ELEVATORS ARE PROHIBITED IN HOISTWAYS 5. MAINTAIN ALL REQUIRED WORKING CLEARANCES IN CONTROLLER ROOMS. 6. WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUND WATER. SUMP PUMPS MAY BE INSTALLED FOR FLOOD CONTROL BUT NOT APPROVED TO MAINTAIN A DRY PIT 7. PROVIDE PIT LADDER PER CODE 8. PROVIDE VENTILATION AS REQUIRED BY CODE WHERE APPLICABLE. 9. COMPLY WITH APPLICABLE SEISMIC REQUIREMENTS. 10. ELEVATOR CABS TO BE ACCESSIBLE PER 2018 IBC, FHA GUIDELINES AND 2010 ADA. 11. WALL ASSEMBLIES ARE LISTED ON SHEETS AA010 AND AA011. 12. FLOOR AND CEILING ASSEMBLIES ARE LISTED ON SHEET AA020. 13. ROOF CEILING ASSEMBLIES ARE LISTED ON SHEET AA020. 14. FOR WALL FIREPROFFING DETAILS, REFER TO SHEETS AA610, AA611 AND AA612. 1 1/2" = 1'-0"8 ELEVATOR THRESHOLD DETAIL @ WOOD NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 65 E.7 F 4 E.3 4 AB460 5 AB460 TRASH U102 15' - 11 3/8" 1' - 0" 0' - 5 1/8"25' - 6 7/8" U102a U00Q2 U00Q2 M11P0 M64P0 C00R3 M60P05' - 10"11' - 0"15' - 0"U00Q2 U00Q2 M60P0 U102c U102b 6 E.7 F 4 AB460 5 AB460 M20P2 C00R3 M26L2 M20P2 1' - 5 1/2"9' - 6 1/2"0' - 3 3/4"3' - 2 1/4" NO RESIDENT ACCESS TO TRASH CHUTES ON L2 W21L2 6 E.7 F 4 AB460 5 AB460 U306E TRASH E U306E W25P2 W21P2 W21P2W21P2 W21P2 M26L2 W21P2 W21L2 1' - 0"9' - 8 1/2"0' - 3 1/2"3' - 3" 0' - 5" 6' - 0" TRASH CHUTE SEE 2A/CS045. PROVIDE 90 MIN. RATED HOPPER DOOR AT TRASH CHUTE OPENING. PER IBC 2018 713.13.3 Chute Access Rooms • Access openings for waste or linen chutes shall be located in rooms or compartments enclosed by not less than 1- hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. The room or compartment shall be configured to allow the access door to the room or compartment to close and latch with the access panel to the refuse or laundry chute in any position. • 713.13.4 Chute discharge room. • Waste or linen chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating of the shaft enclosure and constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the discharge room from the remainder of the building shall be protected by opening protectives having a fire-protection rating equal to the protection required for the shaft enclosure. Through penetrations of piping and conduit not necessary for the purpose of the chute discharge room are permitted as long as they are protected in accordance with Section 714 and do not impact the operation of the trash collection system. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. Waste chutes shall not terminate in an incinerator room. Waste and linen rooms that are not provided with chutes need only comply with Table 509. 713.13.7 Chute venting and roof termination.The full diameter of waste and linen chutes shall extend a minimum of 3 feet (0.92 m) above the building roof and be gravity vented in accordance with International Mechanical Code Section 515. Exceptions: 1. Where mechanically ventilated in accordance with International Mechanical Code Section 515 the full diameter of the chute shall extend through the roof a minimum of 3 feet (0.92 m) and terminate at a blast cap. The mechanical exhaust connection shall tap into the side of the blast cap extension above the roof. 2. Where the trash chute does not extend to the upper floor of the building below the roof the trash chute shall be permitted to gravity vent to a sidewall louver termination. The horizontal extension of the trash chute shall be the full diameter of the chute and shall be enclosed in rated construction equal to the rating of the shaft enclosure. Where the chute is mechanically ventilated in accordance with International Mechanical 3. Code Section 515 the blast cap shall terminate behind the louver and the exhaust fan and duct connection will be enclosed in the rated shaft. MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 6 5 AB460 PARKING P202 TRASH U206E TRASH U102 STORAGE S104 TRASH E U306E TRASH U406E TRASH U506E TRASH U606E TRASH U706E B10.1.C 734E B10.1.C 634E B10.1.C 534E B10.1.C 434E CORRIDOR L302E PARKING P202 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" E.7F 4 AB460 TRASH U206E PARKING P202 TRASH E U306E B10.4.C 334E B10.1.C 434E B10.1.C 534E B10.1.C 634E B10.1.C 734ETRASH U706E TRASH U606E TRASH U506E TRASH U406E CORRIDOR L702E CORRIDOR L602E CORRIDOR L502E CORRIDOR L402E CORRIDOR L302E PARKING P202 TRASH U102 PARKING P101 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:53 PM TRASH CHUTE SECTIONS & ENLARGED PLANS AB460 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 TRASH CHUTE EAST - LEVEL 1 FLOOR PLAN 1/4" = 1'-0"2 TRASH CHUTE EAST - LEVEL 2 FLOOR PLAN 1/4" = 1'-0"3 TRASH CHUTE EAST - LEVEL 3 FLOOR PLAN 1/4" = 1'-0"4 TRASH CHUTE EAST SECTION - NORTH/SOUTH 1/4" = 1'-0"5 TRASH CHUTE EAST SECTION - EAST/WEST NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION 14 C B.3 TRASH U101 TRASH COMPACTOR A.8 10' - 2"2' - 10"3' - 2"6' - 4"3' - 4" 15' - 11 1/2" 0' - 1"2' - 4 3/4" U00Q2 U00Q2 U00Q2 U00Q2 U00Q2 10' - 2"2' - 10"3' - 2"6' - 4"6' - 0" 9' - 11 1/2" U101 I03G0 M60P0 C00R3 I03G0 C00R3 C00R3 19' - 4 1/2"2' - 4 3/4" 14 B.3 TRASH CHUTE SEE 2A/CS045. PROVIDE 90 MIN. RATED HOPPER DOOR AT TRASH CHUTE OPENING. TRASH U201W W21P2 M26L2 W21L2 M21P2 M21P2 C00R3 C00R3 A.8 U201W 2' - 8"3' - 7"2' - 9"6' - 0" 2' - 0" 7' - 4 1/4" 4' - 0 1/4" 14 B.3 TRASH CHUTE SEE 2A/CS045. PROVIDE 90 MIN. RATED HOPPER DOOR AT TRASH CHUTE OPENING. TRASH W U301W U301W 3' - 0"3' - 4"3' - 1 1/4"2' - 2" 7' - 2 1/4" 4' - 5 3/4" W17P1 W17P1 W17P1 W21P2 W21P2 M26L2 W21L2 W21P2 PER IBC 2018 713.13.3 Chute Access Rooms • Access openings for waste or linen chutes shall be located in rooms or compartments enclosed by not less than 1- hour fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the access rooms shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. The room or compartment shall be configured to allow the access door to the room or compartment to close and latch with the access panel to the refuse or laundry chute in any position. • 713.13.4 Chute discharge room. • Waste or linen chutes shall discharge into an enclosed room separated by fire barriers with a fire-resistance rating not less than the required fire rating of the shaft enclosure and constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both. Openings into the discharge room from the remainder of the building shall be protected by opening protectives having a fire-protection rating equal to the protection required for the shaft enclosure. Through penetrations of piping and conduit not necessary for the purpose of the chute discharge room are permitted as long as they are protected in accordance with Section 714 and do not impact the operation of the trash collection system. Doors shall be self- or automatic-closing upon the detection of smoke in accordance with Section 716.2.6.6. Waste chutes shall not terminate in an incinerator room. Waste and linen rooms that are not provided with chutes need only comply with Table 509. 713.13.7 Chute venting and roof termination.The full diameter of waste and linen chutes shall extend a minimum of 3 feet (0.92 m) above the building roof and be gravity vented in accordance with International Mechanical Code Section 515. Exceptions: 1. Where mechanically ventilated in accordance with International Mechanical Code Section 515 the full diameter of the chute shall extend through the roof a minimum of 3 feet (0.92 m) and terminate at a blast cap. The mechanical exhaust connection shall tap into the side of the blast cap extension above the roof. 2. Where the trash chute does not extend to the upper floor of the building below the roof the trash chute shall be permitted to gravity vent to a sidewall louver termination. The horizontal extension of the trash chute shall be the full diameter of the chute and shall be enclosed in rated construction equal to the rating of the shaft enclosure. Where the chute is mechanically ventilated in accordance with International Mechanical 3. Code Section 515 the blast cap shall terminate behind the louver and the exhaust fan and duct connection will be enclosed in the rated shaft. MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" C B.3 9 AB440 TRASH W U301W TRASH U201W TRASH U101 TRASH W U501W TRASH W U601W TRASH U701W B1.5.C 704W B1.5.C 604W B1.5.C 504W B1.5.C 304W GB6.1.N L2 103-L2 CORRIDOR L113 A.8 MAX. BUILDING HEIGHT 423' -2 3/16" LEVEL B-2 360' -9" LEVEL B-3 371' -9" LEVEL B-4 380' -11 3/4" LEVEL B-5 390' -1 1/2" LEVEL B-6 399' -3 1/4" LEVEL B-7 409' -6 1/2" LEVEL B-1 350' -3" TOP PL. B 418' -0" BLOCK B GRADE PLANE 353' -2 3/16" 14 TRASH U101 TRASH U201W EQUIPMENT U202 CORRIDOR L302W CORRIDOR L302W TRASH W U301W TRASH W U501W B1.5.C 504W B1.5.C 604W TRASH W U601W TRASH U701W B1.5.C 704W 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:55:57 PM TRASH CHUTE SECTIONS & ENLARGED PLANS AB461 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 1/4" = 1'-0"1 TRASH CHUTE WEST - LEVEL 1 FLOOR PLAN 1/4" = 1'-0"2 TRASH CHUTE WEST - LEVEL 2 FLOOR PLAN 1/4" = 1'-0"3 TRASH CHUTE WEST - LEVEL 3 FLOOR PLAN 1/4" = 1'-0"4 TRASH CHUTE WEST SECTION - EAST/WEST 1/4" = 1'-0"5 TRASH CHUTE WEST SECTION - NORTH/SOUTH NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION CONFIRM BACKSPLASH HEIGHT TO AVOID CUT TILES FILLER STRIP BETWEEN CABINETS AND SOFFIT ABOVE TYPICAL UPPER CABINET LAYOUT: TYPE - A UNITS 1. SPACE CABINETS IN EQUAL DIVISIONS 2. PROVIDE (2) ADJ SHELVES AT EACH CABINET. 3. 12" DEEP CABINETS OF MFR'S STANDARD. 4. BACKSPLASH HEIGHT APPROX 18" AT TYPE A UNITS. VERIFY TO AVOID CUT TILES.APPROX 7'-9" 2' - 10" TYPE A1' - 11" TYPE A3' - 0"A2.TO SINK RIM OR TO COUNTER, WHICHEVER IS HIGHER24" MAX OUTLET/SWITCH CONCEAL MICROWAVE VENT IN CABINET TO MATCH CABINET INT 30" TYP TYP18"30" RANGE: TYPE - B UNITS RANGE W/ MICROWAVE & CABINET UPPER HOUSING RANGE HOOD. PROVIDE MELAMINE SHROUD IN UPPER CABINET AT DUCT. PROVIDE CLEARANCES PER 10/AB550 B. MICRO HOOD CONCEAL HOOD VENT IN CABINET TO MATCH CABINET INT 30" TYP 30" ADA RANGE: TYPE - A UNITS: CONTROLS ON FRONT PANEL W/ CABINET UPPER HOUSING RANGE HOOD. PROVIDE MELAMINE SHROUD IN UPPER CAB AT DUCT. PROVIDE CLEARANCES PER 10/AB550 C. RANGE HOOD 7' - 9"46" MAXRANGE HOOD WALL SWITCH FULL HT FINISHED PANEL, 24" DEEP 24" DEEP 33" TYP REFRIGERATOR - TYPE B UNITS: TOP FREEZER REFRIGERATOR REFER TO MFR SPEC FOR CLEARANCES21" TYP7' - 9"D. FULL HT FINISHED PANEL, 24" DEEP21" TYP24" DEEP 33" TYP 54" MAX AFFREFRIGERATOR - TYPE A UNITS: TOP FREEZER REFRIGERATOR REFER TO MFR SPEC FOR CLEARANCES. PROVIDE FULL HEIGHT FINISH PANEL AT EXPOSED SIDE. COMBO FRIDGE/FREEZER TO HAVE MIN 50% OF FREEZER STORAGE AT 54" MAX AFF PROVIDE CLEARANCE SPACE PER 9/AB550 AND 13/AB550 7' - 9"E. PANTRY CABINETS: FULL HEIGHT PANTRY. FRAME AND DOORS BY CASEWORK MFR. ON STUD WALLS TO BE FLUSH W/ ADJACENT CABINETRY. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. PROVIDE 3 ADJUSTABLE FINISHED SHELVES. REFER TO PLANS FOR WIDTH F.7' - 3"NARROW BASE: NO SHELF G. 0' - 9" BASE CABINETS: DRAWER AND DOORS. ADJUSTABLE SHELF. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. REFER TO UNIT PLANS. PROVIDE 24" DEEP KITCHEN BASE CAB, TYP UNO H.TRASH DRAWER I. WALL WHERE OCCURS FILLER AS REQ DRAWER BASE: FOUR DRAWERS. PROVIDE FILLER TO WALL TO ALLOW CLEAR OPERATION 4 DWRSJ.DISHWASHER: PROVIDE FINISHED END PANEL WHERE DW LOCATION IS AT END OF COUNTER, TYP SEE 6/AB550 FOR CLEAR FLOOR SPACE K.TYPE B UNIT - KITCHEN SINK BASE: DRAWER BLANK AND DOORS. CENTER SINK W/ IN BASE L.TYPE A UNIT - ACCESSIBLE SINK BASE: FIXED SINK SKIRT. REMOVABLE LOWER CABINET. CENTER SINK IN CABINET. USE W/ ADA SINK NOT DEEPER THAN 6 1/2". FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. IMPORTANT: SINK DRAIN AND GARBAGE DISPOSAL TO ALLOW FOR KNEE AND TOE CLR PER 2/CS042 WHEN CAB. IS REMOVED 30" MIN CLR M.TYPE A UNIT ACCESSIBLE WORK SURFACE: 30" COUNTER SPACE AT 34" MAX AFF W/ KNEE AND TOE CLR PER 1003.12.3 FINISHED PANELS INSIDE, FINISHED AND PAINTED GWB BEYOND. REMOVABLE LOWER CABINET. PROVIDE FINISHED END PANELS WHEN LOCATED AT END OF COUNTER. FLOOR FINISH TO CONTINUE UNDER WORK SURFACE WHEN CAB. IS REMOVED 30" MIN CLR N.34" MAXHOLD WING WALL 6" SHORT FOR FULL FRIDGE DOOR SWING REFRIGERATOR WING WALL: 6"P. FILLER PER INT 30"X48" CLEAR FLOOR SPACE FORWARD APPROACH, NOT OBSTRUCTED BY DOOR IN THE OPEN POSITION 2' - 0" 30"X48" CLEAR FLOOR SPACE, PARALLEL APPROACH, NOT OBSTRUCTED BY DOOR IN THE OPEN POSITION DISHWASHER DOOR, OPEN POSITION TYPE A UNITS, 30"X48" CLEAR FLOOR SPACE USING A PARALLEL APPROACH PARALLEL APPROACH 24" MAX OFFSET TYPE B UNITS, 30"X48" CLEAR FLOOR SPACE USING A PARALLEL OR FORWARD APPROACH 16" 15" 16"x6"x1/4" STL PLATE @ 4' OC, MIN 2 PER INSTANCE. COUNTERSINK WIDTH OF PLATE INTO STUD WALL COUNTERTOP FASTENER (COUNTERSINK) 5/8" GYP BOARD 2x4 STUD WALL (2x6 AT PLUMBING) SECTION PLAN6"16" 15" DEPRESS HATCHED AREA 1/4" INTO STUD WALL TO FLUSH OUT STEEL BRACKET FASTENER (COUNTERSINK) 5/8" GYP BOARD 2x4 STUD WALL (2x6 AT PLUMBING)EDGE OF COUNTERTOP30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH TO OUTLET FACE OF FINISH (CONTR TO VERIFY MATERIAL THICKNESS) IMPORTANT: ALL UNITS ELECTRICAL OUTLETS ON WALLS OVER CABINETS MUST BE 36" FROM CORNER, MIN APPLIANCE PROJECTING BEYOND FACE OF COUNTERTOP (WHERE OCCURS)36" MIN12" MINRELOCATE CL OF OUTLET, 12" MIN FROM FACE OF PROTRUDING APPLIANCE 30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH TO OUTLET IMPORTANT: ALL UNITS ELECTRICAL OUTLETS ON WALLS OVER CABINETS MUST BE 36" FROM CORNER, MIN NONCOMPLIANT CONDITION: APPLIANCE PROTRUDES INTO CLR FLR SPACE SERVING OUTLET LOCATION 36" MIN FROM CORNER12" MIN36" MINIMUMFACE OF FINISH (CONTR TO VERIFY MATERIAL THICKNESS) OVEN DOOR, OPEN POSITION 30"X48" CLR FLR SPACE FOR COOKTOP PARALLEL APPROACH 30"X48" CLR FLR SPACE FOR OVEN NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION TYPE A & B UNITS, 30"X48" CLEAR FLOOR SPACE PARALLEL APPROACH, CENTERED ON APPLIANCE. OUTSIDE FREEZER DRAWER IN OPEN POSITION. CONFIRM DIMENSION WITH APPLIANCE SPEC PARALLEL APPROACH 24" MAX OFFSET ACCESSIBLE FAUCET WRAP SUPPLY DRAIN AND PIPES WITH INSULATION HATCH SHOWS ALLOWABLE EQUIPMENT AREA REMOVABLE BOTTOM SHELF W/ ATTACHED TOE KICK TO BE REMOVED WHEN WHEEL- CHAIR ACCESSIBILITY IS REQUIRED FINISH FLOOR BELOW CABINET REMOVABLE BASE CABINET AND DOORS COUNTERTOP AND BACKSPLASH PER SPEC KNEE CLEARANCE 9" MIN6" MAX11" MIN27" MINTO CONTROL 17" MAX 8" MIN 34" AFF MAX TO SINKACCESSIBLE SINK6 1/2" MAX30"X48" CLR FLR SPACE PARALLEL APPROACH36" MAX15" MIN24" MAX 30"X48" CLR FLR SPACE FORWARD OR PARALLEL APPROACH W D 30"X48" CLR FLR SPACE PARALLEL APPROACH NOTE: DOORS, LINT SCREENS, DETERGENT & BLEACH COMPARTMENTS, ETC, SHALL MEET OPERABLE PARTS REQUIREMENTS TYPE B -FRONT LOADING TYPE A -FRONT LOADINGTYPE A -FRONT LOADING CONFIRM BACKSPLASH HEIGHT TO AVOID CUT TILES FILLER STRIP BETWEEN CABINETS AND SOFFIT ABOVE TYPICAL UPPER CABINET LAYOUT: TYPE - B UNITS 1. SPACE CABINETS IN EQUAL DIVISIONS 2. PROVIDE (2) ADJ SHELVES AT EACH CABINET. 3. 12" DEEP CABINETS OF MFR'S STANDARD. 4. BACKSPLASH HEIGHT APPROX 18" AT TYPE B UNITS. VERIFY TO AVOID CUT TILES.3' - 0" TYPE B1' - 9" TYPE B3' - 0"APPROX 7'-9"A1.TO SINK RIM OR TO COUNTER, WHICHEVER IS HIGHER25" MAX OUTLET/SWITCH 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:01 PM TYPICAL UNIT COMPONENTS - KITCHEN AB550 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 19 TYPICAL UNIT KITCHEN COMPONENTS 6 UNIT DISHWASHER CLEARANCES ICC A117.1-2009 SECTION 1003.12.5.3 9 UNIT REFRIGERATOR CLEARANCE - TYPE A & B ICC A117.1-2009 SECTION 1003.12.5.6 & 1004.12.2.517COUNTERTOP BRACKET 1 TYPICAL UNIT KITCHEN CORNER OUTLETS CLEARANCE FHADM PAGE 5.85TYPICAL UNIT KITCHEN CORNER OUTLETS CLEARANCE - ALT FHADM PAGE 5.8 10 UNIT KITCHEN RANGE CLEARANCE ICC A117.1-2009 SECTION 1003.12.5.4-5 & 1004.12.2.3-4 13 UNIT FREEZER DRAWER CLEARANCE - TYPE A & B ICC A117.1-2009 SECTION 1003.12.5.6 & 1004.12.5.6 2 KNEE & TOE CLEARANCES ICC A117.1-2009 SECTION 30618TYPICAL UNIT - LAUNDRY - FRONT LOADING ICC A117.1-2009 SECTION 611 & 1004.10 1003 TYPE A UNITS 1003.1 General. Type A units shall comply with Section 1003. 1003.2 Primary entrance. The accessible primary entrance shall be on an accessible route from public and common. The primary entrance shall not be to a bedroom unless it is the only entrance. 1003.3 Accessible route. Accessible routs within Type A units comply with Section 1003.3 1003.3.1 Location. At least one accessible route shall connect all spaces and elements that are a part of the unit. Accessible routes shall coincide with or be located in the same area as general circulation path. Exception:An accessible route is not required to unfinished attics and unfinished basements that are part of the unit. 1003.3.2 Turning space. All rooms served by an accessible route shall provide a turning space complying with Section 304. Exception: 1. A turning space is not required in toilet rooms and bathrooms that are not required to comply with Section 1003.11.2. 2. A turning space is not required within closets or pantries that are 48 inches (1220 mm) maximum in depth. 1003.12.5.1 Operable Parts All appliance controls shall comply with Section 1003.9 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION PROVIDE BLOCKING FOR FUTURE GRAB BARS NOTES: 1. IN A TYPE "B" UNIT, WHERE FIXTURES ARE LOCATED ON BOTH SIDES OF THE WATER CLOSET, A SWING-UP GRAB BAR SHALL BE PERMITTED. THE SWING-UP BAR SHALL BE INSTALLED ON THE SIDE OF THE WATER CLOSET WITH 18" CLEARANCE. 2. TOWEL BARS AND OTHER COMPONENTS WHICH OBSTRUCT GRAB BAR REPLACEMENT; SWING UP/DROP DOWN GRAB BARS MAY ONLY BE PROVIDED ON SIDE OF TOILET OPPOSITE TO APPROACH.28" MINMIN 18" MIN 18" 15 3/4"15 3/4" MIN 30"X48" CLEAR FLOOR SPACE USING A SIDE APPROACH AT TYPE B LC OF FIXTURE DB - DRAWER BASE: THREE DRAWERS IF DB EXISTS, LINE OF WALL WHERE OCCURS IF NO DB EXISTS, LINE OF BASEBOARD WHERE OCCURS SB - SINK BASE BATHROOM: FIXED SINK SKIRT. REMOVABLE LOWER CABINET. FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. CENTER SINK W/IN BASEMAX24"30" TYP UNO PER PLAN VARIES PER PLAN EQ TYP SINK BASIN 30" PER PLAN EQ 34" AFF MAX SINK RIM44" RECOMMENDED46" MAX TO ELEC OUTLET/SWITCH27" AFF24" MIN TO SIDE OBSTRUCTION 1' - 3" MIN. TYP. ACCESSIBLE FAUCET WRAP SUPPLY DRAIN, PIPES AND ANY SHARP OR ABRASIVE SURFACES WITH INSULATION HATCH SHOWS ALLOWABLE EQUIPMENT AREA REMOVABLE BOTTOM SHELF W/ ATTACHED TOE KICK TO BE REMOVED WHEN WHEEL- CHAIR ACCESSIBILITY IS REQUIRED FINISH FLOOR BELOW CABINET REMOVABLE BASE CABINET AND DOORS COUNTERTOP AND BACKSPLASH PER SPEC KNEE AND TOE CLEARANCE 9" MIN6" MAX11" MIN27" MINTO CONTROL 17" MAX 8" MIN 34" AFF MAX TO SINKACCESSIBLE SINK6 1/2" MAXSHOWER CURTAIN ROD PAINTED GWB SHOWER HEAD LINE OF SURROUND BLOCKING FOR GRAB BARS TEMP AND PRESSURE VALVE BATHTUB NOTES: 1. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB 2. BATHTUBS SHALL DELIVER WATER THAT IS 120°F (49°C) MAX 3. VERIFY W/ MFR FOR ROUGH-IN DIMENSIONS 4. AN L-SHAPED CONTINUOUS GRAB BAR OF EQUIVALENT DIMENSIONS & POSITIONING SHALL BE PERMITTED TO SERVE THE FUNCTION OF SEPARATE VERTICAL & HORIZONTAL GRAB BARS 5. NO LEDGES ON BATHTUBS 6. LOCATE BATH CONTROLS AS NOT TO INTERFERE WITH REINFORCEMENT 7. REMOVABLE COUNTERTOPS AND CABINETRY ONLY ARE PERMITTED IN CLEAR FLOOR SPACE. FINISH SURROUNDING WALL AND FLOOR. 8. PROVIDE BLOCKING FOR GRAB BARS AT NOT ACCESSIBLE BATHS IN SINGLE STORY UNITS4' - 6"6' - 2"6" MAX38" MIN30" MIN 30" PER SPEC 12" MIN 24" MAX24" MIN12" MAX24" MIN FO TUB TO VERT BAR 4" MAX MAX 6" MIN 48" MAX 6"33" - 36"BLOCKING FOR FUTURE GRAB BARS A HAND SHOWER WITH A HOSE 59" MIN IN LENGTH, THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD & AS A HAND SHOWER, SHALL BE PROVIDED. THE HAND SHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVE SHUTOFF FEATURE. AN ADJUSTABLE- HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS. CONTROLS, OTHER THAN DRAIN STOPPERS, SHALL BE PROVIDED ON AN END WALL, LOCATED BETWEEN THE BATHTUB RIM & GRAB BAR & BETWEEN THE OPEN SIDE OF THE BATHTUB & THE MIDPOINT OF THE WIDTH OF THE BATHTUB. CONTROLS SHALL COMPLY WITH OPERABLE PARTS REQUIREMENTS CONTROL END BATHTUB PAINTED GWB NOTES: 1. ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS OR TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE BATHTUB. 2. BATHTUBS SHALL DELIVER WATER THAT IS 120°F (49°C) MAX 3. VERIFY W/ MFR FOR ROUGH-IN DIMENSIONS 4. AN L-SHAPED CONTINUOUS GRAB BAR OF EQUIVALENT DIMENSIONS & POSITIONING SHALL BE PERMITTED TO SERVE THE FUNCTION OF SEPARATE VERTICAL & HORIZONTAL GRAB BARS. 5. NO LEDGES ON BATHTUBS 6. LOCATE BATH CONTROLS AS NOT TO INTERFERE WITH REINFORCEMENT 7. REMOVABLE COUNTERTOPS AND CABINETRY ONLY ARE PERMITTED IN CLEAR FLOOR SPACE. FINISH SURROUNDING WALL AND FLOOR. 5' - 0"30" MIN 30" PER SPEC FO TUB TO VERT BAR 4" MAX TUB SURROUND VARIES. SEE FINISH & PLUMBING SCHEDS 18" MINHAND HELD SHOWER48" MAX MOUNTING HT33" MIN - 36"6" MAX33" - 36"38" MINMAX 6" MIN 48" MAX 6" 12" MIN 24" MIN MAX24"MIN24"MAX12"60" MINEDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION CLEARANCES WITH LAVATORY *DIMENSION TO FACE OF FINISH MATERIAL CLEARANCES WITHOUT LAVATORY NOTES: 1. LOCATE FLUSH CONTROLS ON OPEN SIDE OF WATER CLOSET. 2. FOR GRAB BAR BLOCKING . 48" MIN66" MIN CLR33" MIN CLR 48" MIN56" MIN CLR18" *24" MAX18" * 1 / AB551 EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION EDGE OF WALL, FIXTURE OR OTHER OBSTRUCTION CLEARANCES WITH LAVATORY *DIMENSION TO FACE OF FINISH MATERIAL CLEARANCES WITHOUT LAVATORY NOTES: 1. LOCATE FLUSH CONTROLS ON OPEN SIDE OF WATER CLOSET. 2. FOR GRAB BAR BLOCKING SEE ELEVATION DETAIL THIS SHEET. 3. LAVATORY MAY OVERLAP THE CLEARANCE IF CABINET, INCLUDING SIDE PANEL, IS REMOVABLE. 60" MIN66" MIN CLR60" MIN56" MIN CLR24" MAX18" *18" MIN 18" * REAR WALL SIDE WALL NOTE: **REAR GRAB BAR IS PERMITTED TO BE 24" WHERE WALL SPACE DOES NOT PERMIT 36" MINIMUM LENGTH. BLOCKING FOR FUTURE GRAB BARS REQUIRED33" MIN - 36" MAX(24" MIN**) 36" MIN MIN 12" (12" MIN **) 24" MIN 12" MAX (24" MIN **) 42" MIN 33" MIN - 36" MAXMIN6"MIN6"19" MAX17" MIN18" MIN39" MIN - 41" MAX39" MIN - 41" MAX 54" MIN FHA GUIDELINE32" MAX.38" MIN.PANTRY CABINETS: FULL HEIGHT PANTRY. FRAME AND DOORS BY CASEWORK MFR. ON STUD WALLS TO BE FLUSH W/ ADJACENT CABINETRY OR 23-1/2" DEEP. SINGLE DOOR FOR WIDTHS 18" OR SMALLER. DOUBLE DOORS FOR ALL OTHERS. PROVIDE 3 ADJUSTABLE FINISHED SHELVES. REFER TO BATHROOM PLANS FOR WIDTH.66"VARIES PER PLAN CLOSET ROD & SHELF 47 1/2" MAX TO SHELFADDL ROD @ TYPE A UNITS FOR 50% OF CLOSET LENGTHCOMPARTMENT ENTRY COMPARTMENT ENTRY RECTANGULAR SHOWER COMPARTMENT SEAT L-SHAPED SHOWER COMPARTMENT SEAT 15" MIN - 16" MAX 1 1/2" MAX3" MAX2 1/2" MAX 22" MIN - 23" MAX 1 1/2" MAX14" MIN - 15" MAX3" MAX2 1/2" MAX 15" MIN - 16" MAX NOTE: DOORS, LINT SCREENS, DETERGENT & BLEACH COMPARTMENTS, ETC, SHALL MEET OPERABLE PARTS REQUIREMENTS 30"X48" CLR FLR SPACE PARALLEL APPROACH 30"X48" CLR FLR SPACE FORWARD OR PARALLEL APPROACH W D 30"X48" CLR FLR SPACE PARALLEL APPROACH36" MAX24" MAX TYPE B -TOP LOADING TYPE A -TOP LOADING TYPE A -TOP LOADING A. TOWEL BAR ABOVE TOILET TYPE A & B BATHROOMTO TOP OF TOWEL BAR48"CENTER OF ROBE HOOK47"WITH ROBE HOOKALIGN CENTER OF TOWEL BARCENTER OF ROBE HOOK60"WITH ROBE HOOKALIGN CENTER OF TOWEL BARB. TOWEL BAR & ROBE HOOK. TYPE A BATHROOM MINIMUM OF (1) OF EACH TOWEL BAR & ROBE HOOK PROVIDED WILL NEED TO BE WITHIN 48" REACH RANGE HEIGHT TO TOP IF UNOBSTRUCTED. ICC 1003.14 C. TOWEL BAR & ROBE HOOK. TYPE B BATHROOM FROM FACE OF CABINET WALL MOUNTED TOILET PAPER HOLDER CABINET MOUNTED TOILET PAPER HOLDER TOILET PAPER HOLDER HEIGHT30"6"18"LC OF FIXTURE IF DRAWER BASE EXISTS, LINE OF WALL WHERE OCCURS DBA - ACCESSIBLE DRAWER BASE: INDEPENDENT THREE DRAWERS BASE / FURNITURE PIECE FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. SINK BASE (SB), TYPE A BATHROOM: FIXED SINK SKIRT AND END PANEL(S). REMOVABLE LOWER CABINET. FLOOR AND WALL FINISH TO CONTINUE BEYOND CABINET, TYP. CENTER SINK W/IN BASE.MAX24"PER PLAN VARIES PER PLAN EQ MIN CLR 30" PER PLAN EQ WHEN CAB IS REMOVED 30" MIN CLR 44" RECOMMENDED46" MAX TO ELEC OUTLET/SWITCH34" AFF MAX SINK RIM27" CLR1' - 5"MIN 30"X48" CLEAR FLOOR SPACE USING A FORWARD APPROACH AT TYPE A UNIT BATHROOMS, REMOVABLE LOWER CABINET END PANEL, TYPE A BATHROOM: END PANEL ON TOILET SIDE OF OPEN LAV TO COMPY WITH KNEE AND TOE CLEARANCES. MUST BE BUILT WITHIN SHADED AREA ONLY. MIN. 0' - 8"27" MIN.MIN. 0' - 11" MAX. 0' - 6"OF REFLECTIVE SURFACE40" MAX. TO BOTTOM EDGE11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:04 PM TYPICAL UNIT COMPONENTS - BATH AB551 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 5 TYPE B SWING UP GRAB BARS ICC A117.1-2009 SECTION 1004.11.1.1 18 TYPE B UNIT LAVATORY ICC A117.1-2009 SECTION 606 2 TYPICAL UNIT - TYPE A - LAVATORY LOWER CABINET ICC A117.1-2009 SECTION 306 12 TYPICAL UNIT TYPE B BATH TUB ICC A117.1-2009, SECTION 607 & 1004.11.3.1.3 11 TYPICAL UNIT TYPE A BATH TUB ICC A117.1-2009 SECTION 607 & 1003.11.2.5 13 TYPICAL UNIT - TYPE B - WATER CLOSET ICC A117.1-2009 SECTION 604 & 1004.11.3.1.2 9 TYPICAL UNIT - TYPE A - WATER CLOSET ICC A117.1-2009 SECTION 604 & 1003.11.2.4 1 TYPICAL UNIT TYPE A & B WATER CLOSET ICC A117.1-2009 SECTION 604 22 TYPICAL UNIT PANTRY CABINET 23 UNIT CLOSET ROD HEIGHTS 16 SHOWER SEAT ICC A117.1-2009 SECTION 610 1003 TYPE A UNITS 1003.1 General. Type A units shall comply with Section 1003. 1003.2 Primary entrance. The accessible primary entrance shall be on an accessible route from public and common. The primary entrance shall not be to a bedroom unless it is the only entrance. 1003.3 Accessible route. Accessible routs within Type A units comply with Section 1003.3 1003.3.1 Location. At least one accessible route shall connect all spaces and elements that are a part of the unit. Accessible routes shall coincide with or be located in the same area as general circulation path. Exception:An accessible route is not required to unfinished attics and unfinished basements that are part of the unit. 1003.3.2 Turning space. All rooms served by an accessible route shall provide a turning space complying with Section 304. Exception: 1. A turning space is not required in toilet rooms and bathrooms that are not required to comply with Section 1003.11.2. 2. A turning space is not required within closets or pantries that are 48 inches (1220 mm) maximum in depth. 24 TYPICAL UNIT - LAUNDRY - TOP LOADING ICC A117.1-2009 SECTION 611 & 1004.10 19 TYPICAL UNIT TOWEL BARS AND ROBE HOOK ICC A117.1-2009 SECTION 1003.14 21 TYPICAL UNIT TOILET PAPER HOLDER 10 TYPE A UNIT LAVATORY ICC A117.1-2009 SECTION 606 NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION KITCHEN APPLIANCES BASIS OF DESIGN: TYPE B: REFRIGERATOR FRIGIDAIRE FFHT1821T 18.0 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3016T 46 5/8" H X 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FFCD2413U 33 1/2"-35" H X 24" W X 25" D OVER THE RANGE MICROWAVE FRIGIDAIRE FFMV1645T 16 13/32" H X 29 7/8" W X 15 1/32" D *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCE IS USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. TYPE A: REFRIGERATOR FRIGIDAIRE FFHT1821T 18 CU FT. 66 1/8" H X 30" W X 30 1/8" D (INC. DOOR) RANGE FRIGIDAIRE FFEF3010T 45 1/4" H x 29 7/8" W X 28 1/2" D (INC. HANDLE) DISHWASHER FRIGIDAIRE FDB241OHI 32 1/2"-34 7/8" H X 24" W X 23" D (INC. DOOR) COUNTERTOP MICROWAVE FRIGIDAIRE FFMO1611L 12 7/8" H X 21 3/4" W X 18 1/2" D UNDER CABINET HOOD GE JVX5305DJ 5 1/2" H X 29 7/8" W X 20" D KITCHEN KEYNOTES k6 k7 TYPE B UNITS: TYPE A UNITS: 1. SEE INTERIORS FOR BACKSPLASH, BASE & CASE AND FINISHES 2. CONCEAL DUCT AT RANGE HOOD EXHAUST, SEE UNIT PLANS FOR EXTENT OF DROPPED SOFFIT 3. ABOVE COUNTERTOP OUTLETS ARE SHOW FOR LOCATION PURPOSES ONLY. SEE 3/CS045 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION KITCHEN GENERAL NOTES k8 k9 k5 k10 k11 k12 k13 k14 TURNING SPACE AT KITCHEN, SEE DETAIL SINK W/ REMOVEABLE CABINET, SEE DETAIL WORK SURFACE W/ REMOVEABLE CABINET, SEE DETAIL RANGE W/ FRONT CONTROLS, SEE DETAIL RANGE HOOD, PROVIDE WALL SWITCH AT +46" MAX., SEE DETAIL COUNTERTOP MICROWAVE, SEE DETAIL PROVIDE "ADA COMPLIANT" REFRIGERATOR, MAX 54" HIGH TO FREEZER. SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER TO FIT UNDER 34" HIGH COUNTER KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k15 19K AB550 3 CS045 19E AB550 19C AB550 19N AB550 19M AB550 19C AB550 4 CS042 8 CS043 19K AB550 k16 k16 19P AB550 19P AB550 SINK RANGE, SEE DETAIL MICRO W/ HOOD, SEE DETAIL FOR ELECTRICAL OUTLET PLACEMENT, SEE DETAIL DISHWASHER, SEE DETAIL LIGHTING CONTROLS, ELECTRICAL SWITCHES AND ELECTRICAL OUTLETS, SEE DETAIL KITCHEN ISLAND WING WALL COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL k1 k2 k3 k4 19B AB550 19B AB550 1 AB550 19L AB550 k17 19A1 AB550 k18 19A2 AB550 5 AB550 1 AB550 5 AB550 AB5526 2 KITCHEN L2 k1 k2 k16 k6k4 k4 AB5528 4 KITCHEN L2-A k8 k7 k14 k10 k16 AB55214 10 KITCHEN L4 k1 k2 k16 k6k4 k4 k2 k3 k17 k17 k17 k1 k5 k17 k17 k17 k10 k9 k11 k13 k18 k18 k18 k15k8 k12 k18 k18 k18 k2 k3 k17 k17 k17 k1 k5 k17 k17 k17 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:10 PM KITCHEN ELEVATIONS AB552 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/8" = 1'-0"1 KITCHEN L2 - TYPE B 3/8" = 1'-0"3 KITCHEN L2-A - TYPE A 3/8" = 1'-0"9 KITCHEN L4 - TYPE B 3/8" = 1'-0"6 KITCHEN L2 ELEVATION A - TYPE B 3/8" = 1'-0"2 KITCHEN L2 ELEVATION B - TYPE B 3/8" = 1'-0"8 KITCHEN L2-A ELEVATION A - TYPE A 3/8" = 1'-0"4 KITCHEN L2-A ELEVATION B - TYPE A 3/8" = 1'-0"14 KITCHEN L4 ELEVATION A - TYPE B 3/8" = 1'-0"10 KITCHEN L4 ELEVATION B - TYPE B NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION BATHROOM BASIS OF DESIGN: WASHER ELECTROLUX EFLW317TIW 4.3 CU FT. 38" H X 27" W X 32" D DRYER ELECTROLUX EFDE317TIW 8 CU FT. 38" H X 27" W X 31 1/2" D TOILET *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCES ARE USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. SEE ELECTRICAL FOR LIGHT FIXTURES AND LOCATIONS BATHROOM KEYNOTES ACCESSIBLE LAV. SINK AND COUNTER - TYPE A UNITS - SEE ACCESSIBLE LAV. SINK AND COUNTER - TYPE B UNITS - SEE REMOVEABLE VANITY CABINET / ADAPTABLE FEATURE AT ALL ACCESSIBLE BATHROOMS IN TYPE A UNITS. EXTEND FLOORING UNDER, SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE B UNITS - SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE A UNITS - SEE ACCESSIBLE WATER CLOSET AND SWING-UP GRAB BAR - SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE B UNITS, SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE A UNITS, SEE MIRROR, SEE 30" X 48" CLEAR SPACE TO REMAIN OUTSIDE OF DOOR SWING TOWEL BAR ABOVE TOILET SEE TOWEL BAR - TYPE A UNITS SEE TOWEL BAR - TYPE B UNITS SEE ROBE HOOK - TYPE A UNITS SEE ROBE HOOK - TYPE B UNITS SEE SHOWER ROD SEE TOILET PAPER HOLDER SEE FOR COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL TALL CABINET, SEE DETAIL b1a b2 10 AB551 2 AB551 5 AB551 1 AB551 13 AB551 b3 b4 12 AB551 11 AB551 b5 b6 b7 1 AB551 9 AB551 b8 b9 b10 b11 b12 b13 b14 19A AB551 11 AB551 12 AB551 19B AB551 19C AB551 b16 21 AB551 19C AB551 b15 BATHROOM GENERAL NOTES: 1. FOR BATH COMPONENT HEIGHTS, CLEARANCES, AND BASE CABINET INFORMATION, REFER TO SHEET AB551 b17 10 AB551 b1b 18 AB551 1F CS045 19B AB551 18 AB551 22 AB551 b18 AB553 6 BATH B-A2 AB553 2 BATH B-A3 b6 b12 b3 b6 b12 b3 b9b9 AB553 10 B-1 b16 b9 b3 b1b AB553 8 BATH NA3 AB553 4 BATH NA1 b6 b12 b3 b6 b10 b3 b12 b10 b8 b16 30"18" b6 b3 EQEQ b17 b8 b10 b3 b6 b15 b16 27" 18" 27" EQ EQ EQ EQ b17 b8 b10 b3 b6 b15 b16 30"18" EQ EQ b17 30"18" b17 b8 b10 b16 EQEQ b3 27"18"27" b12 b8 b16 b3 EQEQ EQEQ b17 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:15 PM BATH ELEVATIONS AB553 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/8" = 1'-0"5 OPTION A BATH MASTER PLANS3/8" = 1'-0"9 TYPE B POWDER ROOM 3/8" = 1'-0"7 NOT ACCESSIBLE BATH MASTER PLANS 3/8" = 1'-0"4 BATH NA1 ELEVATION 3/8" = 1'-0"6 BATH B-A2 ELEVATION 3/8" = 1'-0"2 BATH B-A3 ELEVATION 3/8" = 1'-0"10 B-1 ELEVATION 3/8" = 1'-0"8 BATH NA3 ELEVATION NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION BATHROOM BASIS OF DESIGN: WASHER ELECTROLUX EFLW317TIW 4.3 CU FT. 38" H X 27" W X 32" D DRYER ELECTROLUX EFDE317TIW 8 CU FT. 38" H X 27" W X 31 1/2" D TOILET *NOTIFY ARCHITECT IF ANY ALTERNATE APPLIANCES ARE USED. CLEARANCES AND ACCESSIBILITY IS BASED ON APPLIANCES LISTED ABOVE. SEE ELECTRICAL FOR LIGHT FIXTURES AND LOCATIONS BATHROOM KEYNOTES ACCESSIBLE LAV. SINK AND COUNTER - TYPE A UNITS - SEE ACCESSIBLE LAV. SINK AND COUNTER - TYPE B UNITS - SEE REMOVEABLE VANITY CABINET / ADAPTABLE FEATURE AT ALL ACCESSIBLE BATHROOMS IN TYPE A UNITS. EXTEND FLOORING UNDER, SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE B UNITS - SEE ACCESSIBLE WATER CLOSET AND GRAB BAR BLOCKING FOR TYPE A UNITS - SEE ACCESSIBLE WATER CLOSET AND SWING-UP GRAB BAR - SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE B UNITS, SEE ACCESSIBLE BATHTUB AND GRAB BAR BLOCKING FOR TYPE A UNITS, SEE MIRROR, SEE 30" X 48" CLEAR SPACE TO REMAIN OUTSIDE OF DOOR SWING TOWEL BAR ABOVE TOILET SEE TOWEL BAR - TYPE A UNITS SEE TOWEL BAR - TYPE B UNITS SEE ROBE HOOK - TYPE A UNITS SEE ROBE HOOK - TYPE B UNITS SEE SHOWER ROD SEE TOILET PAPER HOLDER SEE FOR COUNTERTOP AND CASEWORK HEIGHTS, SEE DETAIL TALL CABINET, SEE DETAIL b1a b2 10 AB551 2 AB551 5 AB551 1 AB551 13 AB551 b3 b4 12 AB551 11 AB551 b5 b6 b7 1 AB551 9 AB551 b8 b9 b10 b11 b12 b13 b14 19A AB551 11 AB551 12 AB551 19B AB551 19C AB551 b16 21 AB551 19C AB551 b15 BATHROOM GENERAL NOTES: 1. FOR BATH COMPONENT HEIGHTS, CLEARANCES, AND BASE CABINET INFORMATION, REFER TO SHEET AB551 b17 10 AB551 b1b 18 AB551 1F CS045 19B AB551 18 AB551 22 AB551 b18 AB554 6 BATH B-B2 AB554 2 b12 b6 b3 b1b b18 b12 b6 b3 b1b AB554 8 BATH A-2 AB554 4 BATH A-3 b7 b11 b16 b4 b1a b7 b11 b16 b4 b1a b16 b8 b3 b12 27"18"27" EQEQ EQEQ b17 b18 b16 b8 b3 18"30"18" EQ EQ b17 b18 b2 b1a b4 b16 b8 18"33"15" EQ EQ b17 b2 b1a b4 b16 b8 33"12"27" EQ EQ EQ EQ b17 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:19 PM BATH ELEVATIONS AB554 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3/8" = 1'-0"5 OPTION B BATH MASTER PLANS 3/8" = 1'-0"7 TYPE A BATH MASTER PLANS 3/8" = 1'-0"2 BATH B-B3 ELEVATION 3/8" = 1'-0"6 BATH B-B2 ELEVATION 3/8" = 1'-0"8 BATH A-2 ELEVATION 3/8" = 1'-0"4 BATH A-3 ELEVATION NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION WALL ASSEMBLY, SEE PLANS CORRIDORUNIT PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING PER STRUCT. ON CORRIDOR SIDE OF WALL WALL ASSEMBLY, SEE PLANS UNITUNIT PT SILL PLATES ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL WALL ASSEMBLY, SEE PLANS UNITUNIT PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL CORRIDORCORRIDOR EXTEND WALL GWB TO UNDERSIDE OF ROOF DECK, BOTH SIDES ROOF TRUSS AT CORRIDOR PER STRUCTURAL MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 FOR 2HR FIRE WALL FIRE DOORS PER SCHEDULE RATED ROOF ASSEMBLY PER PLANS 2X NAILER OR METAL ANGLE 1HR RATED ROOF ASSEMBLY, SEE SECTIONS CORRIDORCORRIDOR EXTEND WALL GWB TO UNDERSIDE OF SHEATHING, BOTH SIDES FLOOR TRUSS PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 FOR 2HR FIRE WALL FIRE DOORS PER SCHEDULE 1-HR RATED FLOOR ASSEMBLY PER SECTIONS CORRIDORCORRIDOR 2X NAILER OR METAL ANGLE UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL 706.6 EXCEPTION 2.2 NO OPENING IN ROOF WITHIN 4' - 0" PER IBC EXTEND FIREPROOFING, BOTH SIDES PER IBC 706.6 EXCEPTION 2 (2.1, 2.2, 2.3) 706.6 EXCEPTION 2.2 NO OPENING IN ROOF WITHIN 4' - 0" PER IBC 1 HR ROOF ASSEMBLY PER SECTIONS IBC 706.6 EXCEPTION 2.1 CLASS B ROOF COVERING, MIN. IBC 706.6 EXCEPTION 2.3 PARALLEL CONDITION PERPENDICULAR CONDITION 2X NAILER OR METAL ANGLE FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY 1HR RATED ROOF ASSEMBLY, SEE SECTIONS UNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL 1-HR RATED FLOOR ASSEMBLY PER SECTIONS HANGER PER STRUCTURAL PARALLEL CONDITION PERPENDICULAR CONDITION UNIT UNIT UNIT FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY2X NAILER OR METAL ANGLE WALL ASSEMBLY, SEE PLANS PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL UNITUNIT SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL WALL ASSEMBLY, SEE PLANS CORRIDORUNIT 1HR RATED ROOF ASSEMBLY, SEE SECTIONS SHEATHING AS REQUIRED PER STRUCTURAL 2X NAILER FLOOR TRUSS PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 WALL ASSEMBLY, SEE PLANS CORRIDORUNIT 1HR RATED FLOOR ASSEMBLY, SEE SECTIONS CORRIDORUNIT 2X NAILER FLOOR TRUSS PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 SHEATHING PER STRUCT. ON CORRIDOR SIDE OF WALL UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL PARALLEL CONDITION PERPENDICULAR CONDITION 1HR ROOF ASSEMBLY, SEE SECTIONS UNITUNIT FIREBLOCKING TO DEPTH OF TOP PLATE WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL UNITUNIT 1-HR RATED FLOOR ASSEMBLY PER SECTIONS RESILIENT CAULKING, BOTH SIDES, TYPPARALLEL CONDITION PERPENDICULAR CONDITION UNITUNIT WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL RESILIENT CAULKING, BOTH SIDES, TYP 1HR ROOF ASSEMBLY, SEE SECTIONS CONDITION PERPENDICULAR TO JOISTS CONDITION PARALLEL TO JOISTS CONDITION PERPENDICULAR TO JOISTS CONDITION PARALLEL TO JOISTS UNITUNIT WALL ASSEMBLY, SEE PLANS SHEATHING AS REQUIRED AT SHEAR WALL LOCATIONS, SEE STRUCTURAL RESILIENT CAULKING, BOTH SIDES, TYP 1-HR RATED FLOOR ASSEMBLY PER SECTIONS 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:07:43 PM FIREPROOFING DETAILS AB610 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1 1/2" = 1'-0"7 FIREPROOFING - CORRIDOR WALL AT SLAB 1 1/2" = 1'-0"4 FIREPROOFING - DEMISING WALL AT SLAB 1 1/2" = 1'-0"1 FIREPROOFING - INTERIOR PARTITION 1 1/2" = 1'-0"14 2-HR FIRE WALL ACROSS CORRIDOR - ROOF 1 1/2" = 1'-0"13 2-HR FIRE WALL ACROSS CORRIDOR AT 1-HR FLOOR 1 1/2" = 1'-0"12 2-HR DEMISING FIRE WALL AT ROOF 1 1/2" = 1'-0"11 2-HR DEMISING FIRE WALL AT 1-HR FLOOR 1 1/2" = 1'-0"10 2-HR DEMISING FIRE WALL AT SLAB 1 1/2" = 1'-0"9 CORRIDOR WALL TO ROOF SECTION DETAIL 1 1/2" = 1'-0"8 CORRIDOR WALL AT 1-HR FLOOR 1 1/2" = 1'-0"6 1-HR DEMISING WALL AT ROOF 1 1/2" = 1'-0"5 1-HR DEMISING WALL AT 1-HR FLOOR 1 1/2" = 1'-0"3 INTERIOR WALL AT ROOF 1 1/2" = 1'-0"2 INTERIOR WALL AT 1-HR FLOOR CORRIDOR WALL DEMISING WALL2HR FIRE WALL INTERIOR PARTITIONCROSS CORRIDOR FIRE WALL 2 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL SHAFTWALL PER PLAN CORRIDOR PER PLAN STAIR WALL PER PLAN SHAFTWALL TYPE PER PLANS CORRIDOR PER PLAN SHAFT FLOOR TYPE PER PLAN WALL TYPE PER PLAN WALL TYPE PER PLAN SHAFT TRASH CHUTE ROOM SHAFT PER PLAN CORRIDOR PER PLAN PER PLAN 5/8" SHIM OR EXTRA GWB EXTERIOR 2 HR WALL PER PLANS 2 HR DEMISING WALL PER PLANS EXT WALL PER PLANS REFER TO STRUCTURAL DRAWINGS FOR BEARING WALL LOCATIONS WB, SEE BE EXT FINISH PER PLANS & ELEVATIONS INTERIOR INTERIOR SHAFTWALL TYPE PER PLAN 1/2" MINIMUM AIRSPACE WALL TYPE PER PLAN UNIT 5/8" SHIM OR EXTRA GWB WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT 2-HR RATED FIRE CAULKING J-RUNNER PER WALL ASSEMBLIES 2 Layers 5/8" Type "X" Gypsum Board SPRAY ON INSULATION 8" MININSECT SCREEN PT 1x_ WD FURRING ROOFING MEMBRANE PER ROOF ASSEMBLIES, SEE SECTIONS WB, SEE BE FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY ROOF TRUSS AT CORRIDOR PER STRUCT. FCP SIDING FLASHING PER BE DETAILS WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT ROOF ASSEMBLY, SEE SECTIONS PT 2x_ CURB 8" MINTRASH CHUTE BASE CAP PER MFR FLASHING PER BE DETAILS PLYWOOD SHEATHING HT PER MFRWATERPROOFING PER BE PT 2x_ NAILERS AS REQUIRED FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY ROOF TRUSS AT CORRIDOR PER STRUCT. 2X NAILER OR METAL ANGLE WALL ASSEMBLY, SEE PLANS UNIT SHAFT ROOF ASSEMBLY, SEE SECTIONS PT 2x6 CURB, FULLY INSULATE 8" MINMECHANICAL EQUIPMENT PER MEP EXTEND GWB TO UNDERSIDE OF LEDGER ACOUSTICAL SEALANT FLASING PER BE DETAILS PLYWOOD SHEATHING WATERPROOFING PER BE JOISTS PER STRUCT WALL ASSEMBLY, SEE PLANS CORRIDOR SHAFT ACOUSTICAL SEALANT JOISTS & BEAMS PER STRUCT 1-HR RATED FLOOR ASSEMBLY PER SECTIONS 2-HR RATED FIRE CAULKING J-RUNNER PER WALL ASSEMBLIES CORRIDOR WALL ASSEMBLY, SEE PLANS UNIT SHAFT ACOUSTICAL SEALANT JOISTS PER STRUCT FURRING WALL, TYP 1/2" AIR SPACE @ 1-HR RATED FLOOR ASSEMBLY PER SECTIONS SHAFT CONC SLAB PER STRUCTURALCORRIDOR RESILIENT CAULKING 2-HR RATED FIRE CAULKING 2-HR WALL PER PLANS PER PLAN INT FURRING WALL PER PLANS SHAFT CONC SLAB PER STRUCTURALCORRIDOR PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING 2-HR RATED FIRE CAULKING 2-HR WALL PER PLANS PER PLAN GROUP MULTIPLE BOXES TOGETHER PARTITION ASSEMBLY SOUND RATED PARTITION OFFSET PENETRATIONS @ FIRE &/OR FIRE RATED PARTITION 24" MIN @ 1/4" OR 1/2" JOINT FILLED W/ACOUSTIC SEALANT AROUND FLANGE. DRYWALL OVERLAPS FLANGE @ SOUND PARTITION UNFACED INSULATION AROUND BOX ALL OUTLETS AND PENETRATIONS COVERED BY PUTTY PAD SEE PLAN FOR WALL ASSEMBLY NOTES: 1. TOP OF FIRE EXTINGUISHER CABINET TO BE LOACTED AT 4'-0" AFF, MAX. 2. LOCATE FIRE EXTINGUISHER CABINET PER CODE REQUIREMENTS. SEE PLANS. 3. MAINTAIN WALL FIRE RATING: (1) LAYER TYPE 'X' EA SIDE @ 1-HOUR WALL, (2) LAYERS TYPE 'X' EA SIDE @ 2-HOUR WALL SURROUNDING FIRE EXTINGUISHER 4" MAX2 LAYERS TYPE "X" GWB OVER RC @ 16" O.C. ACOUSTICAL SEALANT 1 5/8" METAL FURRING SCREW 1 5/8" FRAMING INTO RESILIENT CHANNEL AND NOT TJI 5/8" GWB PER UNIT RCPPER UNIT RCPANGLE CLIPS GYPCRETE TOPPING SLAB OVER PYWOOD DECKING TJI PER STRUCT. (2) 5/8" TYPE "X" GWB (2) 5/8" TYPE "X" GWB RESILIENT CHANNEL FIRE RESISTIVE CAULK AT PENETRATIONS MEMBRANE PENETRATION FIRESTOP, SEE "MEMBRANE PENETRATIONS " THIS SHEET MEMBRANE PENETRATING ITEM FIRE RATED WALL ASSEMBLY THROUGH PENETRATION FIRESTOP-SEE" U.L. THROUGH PENETRATION FIRESTOP SYSTEMS" THIS SHEET THROUGH PENETRATION ITEM FIRE RATED WALL ASSEMBLY MEMBRANE PENETRATION THROUGH PENETRATION CORRIDORUNIT 2HR FIRE WALL PER PLANS AND ASSEMBLIES FLOOR TRUSS PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 FOR 2HR FIRE WALL 1-HR RATED FLOOR ASSEMBLY PER SECTIONS UNIT CORRIDOR SHEATHING PER STRUCT. ON CORRIDOR SIDE OF WALL FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY 2X NAILER OR METAL ANGLE CORRIDORUNIT 2HR FIRE WALL PER PLANS AND ASSEMBLIES ROOF TRUSS PER STRUCT. MEP AND SPRINKLERS TO BE BIDDER DESIGNED. PENETRATIONS SHALL COMPLY WITH IBC SECTION 714 FOR 2HR FIRE WALL 1-HR RATED ROOF ASSEMBLY PER SECTIONS SHEATHING PER STRUCT. ON CORRIDOR SIDE OF WALL FULL THICKNESS RIM PLUS LEDGER PER STRUCTURAL FOR 2HR VERTICAL CONTINUITY 2X NAILER OR METAL ANGLE WALL ASSEMBLY, SEE PLANS CORRIDORUNIT PT SILL PLATE ANCHOR BOLT, PER STRUCTURAL RESILIENT CAULKING, EACH SIDE CONCRETE SLAB, PER STRUCTURAL SHEATHING PER STRUCT. ON CORRIDOR SIDE OF WALL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:07:47 PM FIREPROOFING DETAILS AB611 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 1 1/2" = 1'-0"20 SHAFT WALL AT STAIR 1 1/2" = 1'-0"15 SHAFT WALL AT 2HR WALL 1 1/2" = 1'-0"18 SHAFT WALL AT TRASH CHUTE 1 1/2" = 1'-0"10 SHAFT WALL AT CORRIDOR 1 1/2" = 1'-0"19 FIREPROOFING - EXTERIOR 2HR FIRE WALL PLAN 1 1/2" = 1'-0"5 SHAFT WALL AT UNIT - PLAN 1 1/2" = 1'-0"8 FIREPROOFING - 2-HR SHAFTWALL AT ROOF W/WALL 1 1/2" = 1'-0"13 FIREPROOFING - 2-HR TRASH CHUTE SHAFT AT ROOF W/CURB 1 1/2" = 1'-0"3 FIREPROOFING - 2-HR SHAFT AT ROOF W/CURB 1 1/2" = 1'-0"7 FIREPROOFING - 2-HR SHAFTWALL AT 1-HR FLOOR 1 1/2" = 1'-0"2 FIREPROOFING - 2-HR SHAFT AT 1-HR FLOOR 1 1/2" = 1'-0"6 FIREPROOFING - 2-HR SHAFT WALL AT TRANSITION SLAB 1 1/2" = 1'-0"1 FIREPROOFING - 2-HR SHAFT AT TRANSITION SLAB 3" = 1'-0"16 RECESSES IN PARTITION @ RATED WALL 3" = 1'-0"17 RECESSED EXTINGUISHER CABINET 1 1/2" = 1'-0"25 SOFFIT @ UNIT VENTING 1 1/2" = 1'-0"11 1 HR CHASE BETWEEN JOISTS 1 1/2" = 1'-0"12 MEMBRANE PENETRATIONS 1 1/2" = 1'-0"22 FIREPROOFING - 2-HR FIRE WALL AT CORRIDOR AT 1-HR FLOOR - ADJ. TO UNIT 1 1/2" = 1'-0"23 FIREPROOFING - 2-HR FIRE WALL AT CORRIDOR AT 1-HR ROOF - ADJ. TO UNIT 1 1/2" = 1'-0"21 FIREPROOFING - 2-HR CORRIDOR FIRE WALL AT SLAB CORRIDOR FIRE WALL 2 2 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL REFER TO ROOF PLANSOVERLAP0' - 4" MINOVERLAP0' - 6" MINFURRING SIDING PER ELEVATIONS GASKETED FASTNER W/CLEAT GASKETED FASTNER W/SPACER SLOPE 22GA MTL COPING W/HEMMED DRIP EDGES & STANDING SEAMS @ JOINTS ROOFING MEMBRANE ROOF VAPOR BARRIER INSTALL AND TERMINATE ROOFING MEMBRANE PER MFR RECOMMENDATION WRAP ROOFING MEMBRANE OVER PARAPET AND LAP PRIMARY WRB PRIMARY WRB FURRING CLOSURE TYP8" MIN.METAL ROOFING WOOD ROOF AT STEP BACK 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:27 PM TYPE VA DETAILS AB620 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3" = 1'-0"1 TYP PARAPET 1 1/2" = 1'-0"3 ROOF-STEP BACK NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION STANCHION TUBE PREMANUF BOOT FLASHING BY ROOF MFR HSS ATTACHMENT TO ROOF JOISTS BELOW PER STRUCTURAL VARIES PER PLANS8" MIN4" TYPDIM POINT TO CENTERLINE OF HSS FRAMING PER PLANS ABOVE TOP OF ROOF SURFACE4' - 2" H SCREENING MAXBIDDER DESIGNED HSS FRAMING FOR MECHANICAL SCREENING SUPPORT PER PLANS MS-1 (FCP TRIM PANELS) ON 7/8" HAT CHANNEL SPANNING BETWEEN HSS COLUMNS FLASHING W = 6"2"?TOP OF STEEL BOTTOM OF STEEL ROOF PER ROOF ASSEMBLIES, SEE SECTIONS BIDDER DESIGNED HSS FRAMING FOR MECHANICAL SCREENING SUPPORT PER PLANS MS-1 (FCP TRIM PANELS) ON 7/8" HAT CHANNEL SPANNING BETWEEN HSS COLUMNS DIM POINTS TO CENTERLINE OF HSS FRAMING PER PLANS 1 AB660 TYP 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:28 PM MECHANICAL SCREEN & MISCELLANEOUS DETAILS AB660 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3" = 1'-0"1 MECH SCREEN SECTION DETAIL 3" = 1'-0"3 MECH. SCREEN OUTSIDE CORNER NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION FIN. FLR. WIDTH HEIGHTA AA B BB WIDTH HEIGHTTYP1' - 0"C 4" X 25" VISION SAFETY GL HEIGHTHEIGHTWIDTH HEIGHTSOLID KICK PANEL FLUSH WITH GATE FRAME BOTH SIDES WIDTH HEIGHT1' - 0"L M P RR SG SG4" TYP4" TYP WIDTH 6" WIDTH HEIGHTWIDTH SG LOUVERS AT LAUNDRY CLOSET, TYP DOOR TYPES HM HM WD WD FIN. FLR.1 2UNO2" TYP, 2" TYP FRAME TYPES SG SG UNO 1' - 6" 3 WIDTH HEIGHTHEIGHTWIDTH HEIGHTWIDTH HEIGHTWIDTH D N SG SG SG SG SAFETY GL TYP. FIN. FLR.HEIGHTWIDTH S SG1' - 0"4"4"43" MAX11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:07:57 PM DOOR SCHEDULE AB700 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 DOOR SCHEDULE KEY NOTES: 1. CLOSER 2. WEATHER SEALS 3. SMOKE SEAL 4. LATCH 5. KEYED LOCK 6. DEADBOLT 7. KICKPLATE 8. PRE-FINISHED STEEL SNAP-CASING FRAME SYSTEM - 'TIMELY' OR EQ. 9. MAGNETIC HOLD-OPEN 10. CARD READER 11. SWEEP 12. DOOR STOP GENERAL DOOR NOTES: 1. DENOTES SAFETY GLAZING IN LOCATIONS PER IBC 2406. 2. CONTRACTOR TO COORDINATE WITH MECHANICAL AND EXTERIOR ELEVATION FOR MECHANICAL VENT LOCATIONS AND WINDOW CLEARANCE. 3'-0" VENT CLEARANCE TO OPENINGS REQUIRED. WINDOW TO BE NOT OPERABLE IF CLEARANCE CANNOT BE MET. 3. FOR WINDOWS LOCATED MORE THAN 72" ABOVE FINISHED GRADE THE LOWEST PART OF THE CLEAR OPENING SHALL BE AT A HEIGHT NOT LESS THAN 36" ABOVE THE FINISHED FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" DIAMETER SPHERE- WHERE SUCH OPENINGS ARE LOCATED WITHIN 36" OF THE FINISHED FLOOR. (2018 IBC 1015.8) 4. PROVIDE DOOR STOP AT ALL DOORS OPENING ADJACENT TO WINDOWS. 5. FOR INTEGRATION OF FIRE ALARM SYSTEM & DOOR HARDWARE REQUIRED PER CODE SEE DOOR HARDWARE SUBMITTAL & FIRE ALARM SYSTEM SUBMITTAL- CONTRACTOR TO COORDINATE AS DESIGN BUILD AND AS REQ.'D BY CODE. 6. PER 716.2.2.1- FIRE DOORS ASSEMBLIES REQ.'D TO HAVE A MIN. FIRE PROTECTION RATING OF 1/3 HOUR WHERE LOCATED IN A CORRIDOR WALL OR SMOKE BARRIER WALL HAVING A FIRE RESISTANCE RATING IN ACCORDANCE WITH TABLE 716.5 SHALL BE TESTED IN ACCORDANCE WITH NFPA 252 OR UL 10C WITHOUT THE HOSE STREAM TEST. 7. PER IBC 716.2.2.1.1- FIRE DOOR ASSEMBLIES SHALL ALSO MEET THE REQUIREMENTS FOR A SMOKE AND DRAFT CONTROL DOOR ASSEMBLY AND TESTED IN ACCORD WITH UL1784. THE AIR LEAKAGE RATE OF THE ASSEMBLY SHALL NOT EXCEED 3.0 CUBIC FEET PER MINUTE PER SQUARE FOOT OF DOOR OPENING AT 0.10 INCH (24.9 Pa) OF WATER FOR BOTH THE AMBIENT TEMPERATURE AND ELEVATED TEMPERATURE TESTS. LOUVERS SHALL BE PROHIBITED. INSTALL SMOKE DOORS PER NFPA 105. 8. DOORS IN OTHER FIRE PARTITIONS SHALL MEET REQUIREMENTS OF IBC 716.2.2.2 9. DOORS IN INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS SHALL MEET IBC 716.2.2.3 10. DOORS REQUIRED TO BE FIRE RATED SHALL MEET LABELING REQUIREMENTS OF NFPA 80 AND OTHER PROVISIONS OF IBC 716.2.9 11. DOORS REQUIRED TO MEET SMOKE AND DRAFT CONTROL REQUIREMENTS SHALL MEET LABELING REQUIREMENTS OF UL 1784 WITH THE LETTER 'S', AND SHALL MEET ALL OTHER PROVISIONS OF IBC 716.2.9.3 12. PER IBC 716.2.6.1 FIRE DOORS SHALL BE SELF OR AUTOMATIC CLOSING WITH LATCHING AS REQ.'D AND PER NFPA 80. SMOKE ACTIVATED DOORS SHALL BE PER IBC 716.2.6.6 13. DOOR REQUIRED TO MEET IBC 509.4.2 SHALL BE SELF- OR AUTOMATIC CLOSING UPON DETECTION OF SMOKE IN ACCORDANCE WITH SECTION 716.2.6.6. DOOR SHALL NOT HAVE AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80. 14. GATES OR OVERHEAD DOORS SECURING VEHICULAR ACCESS TO ANY PORTIONS OF THE PARKING GARAGE ARE REQUIRED TO AUTOMATICALLY OPEN UPON ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM. 15. DOORS WITH A FIRE RATING OF "SM" SHALL MEET UL 1784, NFPA 105, AND BE SELF-CLOSING PER IBC 716.2.6.6. 16. SEE SHEET CS048 FOR DOOR AND DOOR HARDWARE ACCESSIBILITY REQUIREMENTS 17. WHERE CARD READER IS LOCATED AT A DOOR ALONG AN ACCESSIBLE ROUTE, ENSURE THE CARD READER, FOR ITS FULL RANGE OF ACTIVATION, IS WITHIN REACH RANGE OF A MIN. 30"X48" CLEAR FLOOR SPACE, SERVED BY A COMPLIANT, ACCESSIBLE ROUTE. DOOR SCHEDULE - TYPE I-A Mark Room Name Room Number Door Type Frame Type Width Height Door Thick. Door Material Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Value Max SHGC U103a SWITCH GEAR U103 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2HR Exterior U103b SWITCH GEAR U103 A 1 4' - 0" 7' - 0" 1 3/4" HM HM 2HR Exterior U105a 2 HR EXIT PASSAGE L122 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Interior U105b PARKING P101 2 6' - 0" 7' - 0" 1 3/4" HM HM NR Interior U105c 2 HR EXIT PASSAGE L122 A 1 3' - 6" 7' - 0" 1 3/4" HM HM 2HR Exterior U106 CORRIDOR L116 2 6' - 0" 7' - 0" 1 3/4" HM HM NR Interior LEVEL B-2 C201a COMMERCIAL C201 B REF ELEV 3' - 0" 8' - 4" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 C201b COMMERCIAL C201 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 C201c COMMERCIAL C201 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Yes Exterior 0.37 C201d COMMERCIAL C201 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior C202 RESTROOM C202 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior C203 RESTROOM C203 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior C204a COMMERCIAL C204 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 C204b COMMERCIAL C204 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 C204c COMMERCIAL C204 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior C205a COMMERCIAL C205 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 C205b COMMERCIAL C205 B REF ELEV 3' - 1 5/8" 8' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 C205c COMMERCIAL C205 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L2ST01E STAIRS 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L2ST01P STAIR P1 ST-01P A 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 L2ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L2ST02E STAIR 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 L2ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L2ST03E STAIR 3E ST-03E B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 L021Ea ELEV LOBBY E L201E B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior L201Eb ELEV LOBBY E L201E B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Interior L201W ELEV LOBBY W L201W B REF ELEV 3' - 6" 7' - 0" 1 3/4"AL AL SM Exterior L202 MEN'S RESTROOM L202 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L202W CORRIDOR L202W B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior L203 WOMEN'S RESTROOM L203 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L204a FITNESS L204 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L204b FITNESS L204 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L205 YOGA L205 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L206 CORRIDOR L206 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Yes Interior L208a EXIT PASSAGE L208 B REF ELEV 4' - 0" 8' - 4" 1 3/4" AL AL NR Exterior L208b EXIT PASSAGE L208 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Yes Exterior 0.37 L208c EXIT PASSAGE L208 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Exterior 0.37 L209 CORRIDOR L209 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 L210 BREEZEWAY L210 3' - 6" 9' - 0"Exterior L211 CORRIDOR L211 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 P201 COMMERCIAL PARKING P201 M PER MFR 20' - 0" 8' - 8" 1 3/4" STL STL NR Exterior S203W RESIDENT STORAGE S203W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S205W RESIDENT STORAGE S205W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S206W RESIDENT STORAGE S206W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U201 EQUIPMENT U201 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior U201W TRASH U201W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U202 EQUIPMENT U202 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior U203 PARKING P202 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Yes Exterior DOOR SCHEDULE - TYPE I-A Mark Room Name Room Number Door Type Frame Type Width Height Door Thick. Door Material Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Value Max SHGC LEVEL B-P1 L001E ELEV VESTIBULE E L001E B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior 0.60 0.38 L001W ELEV VESTIBULE W L001W B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior L002Wa CORRIDOR L002W A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Yes Exterior 0.37 L002Wb CORRIDOR L002W A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Yes Exterior LPST01E STAIR 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 LPST01P STAIR P1 ST-01P C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Yes Exterior LPST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 LPST02E STAIR 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 LPST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior U001 UTILITY U001 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior 0.37 U002 WATER HEATING + PUMP U002 A 1 4' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Exterior U003a MAINTENANCE/ OFFICE U003 B REF ELEV 3' - 2 3/4" 7' - 1" 1 3/4" AL AL NR Exterior U003b MAINTENANCE/ OFFICE U003 N PER MFR 9' - 0" 7' - 0" 1 3/4" STL STL NR Exterior 0.30 0.38 U003d MAINTENANCE/ OFFICE U003 M PER MFR 8' - 0" 7' - 0" 1 3/4" STL STL NR Exterior 0.37 U003e MAINTENANCE/ OFFICE U003 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior 0.37 U004a SWITCH GEAR U004 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior U004b MAINTENANCE/ OFFICE U003 A 1 4' - 0" 7' - 0" 1 3/4" HM HM 2HR Exterior 0.37 U005 SPRINKLER U005 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior 0.37 LEVEL B-1 C101a COMMERCIAL C101 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior C101b COMMERCIAL C101 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 C101c COMMERCIAL C101 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Yes Interior C102 RESTROOM C102 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior C103a DAYCARE C103 BB REF ELEV 6' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 C103b DAYCARE C103 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 C103c DAYCARE C103 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior C103d DAYCARE C103 B REF ELEV 3' - 0" 8' - 0" 1 3/4" AL AL NR Exterior L1ST01E STAIR 1E ST-01E C 1 3' - 10" 7' - 0" 1 3/4" HM HM 3 HR Interior L1ST01S STAIR 1S ST-01S A 1 3' - 0" 8' - 0" 1 3/4" HM HM 2 HR Exterior L1ST02C STAIR COM 2 ST-02C A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Interior L1ST02Ea STAIR 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L1ST02Eb STAIR 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior 0.37 L1ST02W STAIR 2W ST-02W C 1 3' - 8" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L1ST-01C STAIR COM 1 ST-01C A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Yes Interior L1ST-01P STAIR P1 ST-01P A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Yes Exterior 0.37 L1ST-01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Exterior L100a VESTIBULE L100 B REF ELEV 3' - 6" 8' - 0" 1 3/4" AL AL NR Exterior L100b VESTIBULE L100 B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL NR Exterior L101Ea ELEV LOBBY E L101E B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Interior L101Eb ELEV LOBBY E L101E B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior 0.60 0.38 L101Wa ELEV LOBBY W L101W B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Exterior L101Wb ELEV LOBBY W L101W B REF ELEV 3' - 6" 7' - 0" 1 3/4" AL AL SM Interior L102a LEASING OFFICE L102 S REF ELEV 4' - 0" 7' - 0" 1 3/4" AL AL NR Interior L102b LEASING OFFICE L102 S REF ELEV 4' - 0" 7' - 0" 1 3/4" AL AL NR Interior L102c LEASING OFFICE L102 B 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L103 LEASING CORRIDOR L103 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Exterior 0.60 0.38 L104 A. MANAGER L104 B 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L105 MANAGER'S OFFICE L105 B 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L106 MAINT. OFFICE L106 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L107 WORK ROOM L107 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L110 MAIL L110 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L112 RESTROOM L112 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L113 CORRIDOR L113 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L115a BASKETBALL L115 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L115b BASKETBALL L115 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior 0.37 L117a CONFERENCE L117 B 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L117b CONFERENCE L117 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L118a WORK FROM HOME L118 S REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L118b WORK FROM HOME L118 S REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L118c WORK FROM HOME L118 B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L119 CORRIDOR L119 BB 2 6' - 0" 8' - 0" 2" HM HM NR Yes Exterior 0.30 0.37 L120a CORRIDOR L120 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior L120b CORRIDOR L120 A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Exterior 0.37 L120c CORRIDOR L120 BB REF ELEV 6' - 0" 8' - 0" 1 3/4" AL AL NR Yes Exterior 0.60 0.38 L121 2 HR EXIT PASSAGE L121 A 1 4' - 0" 7' - 0" 1 3/4" HM HM 2HR Yes Exterior 0.37 L122 2 HR EXIT PASSAGE L122 A 1 3' - 6" 7' - 0" 1 3/4" HM HM 2HR Yes Exterior 0.37 P101a PARKING P101 M PER MFR 20' - 0" 8' - 4" 1 3/4" STL STL NR Exterior P101b PARKING P101 A 1 3' - 0" 8' - 0" 1 3/4" HM HM NR Exterior S101 PARKING P101 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior S102 CORRIDOR L116 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior S103 PARKING P101 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior S104 STORAGE S104 A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Exterior U101 TRASH U101 AA 2 6' - 0" 7' - 0" 1 3/4" HM HM 2 HR Exterior U102a TRASH U102 M PER MFR 8' - 0" 8' - 4" 1 3/4" STL STL NR Exterior U102b TRASH U102 A 1 3' - 0" 8' - 0" 1 3/4" HM HM NR Exterior U102c TRASH U102 AA 2 6' - 0" 7' - 0" 1 3/4" HM HM 2 HR Exterior 2 2 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 2:08:04 PM DOOR SCHEDULE AB701 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 RESIDENTIAL DOOR SCHEDULE Mark Type Width Height Door Thick. Door Material Frame Material Fire Rating Head Detail Jamb Detail Sill Detail Notes Function Max U-Value Max SHGC R01 A 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior R02 A 3' - 0" 6' - 8" 1 3/8" WD WD NR Interior R03 RR 5' - 0" 6' - 8" 1 3/8" WD WD NR Interior R04 P 4' - 0" 6' - 8" 1 3/8" WD WD NR Interior R05 P 4' - 4" 6' - 8" 1 3/8" WD WD NR Interior R06 P 4' - 8" 6' - 8" 1 3/8" WD WD NR Interior R07 P 5' - 0" 6' - 8" 1 3/8" WD WD NR Interior R08 P 5' - 4" 6' - 8" 1 3/8" WD WD NR Interior R09 A 2' - 6" 6' - 8" 1 3/8" WD WD NR Interior R10 A 2' - 0" 6' - 8" 1 3/8" WD WD NR Interior R11 R 3' - 0" 6' - 8" 1 3/8" WD WD NR Interior R23 5' - 6" 9' - 0"NR Interior RE1 B 3' - 0" 7' - 0"NR Exterior 0.30 0.38 RE2 B 3' - 0" 7' - 0"NR Exterior 0.30 0.38 RE3 B 3' - 0" 7' - 10"NR Exterior 0.30 0.38 RE4 B 3' - 0" 7' - 10"NR Exterior RE05 B 8' - 4" 1 3/4" AL AL NR Exterior 0.60 0.38 RE06 B 3' - 0" 8' - 2" 1 3/4" AL AL NR Exterior 0.60 0.38 DOOR SCHEDULE - TYPE V-A Mark Room Name Room Number Door Type Frame Type Width Height Door Thick. Door Material Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Valu e Max SHGC S604W RESIDENT STORAGE S604W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S605E BIKE STORAGE S605E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S605W RESIDENT STORAGE S605W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S606W RESIDENT STORAGE S606W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U601E UTILITY U601E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U601W TRASH W U601W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U602E MOP U602E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U602Wa METER ROOM U602W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U602Wb CORRIDOR L602W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U603E METER ROOM U603E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U604E UTILITY U604E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U605E METER ROOM U605E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U606E TRASH U606E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior LEVEL B-7 L7ST01E STAIR 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L7ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L7ST02E STAIRS 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L7ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L701E ELEV LOBBY E L701E B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L701W ELEV LOBBY W L701W B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L702E CORRIDOR L702E AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L702W ROOF DECK L704W B 1 3' - 0" 7' - 10" 1 3/4" HM HM NR Exterior 0.30 0.38 L702W CORRIDOR L702W AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L703Wa COMMUNITY ROOM L703W B 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior L703Wb COMMUNITY ROOM L703W B 1 3' - 0" 7' - 10" 1 3/4" HM HM NR Exterior 0.30 0.38 S701W BIKE STORAGE S701W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S702E RESIDENT STORAGE S702E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S702W RESIDENT STORAGE S702W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S703W RESIDENT STORAGE S703W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S704E RESIDENT STORAGE S704E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S704W RESIDENT STORAGE S704W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S705E BIKE STORAGE S705E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S705W RESIDENT STORAGE S705W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S706W RESIDENT STORAGE S706W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U700E ELEV CONTROL U700E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U701E UTILITY U701E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U701W TRASH U701W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U702E MOP U702E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U702W ELEV CONTROL U702W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U703E ELECT. U703E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U704E UTILITY U704E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U705E UTILITY U705E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR No Interior U706E TRASH U706E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior TOP PL. B LRST01E STAIR 1E ST-01E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Exterior 0.37 LRST01W STAIR 1W ST-01W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2 HR Exterior 0.37 DOOR SCHEDULE - TYPE V-A Mark Room Name Room Number Door Type Frame Type Width Height Door Thick. Door Material Frame Material Fire Rating Panic Hardware Head Detail Jamb Detail Sill Detail Door Notes Hardware Group Function Max U-Valu e Max SHGC LEVEL B-3 L3ST01E STAIR 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L3ST01S STAIR 1S ST-01S A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2HR Yes Exterior L3ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L3ST02E STAIRS 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L3ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L3ST03E STAIR 3E ST-03E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Interior L301E ELEV LOBBY E L301E B REF ELEV 3' - 6" 7' - 0" 1 3/4"AL AL SM Interior L301W ELEV LOBBY W L301W B REF ELEV 3' - 6" 7' - 0" 1 3/4"AL AL SM Interior L302E CORRIDOR L302E AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L302W CORRIDOR L302W AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L303Ea AMENITY L303E B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Interior L303Eb AMENITY L303E D PER MFR 15' - 0" 7' - 0" 1 3/4" AL AL NR Exterior 0.30 0.38 L303Ec AMENITY L303E A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Exterior 0.37 0.38 L303Ed AMENITY L303E A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Interior L303W CORRIDOR L303W A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Exterior 0.37 0.38 L304E MEN'S RESTROOMS L304E A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L305E WOMEN'S RESTROOMS L305E A 1 3' - 0" 7' - 0" 1 3/4" HM HM NR Interior L306Ea CORRIDOR L306E B REF ELEV 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Interior L306Eb CORRIDOR L306E A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Exterior 0.37 0.38 L307Ea VESTIBULE L307E A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Exterior 0.37 0.38 L307Eb VESTIBULE L307E A 3 3' - 0" 7' - 0" 1 3/4" AL AL NR Yes Interior S301E BIKE STORAGE S301E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S301W BIKE STORAGE S301W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S302E RESIDENT STORAGE S302E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S302W RESIDENT STORAGE S302W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S303W RESIDENT STORAGE S303W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S304E RESIDENT STORAGE S304E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S304W RESIDENT STORAGE S304W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S305E BIKE STORAGE S305E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S305W RESIDENT STORAGE S305W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S306W RESIDENT STORAGE S306W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U301E UTILITY U301E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U301W TRASH W U301W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U302E MOP U302E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U302W UTILITY U302W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U303E CORRIDOR L302E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U305E UTILITY U305E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U306E CORRIDOR L302E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior LEVEL B-4 L4ST01E STAIR 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L4ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L4ST02E STAIRS 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L4ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L401E ELEV LOBBY E L401E B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L401W ELEV LOBBY W L401W B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L402E CORRIDOR L402E AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L402W CORRIDOR L402W AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior S401E BIKE STORAGE S401E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S401W BIKE STORAGE S401W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S402E RESIDENT STORAGE S402E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S402W RESIDENT STORAGE S402W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S403W RESIDENT STORAGE S403W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S404E RESIDENT STORAGE S404E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S404W RESIDENT STORAGE S404W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S405E BIKE STORAGE S405E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S405W RESIDENT STORAGE S405W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S406W RESIDENT STORAGE S406W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U401E UTILITY U401E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U401W TRASH W U401W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U402E MOP U402E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U402Wa METER ROOMS U402W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U402Wb CORRIDOR L402W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U403E METER ROOM U403E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U404E UTILITY U404E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U405E METER ROOM U405E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Yes Interior U406E TRASH U406E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior LEVEL B-5 L5ST01E STAIR 1E ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L5ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L5ST02E STAIRS 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L5ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L501E ELEV LOBBY E L501E B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L501W ELEV LOBBY W L501W B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L502E CORRIDOR L502E AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L502W CORRIDOR L502W AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior S501E BIKE STORAGE S501E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S501W BIKE STORAGE S501W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S502E RESIDENT STORAGE S502E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S502W RESIDENT STORAGE S502W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S503W RESIDENT STORAGE S503W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S504E RESIDENT STORAGE S504E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S504W RESIDENT STORAGE S504W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S505E BIKE STORAGE S505E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S505W RESIDENT STORAGE S505W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S506W RESIDENT STORAGE S506W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U501E UTILITY U501E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U501W TRASH W U501W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior U502E MOP U502E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U502W UTILITY U502W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U503E ELECT. U503E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U504E UTILITY U504E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior U505E UTILITY U505E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR No Interior U506E TRASH U506E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 2 HR Interior LEVEL B-6 L6ST01E STAIR E1 ST-01E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L6ST01W STAIR 1W ST-01W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L6ST02E STAIRS 2E ST-02E C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L6ST02W STAIR 2W ST-02W C 1 3' - 0" 7' - 0" 1 3/4" HM HM 3 HR Yes Interior L601E ELEV LOBBY E L601E B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L601W ELEV LOBBY W L601W B REF ELEV 3' - 7" 7' - 0" 1 3/4"AL AL SM Interior L602E CORRIDOR L602E AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior L602W CORRIDOR L602W AA 2 3' - 0" 7' - 0" 1 3/4" HM HM 1 1/2HR Yes Interior S601E BIKE STORAGE S601E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S601W BIKE STORAGE S601W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S602E RESIDENT STORAGE S602E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S602W RESIDENT STORAGE S602W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S603W RESIDENT STORAGE S603W A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior S604E RESIDENT STORAGE S604E A 1 3' - 0" 7' - 0" 1 3/4" HM HM 1/3 HR Interior 2 2 2 2 2 2 12/22/2021 Permit Rev. 1 - East and West Tower WEST TOWER BUILDING PERMIT SUBMITTAL FIN. FLR. A1 A2 A4 B1 B2 C1 SG 2x4 TRIM TYP C2 C3 C58' - 8"2' - 0"8' - 5"2' - 0"B1S B2S SG SG SGSG SG SAFETY GLASS FOR B1S & B2S ONLY 3' - 0"4' - 6"2' - 6" 6' - 0"3' - 3"NO TRIM C7 A1S SAFETY GLASS FOR A1S & A2S ONLY SGSG A5 FIN. FLR. D1 D2 E1 E2 E4 NO TRIM 1' - 6"4' - 6"1' - 6"6' - 0"3' - 3" 2x4 TRIM TYP 2x4 TRIM TYP 3' - 0"2' - 6"3' - 0"4' - 6"3' - 0"5' - 0"B3S SG SG SG 1' - 6"6' - 4"4' - 6"1' - 6"5' - 0" 2' - 4" 2' - 8" D3 1' - 6"6' - 6"5' - 0"1' - 6"2x4 TRIM TYP 2' - 6" D4 D5 NO TRIM 1' - 6"6' - 6"5' - 0"1' - 6"3' - 6"3' - 3"1' - 6"6' - 6"1' - 6"5' - 0"3' - 0"5' - 0"3' - 0"4' - 6"2' - 2" 3' - 10" 6' - 0" 2' - 2" 3' - 10" 6' - 0" A2S SGSG 1' - 6"6' - 0"4' - 6"1' - 6"2' - 4" 3' - 8" 6' - 0"5' - 0"1' - 6"1' - 6"6' - 6"2' - 4" 3' - 8" 6' - 0"3' - 0"5' - 0"2' - 6"8' - 4"2' - 0"3' - 6"4' - 6"1' - 6"1' - 6"6' - 0"2' - 6"3' - 0"3' - 0"5' - 0"SG SAFETY GLASS FOR C1S ONLYC1S C8 C93' - 0"4' - 6"3' - 0"5' - 0"3' - 0"3' - 0" D6 2x4 TRIM TYP D7 3' - 0"3' - 0"1' - 6"6' - 0"4' - 6"1' - 6"5' - 0"1' - 6"1' - 6"6' - 6"C10 8' - 4"2' - 0"3' - 0"3' - 0"4' - 6"3' - 0"5' - 0"2' - 2" 2' - 10"2' - 2" 2' - 10" 5' - 0"5' - 0" 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:43 PM WINDOW SCHEDULE AB710 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 GENERAL VINYL WINDOWS NOTES: 1. " " DENOTES SAFETY GLAZING IN LOCATIONS PER 2018 IBC 2406. 2. 3'-0" VENT CLEARANCE TO OPENINGS REQUIRED. WINDOW TO NOT BE OPERABLE IF CLEARANCE CANNOT BE MET. 3. FOR JAMB HEAD & SILL DETAILS COORDINATE TYPICAL REFERENCED DETAILS WITH WALL TYPE CONDITIONS NOTED IN PLANS & ELEVATIONS. 4. WINDOW SILL HEIGHTS ARE MEASURED FROM TOP OF CONCRETE SLAB AT PODIUM LEVELS (LEVELS 1-3), AND TO TOP OF SUBFLOOR AT LEVELS 4 TO 7, TYP, UNO. 5. SEE ELEVATIONS FOR OPPOSITE HAND WINDOWS WINDOW SCHEDULE TYPE Width Height Color Material Min. STC Rating* Max U-Value Max SHGC COMMENTS A1 6' - 0" 4' - 6" VINYL 0.30 0.38 A1S 6' - 0" 4' - 6" VINYL 0.30 0.38 A2 6' - 0" 5' - 0" VINYL 0.30 0.38 A2S 6' - 0" 5' - 0" VINYL 0.30 0.38 A4 5' - 0" 4' - 6" VINYL 0.30 0.38 A5 5' - 0" 5' - 0" VINYL 0.30 0.38 B1 6' - 0" 6' - 0" VINYL 0.30 0.38 B1S 6' - 0" 6' - 0" VINYL 0.30 0.38 B2 6' - 0" 6' - 6" VINYL 0.30 0.38 B2S 6' - 0" 6' - 6" VINYL 0.30 0.38 B3S 5' - 0" 6' - 0" VINYL 0.30 0.38 C1 2' - 6" 4' - 6" VINYL 0.30 0.38 C1S 2' - 6" 4' - 6" VINYL 0.30 0.38 C2 2' - 6" 5' - 0" VINYL 0.30 0.38 C3 6' - 0" 2' - 0" VINYL 0.30 0.38 C5 3' - 3" 2' - 0" VINYL 0.30 0.38 C7 3' - 6" 2' - 0" VINYL 0.30 0.38 C8 3' - 0" 4' - 6" VINYL 0.30 0.38 C9 3' - 0" 5' - 0" VINYL 0.30 0.38 C10 3' - 0" 2' - 0" VINYL 0.30 0.38 D1 2' - 6" 6' - 0" VINYL 0.30 0.38 D2 3' - 3" 6' - 0" VINYL 0.30 0.38 D3 2' - 6" 6' - 6" VINYL 0.30 0.38 D4 3' - 6" 6' - 6" VINYL 0.30 0.38 D5 3' - 3" 6' - 6" VINYL 0.30 0.38 D6 3' - 0" 6' - 0" VINYL 0.30 0.38 D7 3' - 0" 6' - 6" VINYL 0.30 0.38 E1 3' - 0" 4' - 6" VINYL 0.30 0.38 E2 3' - 0" 5' - 0" VINYL 0.30 0.38 E4 2' - 6" 5' - 0" VINYL 0.30 0.38 1/4" = 1'-0" WINDOW SIZE TYPES SG NO. DATE DESCRIPTION PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION FCP PANEL ALUM VERTICAL TRIM 1X PT WD FURRING FCP PANEL 1X CONT PT WOOD BATTEN WRB ON 5/8" TYPE X GWB ALUM CLOSURE FCP PANEL ALUM CORNER TRIM FCP SIDING WRB 1X PT WD BATTENS GYP BD SHTHNG HORIZONTAL TRIM FCP PANEL ON 1X PT WD BATTENS FCP SOFFIT ON FURRING WRB GYP SHEATHING CLOSURE TRIM - PROVIDE 1/8" GAP NO SEALANT BUG SCREEN FCP PANEL VENT STRIP W/BUG SCREEN 1X PT FURRING SOFFIT MATERIAL PER PLANS PRE FIN MTL FLASHING 1/8" 2"CLOSURE TRIM FCP PANEL 1X CONT PT WOOD BATTEN WRB ON 5/8" TYPE X GWB ALUM CLOSURE FCP PANEL DRAINAGE FLASHING PEDESTAL PAVER SYSTEM 1X PT WD FURRING VENT STRIP W/BUG SCREEN FCP PANEL FCS-01 FURRING FCS-03 WRB PER SPEC 1/2"PREFINISHED DRAINAGE FLASHING FCS-01 PREFINISHED DRAINAGE FLASHING GAP-NO SEALANT FURRING4" MAXWRB PER SPEC FCS-01 ALUM TRIM FCS-01 FURRING FCS-03 FCS MANUF STARTER TRACK WRB PER SPEC PREFINISHED DRAINAGE FLASHING FCS-01 EASY TRIM EZ-11 OR SIM FURRING FCS-03 WRB PER SPEC CLOSURE SPLINE PER ACM-01 MANUF ACM-01 WRB PER SPEC ACM-01 WRB PER SPEC CLOSURE SPLINE PER ACM-01 MANUF ACM-01 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE REVISIONS 9/28/2021 11:56:46 PM SIDING DETAILS AB800 SG 20006 Solera Renton Building B WEST TOWER BUILDING PERMIT SUBMITTAL September 29, 2021 3" = 1'-0"6 FCP SIDING - VERT JOINT 3" = 1'-0"8 FCP SIDING - VERT INSIDE CORNER 3" = 1'-0"7 FCP SIDING - OUTSIDE CORNER @ TYPE V 3" = 1'-0"3 FCP SIDING - HORIZ JOINT 3" = 1'-0"5 FCP SIDING - HORIZ EAVE FLASHING 3" = 1'-0"2 FCP SIDING - BASE FLASHING 3" = 1'-0"4 FCP SIDING - ANGLED INSIDE CORNER 3" = 1'-0"1 FCP SIDING (CEDAR SIM) - BASE FLASHING @ PAVERS NO. DATE DESCRIPTION 3" = 1'-0"9 HORIZ JOINT FCS-01 TO FCS-03 3" = 1'-0"10 FCS-01 THROUGH WALL FLASHING 3" = 1'-0"11 HORIZ JOINT FCS-03 TO FCS-01 3" = 1'-0"12 FCS-03 TO FCS-01 - VERT JOINT 3" = 1'-0"13 ACM-01 - VERT OUTIDE CORNER 3" = 1'-0"14 ACM-01 - ANGLED VERT OUTSIDE CORNER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/07/2021 MKamphaus BUILDING DIVISION FURRING PREFINISHED DRAINAGE FLASHING GAP-NO SEALANT4" MAXALUM TRIM FCS-01 MP-1 EXTERIOR WALL PER PLAN WB, SEE BE WALL TYPE PER PLAN EXTERIOR SHEATHING FURRING FLASHING w/HEMMED DRIP EDGE w/CAULKING BELOW VENEER CAP SUPPORT ANGLE IF REQ'D PER ADHERED MASONY MANUF. PRECAST VENEER CAP ADHERED MASONRY VENEER VENEER BACKING PER ASSEMBLY DRIP KERF INSECT SCREEN FCS-01 WB, SEE BE CLOSURE SPLINE PER ACM-01 MANUF WRB PER SPEC ACM-01 WRB PER SPEC CLOSURE SPLINE PER ACM-01 MANUF ACM-01 ACM-01 WRB, SEE BE ACM PANEL FRAME EXTRUSION FIELD CLIP ALUM. SPLINE ACM PANEL WRB, SEE BE ACM PANEL FRAME EXTRUSION FIELD CLIP ALUM. SPLINE ACM PANEL ACM PANEL FRAME EXTRUSION STARTER TRACK WRB, SEE BE ALUM. SPLINE FIELD CLIP FRAME EXTRUSION ACM PANEL EXTERIORINTERIOR METAL REVEAL PANEL PER MFR CLOSURE TRIM 1/2"FCS-01 ACM PANEL EXTERIOR WATER REPELLENT/ANTI GRAFITTI COATING CONCRETE CURB/STEM WALL PER PLAN CONCRETE PAVINGVARIESWALL ASSEMBLY PER PLANS 1"3/4" CHAMFER, TYP. SEALANT& BACKER ROD PER BE, TYP MINRL FBR INS BD WB, SEE BE WB, SEE BE ACM-01 WALL ASSEMBLY PER PLAN SEMI-RIGID INSULATION WB, SEE BE MTL THROUGH FLASH W/ 1/2" DRIP MTL SOFFIT CLEAT BRK-01 ACM-01 FCS-01 WB, SEE BE VINYL WINDOW - SEE WINDOW SCHEDULE SHIM AS REQD PER WINDOW MANUFACTURER SEALANT SEALANT & BACKER ROD PENETRATION FLASHING & AIR BARRIER LAP - SEE BE MTL FLASHING W/8% MIN SLOPE1"SEE VERT ASSEMBLY TYPES RAINSCREEN VENT SPACE - SEE BE FOR VENTING TERMINATIONS 3/4" PREPRIMED MDF SILL TRIM PER INTERIORS SCHEDULE EXTERIOR TRIM FCS-01 WB, SEE BE VINYL WINDOW - SEE WINDOW SCHEDULE SEE VERT ASSEMBLY TYPES AB801 16 FLASHING, SEE BE TRIM 6" 9" EXTERIORINTERIOR METAL FLASHING ACM-01 WEATHER RESISTANT BARRIER. SEE BE WALL ASSEMBLY PER PLAN 11959 REGISTERED ARCHITECT STATE OF WASHINGTONSCOTT W GLAZEBROOK SHEET TITLE SHEET TITLE © 2021 TiSCARENO ASSOCIATES PS PLOTTED: Tiscareno Associates PS 1200 Sixth Avenue, Suite 605 Seattle, WA 98101 T: 206.325.3356 F: 206.701.9769 MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS PROJECT PROJECT NO. ISSUE DATE PRINCIPAL IN CHARGE 8/30/2021 Podium Bldg. Permit Submittal 9/29/2021 East Tower Bldg. Permit Submittal 9/29/2021 West Tower Bldg. Permit Submittal NO. DATE DESCRIPTION 12/22/2021 3:09:10 PM SIDING DETAILS AB801 SG 20006 Solera Renton Building B TOWER BUILDING PERMIT SET December 22, 2021 3" = 1'-0"9 HORIZ JOINT MP-1 TO FCS-01 3" = 1'-0"10 STONE AT FCS SILL 3" = 1'-0"4 ACM-01 - VERT OUTIDE CORNER 3" = 1'-0"5 ACM-01 - ANGLED VERT OUTSIDE CORNER 3" = 1'-0"2 ACM PANEL - HORIZ. JOINT 3" = 1'-0"3 ACM PANEL - VERT. JOINT 3" = 1'-0"7 ACM PANEL - INSIDE CORNER 3" = 1'-0"8 ACM PANEL TO FCP PANEL 3" = 1'-0"1 BRICK SILL AT CONCRETE 3" = 1'-0"6 ACM PANEL - THRU-WALL FLASHING 3" = 1'-0"16 SILL - VINYL WINDOW AT FCS-01 1 1/2" = 1'-0"11 SILL - VINYL WINDOW AT BAND 1 1/2" = 1'-0"12 STOREFRONT HEAD/SILL @ MTL STUD W/ ACM PANEL 2 12/22/2021 Permit Rev. 1 - East and West Tower 2 WEST TOWER BUILDING PERMIT SUBMITTAL VERIFY w/ WINDOW FRAME1 24"12"COVER SHEETKRMKRMBEB0.00TYPICAL HEAD FLASHINGVICINITY MAPSHEET INDEXSITE MAPA.B.AIR BARRIERABV.ABOVEAFFABOVE FINISHED FLOORALALIGNALT.ALTERNATEALUM.ALUMINUMAPPROX.APPROXIMATEARCH.ARCHITECTBEBUILDING ENVELOPEBLDGBUILDINGBLW.BELOWBLKGBLOCKINGB.O.BOTTOM OFCIPCAST-IN-PLACECLGCEILINGCLR.CLEARCMUCONCRETE MASONRY UNITCONC.CONCRETECONT.CONTINUOUSDET.DETAILDIADIAMETERDNDOWNDRDOORDSDOWNSPOUTDWG (S)DRAWING(S)(E)EXISTINGEA.EACHEGEMERGENCY EGRESSELEV.ELEVATOREXT.EXTERIORFAFLUID APPLIEDFAPFFLUID APPLIEDPENETRATION FLASHINGFCFIBER CEMENTFCPFIBER CEMENT PANELFDFLOOR DRAINFECFIRE EXTINGUISHERCABINETFLRFLOORFOUND.FOUNDATIONFRFIRE RATING/FIRE RATEDFTFOOT / FEETFTG.FOOTINGF.V.FIELD VERIFYGA.GAUGEGALV.GALVANIZEDG.C.GENERAL CONTRACTORGWBGYPSUM WALL BOARDGSMGALVANIZED SHEET METALHDHEADHDGHOT-DIPPED GALVANIZEDHDR.HEADERHMDHOLLOW METAL DOORHORZ.HORIZONTALHT.HEIGHTHTSAMHIGH-TEMP SELF-ADHEREDMEMBRANEIN.INCHINSUL.INSULATIONINT.INTERIORLFLINEAL FOOT (FEET)LGFLIGHT GAUGE FRAMINGMANUF.MANUFACTURERMAX.MAXIMUMMECH.MECHANICALMIN.MINIMUMMISCMISCELLANEOUSMRMOISTURE RESISTANTMTLMETAL(N)NEWNFVANET FREE VENT AREANTSNOT TO SCALEo/OVERO.C.ON CENTEROPP.OPPOSITEOPT.OPTIONALPLPROPERTY LINEP.T.PRESSURE TREATEDR.OROUGH OPENINGR.S.RAINSCREENSAMSELF-ADHERED MEMBRANESHTGSHEATHINGSFSQUARE FOOT (FEET)SIM.SIMILARSGDSLIDING GLASS DOORSOGSLAB-ON-GRADESMSHEET METALSPFSPRAY FOAM INSULATIONSSTLSTAINLESS STEELS.S.D.SEE STRUCTURALDRAWINGSTERM.TERMINATIONT&GTONGUE AND GROOVET.O.TOP OFTYP.TYPICALU.N.O.UNLESS NOTEDOTHERWISEVERT.VERTICALw/WITHWDWOODWDWWINDOWWPWATERPROOF(ING)WRBWEATHER RESISTIVEBARRIERABBREVIATIONSMATERIAL SYMBOL KEYUNDISTURBED ORCOMPACTED SOILCONCRETEMASONRY (CMU OR BRICK)EXPOSED WOODCONTINUOUS WOODFRAMINGNON-CONTINUOUSPLYWOODGWB, 58" TYPE-X U.N.O.BATT INSULATIONSPRAY FOAM INSULATIONRIGID INSULATION38" SEALANT JOINT w/BACKER ROD U.N.O.TYPICAL SEALANT JOINT12"NOTES:1.24 GAUGE PRE-FINISHED SHEET METAL, U.N.O.2.12" FOLDED END DAMS, EXTEND 12" PAST WINDOWFRAME, EACH SIDE, TYPICAL.NOTES:1.TYPICAL WIDTH TO DEPTH RATIO OF 2:1, STANDARD.2.HYBRID CELL BACKER ROD RECOMMENDED (i.e.NOMANCO SOFROD).3.BACKER ROD TO BE 25% LARGER THAN OPENING,TYPICAL.BUILDING TO BE CONSTRUCTED UNDER THE FOLLOWING JUDICIAL CODES·2018 INTERNATIONAL BUILDING CODE (AS AMENDED BY THE LOCAL JURISDICTION)·2018 WASHINGTON STATE ENERGY CODE·REVISED CODE OF WASHINGTON·EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, v3.0.1AUTHORITY HAVING JURISDICTION·CITY OF RENTONDEVELOPERDEVCO, INC.10900 NE 8TH STREETSUITE 1200BELLEVUE, WASHINGTON 98004ARCHITECTTISCARENO ASSOCIATES, PS1200 6TH AVENUE, SUITE 605SEATTLE, WASHINGTON 98101CONTACT: MICHAEL WILLIS <MichaelW@tiscareno.net>BUILDING ENCLOSURE CONSULTANTOAC SERVICES, INC.2200 1ST AVENUE SOUTHSUITE 200SEATTLE, WASHINGTON 98134CONTACT: KERRY MAY <kmay@oacsvcs.com>SHEET #TITLEREVISIONSPERMIT - WEST TOWER2021-09161 234501BEB0.00COVER SHEET●02BEB0.01GENERAL BUILDING ENCLOSURE NOTES●03BEB0.02PRODUCT MATRIX●04BEB0.03PRODUCT MATRIX●05BEB0.04AIR BARRIER SECTIONS●06BEB0.05AIR BARRIER DETAILS●07BEB0.06AIR BARRIER DETAILS●08BEB1.00ROOF PLAN●09BEB2.00ELEVATIONS●10BEB2.01ELEVATIONS●11BEB5.00WINDOW WRAP SEQUENCE●12BEB5.01WINDOW & DOOR DETAILS●13BEB5.02WINDOW & DOOR DETAILS●14BEB5.03WINDOW & DOOR DETAILS●15BEB5.04EXTERIOR DETAILS●16BEB5.05EXTERIOR DETAILS●17BEB5.06EXTERIOR DETAILS●18BEB5.07EXTERIOR DETAILS●19BEB6.00ROOF DETAILS●20BEB6.01ROOF DETAILS●21BEB6.02ROOF DETAILS●THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPROJECT SITEPROJECT SITEPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION GENERAL BUILDINGENCLOSURENOTESKRMKRMBEB0.01REFER TO ARCHITECTURAL SPECIFICATIONS FOR MORE INFORMATION. THE FOLLOWING NOTES,SPECIFICATIONS AND PRODUCT RECOMMENDATIONS ARE SUBJECT TO OWNER/ DEVELOPER APPROVAL.ALWAYS CONSULT MANUFACTURER'S WRITTEN LITERATURE FOR SURFACE PREPARATION, INSTALLATIONREQUIREMENTS, AND ACCESSORY MATERIALS. NOT ALL PRODUCTS MAY APPLY, VERIFY WITH ARCHITECT. THE PROJECT WILL CONFORM TO THE FOLLOWING CODES AND STANDARDS:·2018 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL JURISDICTION·2018 WASHINGTON STATE ENERGY CODE (WSEC)·REVISED CODE OF WASHINGTON (RCW)·EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS), VERSION 3.0.1A.GENERAL NOTES1.ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGSAND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION.2.THE BUILDING ENCLOSURE (BE) DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURALDRAWINGS AND ANY OTHER APPLICABLE DRAWINGS FOR BIDDING PURPOSES ONLY.3.DIMENSIONS PROVIDED ON BUILDING ENCLOSURE DRAWINGS SHALL BE USED FOR BIDDINGPURPOSES ONLY. CONTRACTOR VERIFY ALL DIMENSIONS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.5.DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILARDETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THEARCHITECT AND THE BUILDING ENCLOSURE CONSULTANT.6.SPECIAL INSPECTION SHALL BE PERFORMED BY A WABO CERTIFIED TESTING AGENCY DESIGNATEDBY THE ARCHITECT AND APPROVED BY THE OWNER. INSPECTION AGENCIES DUTIES SHALL INCLUDETHE FOLLOWING:a.VERIFICATION OF STRUCTURAL MEMBER SIZESb.VERIFICATION OF SPECIFIED STRESS GRADES OF STRUCTURAL MEMBERSc.INSPECTION OF FRAMING ANCHORS, AND BOLTED AND NAILED CONNECTIONSd.INSPECTION OF SHEATHING NAILING SIZE, SPACING, AND INSTALLATIONe.INSPECTION FOR COMPLETENESS OF STRUCTURAL SYSTEM AS DESCRIBED IN THECONTRACT DOCUMENTS7.PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASEDON THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER ISRESPONSIBLE FOR CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALLNECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL ORSTRUCTURAL DRAWINGS.8.ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BEPRESSURE-TREATED WITH AN APPROVED PRESERVATIVE. ALL REPLACEMENT DECK POSTS SHALLBE PRESSURE-TREATED.B.SPECIFICATIONS: REFER TO PROJECT SPECIFICATION MANUAL ISSUED AS PART OF THE CONTRACTDOCUMENTS AND SHEETS BE0.02 AND BE0.03 (RECOMMENDED PRODUCT MATRIX) FOR INFORMATIONSUPPLEMENTAL TO THESE DRAWINGS.C.COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND ACCURACY OF THEDRAWINGS; TO CONFIRM AND CORRELATE ALL QUANTITIES AND DIMENSIONS; FOR SELECTINGFABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY; AND FOR PERFORMING THE WORK IN A SAFEAND RESPONSIBLE MANNER.D.DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THE GENERAL NOTES, SPECIFICATIONS, PLANS,DETAILS, OR REFERENCE STANDARDS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH SHALLGOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ENCLOSURECONSULTANT AND ARCHITECT BEFORE PROCEEDING WITH THE WORK.E.PROJECT CLOSE-OUT: PROJECT CLOSE-OUT DOCUMENTATION IS REQUIRED INCLUDING APPLICABLEWSEC ENVELOPE COMPLIANCE FORMS AND CALCULATIONS, AND FENESTRATION NFRC RATINGCERTIFICATIONS.F.THE AIR BARRIER SYSTEM1.AIR LEAKAGE - THERMAL ENVELOPE (MANDATORY) - THE AIR BARRIER SYSTEM SHALL HAVE THEFOLLOWING CHARACTERISTICS, PER THE 2018 WASHINGTON STATE ENERGY CODE, SECTION C402.5.2.A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOPE.THE AIR BARRIERS SHALL BE PERMITTED TO BE LOCATED ON THE INSIDE OR OUTSIDE OF THEBUILDING ENVELOPE, LOCATED WITHIN THE ASSEMBLIES COMPOSING THE ENVELOPE, OR ANYCOMBINATION THEREOF.a.THE TYPICAL LINE OF THE AIR BARRIER SHOULD BE TREATED AT THE EXTERIOR OF THEWALL (AIR- AND WATER-BARRIER, "AWB"), INTEGRATED WITH THE GLAZING ANDPENETRATIONS, AND CONNECTED TO THE ROOF ASSEMBLY (AT TOP PLATE TO RAFTERCONNECTION - ATTIC SPACE NOT INCLUDED) AND POST-TENSIONED CONCRETE PODIUMSLAB (WHERE APPLICABLE). SUBSEQUENT LOWER FLOORS ARE ENCOMPASSED IN THEAIR BARRIER THROUGH THE CONCRETE CAST-IN-PLACE SLAB & FOUNDATION WALLS, ANDEXTERIOR WALL ASSEMBLIES, SIMILAR TO AS NOTED ABOVE. PENETRATIONS WITHINSHARED PARTY WALL GWB SHOULD BE MINIMAL TO PREVENT LATERAL AIR LOSS BETWEENUNITS AND PENETRATIONS THROUGH THE GWB WALLS. GWB CEILINGS ARE TO BE SEALEDAND PRECISE.3.COMPONENTS TO BE ADDRESSED ARE AS FOLLOWS (BUT NOT LIMITED TO):a.RIM JOIST BAY AT EXTERIOR WALLSb.BASE OF WALL AT GROUND FLOORc.WINDOW & DOOR PENETRATIONSd.EXTERIOR WALL PENETRATIONS (HOSE BIBS, SPRINKLERS, LIGHT FIXTURES, PIPES, ETC.)e.VENT PENETRATIONS THROUGH EXTERIOR WALL AND/OR ROOFf.PENETRATIONS THROUGH CONCRETE WALLS (WITH ADJACENT CONDITIONED SPACE).4.C402.5.1.2 BUILDING TESTa.THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THEBUILDING ENVELOPE SHALL NOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCEINTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BYTHE CODE OFFICIAL.b.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUALINSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BESEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THECORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDINGOWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THELEAKAGE AIR RATE WILL BE WAIVED.c.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THETEST COMPLETED AGAIN. A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.5.REFERENCE SHEET BE0.04 FOR TYPICAL BUILDING SECTIONS DEPICTING THE RECOMMENDED LINEOF THE AIR BARRIER AND SHEET BE0.05 FOR TYPICAL AIR BARRIER CONTINUITY AND CONNECTIONDETAILS.G.WEATHER-RESISTIVE BARRIER (WRB)1.THE WEATHER-RESISTIVE BARRIER (WRB) SHALL BE INSTALLED CONTINUOUSLY IN A MONOLITHICSTYLE. THE WRB SHALL ENCOMPASS ALL CONDITIONED SPACES ADJACENT TO THE EXTERIORELEMENTS; CONNECTING THE BELOW GRADE WATERPROOFING SYSTEM TO THE CONCRETE PODIUMTO THE FRAMED WALL PANELS AND ROOFING. THIS INCLUDES ALL PENETRATIONS INCLUDINGWINDOWS AND DOORS AND EXTERIOR WALL PENETRATIONS. REFER TO THE BUILDING ENCLOSURESHEETS FOR ADDITIONAL INFORMATION CLARIFYING WATERPROOFING REQUIREMENTS FOR PIPE,DUCT AND SIMILAR PENETRATIONS THROUGH EXTERIOR WALLS. THESE PENETRATIONS MAY BEADDRESSED BY THE USE OF A TARGET DETAIL WITH SEALANT OR BY THE USE OF FLASHING PANELINTEGRATED WITH THE WEATHER-RESISTIVE BARRIER SYSTEM.2.ALL SEAMS (VERTICAL AND HORIZONTAL) ARE TO RECEIVE A CONTINUOUS BEAD OF SEALANT ANDTO BE ROLLED OR PRESSED TO ENSURE A CONTINUOUS SEAL. REFERENCE DETAIL 9/XBE6.01,TYPICAL.3.APPROVED PRODUCTS:a.DuPONT: TYVEK DRAINWRAP4.SUPPLEMENTAL MATERIALS:a.DuPONT: STRAIGHTFLASHb.DuPONT: FLEXWRAP NFc.DuPONT: FLASHING TAPE5.ALTERNATE MATERIALS:a.CONSULT OWNER AND BUILDING ENCLOSURE CONSULTANTH.WINDOW PENETRATION FLASHING SEQUENCE1.REFERENCE APPROVED WINDOW WRAP SEQUENCE - SHEET BE5.002.INSTALL A "PAN" FLASHING ASSEMBLY AT THE SILL AND PENETRATION FLASHINGS AT THE JAMBSAND HEAD FOR STOREFRONT AND FLANGED WINDOW ASSEMBLIES. PENETRATION FLASHINGSYSTEM TO BE CONTINUOUS AT HEAD, JAMBS, AND SILL; SEAL CORNERS WITH FLEXIBLE MEMBRANE(SAM), PER THE WINDOW WRAP SEQUENCE. THIS PENETRATION FLASHING WILL PROTECT THEFRAMING AND DIRECT SUBSEQUENT MOISTURE TO THE SILL AND EJECT TO THE EXTERIOR.3.AFTER STOREFRONT OR FLANGED WINDOWS ARE INSTALLED, PROVIDE A CONTINUOUS SEALANTJOINT WITH BACKER ROD AT THE INTERIOR SHOULDER OF THE WINDOW/DOOR. SIZE THE ROUGHOPENING TO ALLOW FOR THE INSTALLATION OF A SEALANT JOINT AND BACKER ROD. SEALANTJOINT TO BE A MINIMUM OF 3/8”. OAC RECOMMENDS A HYBRID BACKER ROD (RECOMMENDEDPRODUCT: NOMACO: SOF ROD).I.EXPOSED METAL FLASHING1.FOR WINDOW AND SLIDING GLASS DOOR HEADS, BOTTOM WALL, DECK EDGE, ROOFING, TRIM, ANDOTHER EXPOSED METAL FLASHING.a.PROVIDE A 24 GAUGE, PRE-FINISHED SHEET METAL FLASHING WITH A "KYNAR 500" FINISH(OR AS NOTED ON DRAWINGS).b.PROVIDE 0.025-INCH STAINLESS STEEL FLASHING ON ROOFS, UNLESS NOTED OTHERWISEIN THE DRAWINGS.J.NON-EXPOSED METAL FLASHING1.FOR SADDLES, BOOTS, AND OTHER NON-EXPOSED METAL FLASHING.a.PROVIDE A 24 GAUGE, FULLY SOLDERED SHEET METAL, HOT-DIPPED GALVANIZED G-90,UNLESS NOTED OTHERWISE IN THE DRAWINGS.2.EXTERIOR WALL PENETRATION FLASHING PANELS (WHERE APPLICABLE).a.WEATHERPROOFING PRODUCTS INC.: QUICKFLASHK.INTERIOR VAPOR BARRIER·NOTE: PER TYPICAL AIR BARRIER REQUIREMENTS, CEILING FIXTURES TO BE ABAA-CERTIFIED ORSEALED TO GWB CEILING, TYPICAL.1.VERTICAL / HORIZONTAL VAPOR BARRIER (IF DIFFERENT FROM THE WEATHER-RESISTIVE BARRIER -SEE SECTION A).2.APPROVED PRODUCTS:a.BENJAMIN MOORE: ULTRA SPEC LATEX VAPOR BARRIER PRIMER SEALER 573 (PVA PAINT) -MEETS OR EXCEEDS ESDS v3.0 VOC LIMIT (100 g/L).L.HORIZONTAL WATERPROOFING MEMBRANE1.TO BE INSTALLED MONOLITHICALLY DIRECTLY TO THE CONCRETE PODIUM AT LOCATIONS OVERCONDITIONED SPACE (ACTING AS A ROOF).a.INSULATION TO BE INSTALLED PER WSEC REQUIREMENTS AT UNDERSIDE OF CONCRETEPODIUM.b.MEMBRANE TO BE INSTALLED MONOLITHICALLY WITH DRAINS, PENETRATIONS, ANDADJACENT ROUGH OPENINGS.c.REFER TO MANUFACTURER'S WRITTEN LITERATURE FOR RECOMMENDED DETAILS.2.APPROVED PRODUCTS:a.CETCO: STRATASEAL HRb.AMERICAN HYDROTECH: MM6125M.WINDOW & STOREFRONT TESTING1.FIELD WATER PENETRATION RESISTANCE TESTING2.PERFORMANCE REQUIREMENTS:a.GENERAL: PROVIDE FIBERGLASS WINDOWS CAPABLE OF COMPLYING WITHPERFORMANCE REQUIREMENTS INDICATED, BASED ON TESTING MANUFACTURER'SWINDOWS THAT ARE REPRESENTATIVE OF THOSE SPECIFIED, AND THAT ARE OF TESTSIZE REQUIRED BY AAMA/WDMA 101/I.S.2/NAFS.b.NO WATER LEAKAGE AS DEFINED IN AAMA/WDMA/CSA REFERENCED TEST METHODS AT AWATER TEST PRESSURE EQUALING THAT INDICATED, WHEN TESTED ACCORDING TOAAMA/WDMA/CSA 101/I.S.2/A440, WATER PENETRATION RESISTANCE TEST.3.TESTING SERVICES: TESTING AND INSPECTION OF INSTALLED WINDOWS AND SLIDING DOORS SHALLTAKE PLACE AS FOLLOWS:a.TESTING METHODOLOGY: TESTING OF WINDOWS FOR WATER RESISTANCE SHALL BEPERFORMED ACCORDING TO ASTM E 1105.4.FIELD WATER RESISTANCE TESTING PRESSURES:a.FIBERGLASS-FLANGED WINDOWS AND SLIDING GLASS DOORS - FIELD WATER RESISTANTTEST PRESSURE = AS INDICATED ON THE MANUFACTURER-PROVIDED LABEL BUT NO LESSTHAN 3.0 PSF.b.ALUMINUM WINDOWS - FIELD WATER RESISTANT TEST PRESSURE = AS INDICATED ON THEMANUFACTURER-PROVIDED LABEL BUT NO LESS THAN 6.24 PSF.5.FIELD WATER RESISTANCE TESTING PROCEDURES:a.TEST PRESSURE: TWO-THIRDS TIMES DESIGN TEST PRESSURE REQUIRED TO DETERMINECOMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440 PERFORMANCE GRADE INDICATED ORAS SPECIFIED.b.ALLOWABLE WATER INFILTRATION: NO WATER PENETRATION.6.TESTING EXTENT: ONE FLANGED WINDOW AND SLIDING DOOR AND STOREFRONT OF EACH TYPE(TYPICALLY LARGEST, MOST COMMON CONFIGURATION) AS SELECTED BY ARCHITECT OR BUILDINGENVELOPE CONSULTANT. TESTING SHALL OCCUR AFTER PERIMETER SEALANTS HAVE CURED.7.FAILED WATER TESTED ASSEMBLIES SHALL BE CORRECTED OR REPAIRED ON A WHOLESALE BASISBY THE MANUFACTURER AND CONTRACTOR, AND BE RE-TESTED UNTIL SPECIFIC WINDOW TYPEPASSES TWO CONSECUTIVE TESTING WITHOUT A FAILURE.8.REMEDIATE OR REMOVE AND REPLACE NON-COMPLYING WINDOWS AND DOORS AND RE-TEST, ASSPECIFIED ABOVE.9.ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TODETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITH SPECIFIED REQUIREMENTS.10.PREPARING FOR TEST AND INSPECTION REPORTS.a.ADJUSTING, CLEANING, AND PROTECTION.b.LUBRICATE HARDWARE AND MOVING PARTS.c.ADJUST OPERATING PANELS AND SCREENS TO PROVIDE A TIGHT FIT AT CONTACT POINTSAND WEATHER STRIPPING FOR SMOOTH OPERATION, WITHOUT BINDING, ANDWEATHERTIGHT CLOSURE.d.ADJUST HARDWARE FOR PROPER ALIGNMENT, SMOOTH OPERATION, AND PROPERLATCHING WITHOUT UNNECESSARY FORCE OR EXCESSIVE CLEARANCE.e.CLEAN FRAME SURFACES IMMEDIATELY AFTER INSTALLING SLIDING DOORS. COMPLY WITHMANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING ANDMAINTENANCE. AVOID DAMAGING PROTECTIVE COATINGS AND FINISHES. RECOMMENDTEMPORARY COVERING OF SILL TRACK TO PREVENT CONSTRUCTION DEBRIS FROMCLOGGING WEEPS.f.CLEAN GLASS IMMEDIATELY AFTER INSTALLING WINDOWS AND SLIDING DOORS. COMPLYWITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING ANDMAINTENANCE. REMOVE NONPERMANENT LABELS AND CLEAN SURFACES.g.REMOVE AND REPLACE GLASS THAT HAS BEEN BROKEN, CHIPPED, CRACKED, ABRADED,OR DAMAGED DURING CONSTRUCTION PERIOD.h.PROTECT STOREFRONT, WINDOW AND SLIDING DOOR SURFACES FROM CONTACT WITHCONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. INADDITION, MONITOR SLIDING DOOR SURFACES ADJACENT TO AND BELOW EXTERIORCONCRETE AND MASONRY SURFACES DURING CONSTRUCTION FOR PRESENCE OF DIRT,SCUM, ALKALINE DEPOSITS, STAINS, OR OTHER CONTAMINANTS. IF CONTAMINATINGSUBSTANCES DO CONTACT SLIDING DOOR SURFACES, REMOVE CONTAMINANTSIMMEDIATELY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.i.RE-FINISH OR REPLACE STOREFRONTS, WINDOWS AND SLIDING DOORS WITH DAMAGEDFINISHES.j.REPLACE DAMAGED COMPONENTS.N.AIR LEAKAGE TESTING1.REFERENCE SECTION A.2.AIR LEAKAGE RESISTANCE: MAXIMUM RATE NOT MORE THAN INDICATED WHEN TESTED ACCORDINGTO AAMA/WDMA/CSA 101/I.S.2/A440, AIR LEAKAGE RESISTANCE TEST. REFER TO 2015 WSEC AND/ORESDS VERSION 3.0.1 (WHICHEVER IS MORE STRINGENT).a.MAXIMUM RATE: 0.3 CFM/SQ. FT. OF AREA AT AN INWARD TEST PRESSURE OF 1.6 LBS./SQ.FT.3.TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS ANDINSPECTIONS. TESTING AND INSPECTING AGENCY WILL INTERPRET TESTS AND STATE IN EACHREPORT WHETHER TESTED WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS.4.AIR-INFILTRATION TESTING:a.REFER TO ASTM E 779 FOR TESTING PROCEDURE AND REQUIREMENTS.O.MOCK-UPS1.PER ESDS, VERSION 3.0.1, SECTION 7.13B (OPTION #2), PROVIDE FULL-SIZE MOCK-UPS OF ALLENVELOPE PENETRATIONS, REVIEWED BY THE ARCHITECT OR INDEPENDENT ENVELOPECONSULTANT, AND MADE AVAILABLE FOR REFERENCE ON THE CONSTRUCTION SITE THROUGHOUTTHE CONSTRUCTION PERIOD.P.SEALANT PULL TESTS1.CONDUCT PULL TESTS TO VERIFY ADHESION.2.ARRANGE FOR SEALANT MANUFACTURER, APPROVED REPRESENTATIVE, OR BUILDING ENCLOSURECONSULTANT TO PERFORM TESTS.3.CONDUCT PERIODIC PULL TESTS THROUGHOUT THE COURSE OF CONSTRUCTION. RECOMMENDMINIMUM THREE (3) TESTS.4.COORDINATE WITH SEALANT MANUFACTURER'S INSTALLATION DOCUMENTS REGARDING SURFACEPREPARATION AND PRIMING REQUIREMENTS.Q.SITE VISITS1.CONTRACTOR RESPONSIBLE FOR SCHEDULING PERIODIC SITE VISITS FOR BUILDING ENCLOSURECONSULTANT WITH A CONTRACTOR REPRESENTATIVE TO DISCUSS THE AS-BUILT CONDITIONS,DETAILS, AND SITE QUESTIONS.2.THE FOLLOWING "MILESTONES" ARE TO BE COORDINATED WITH OAC TO MAKE SITE OBSERVATIONSONCE COMMENCED (1-2 DAYS AFTER PHYSICAL INSTALL START)a.BELOW-GRADE WATERPROOFING SYSTEM (BENTONITE PANEL, DRAINAGE MAT,PENETRATIONS THROUGH SYSTEM, TRANSITION DETAILING, DRAINAGE TIE-IN)b.HORIZONTAL WATERPROOFING SYSTEM (LAYOUT AND PRE-STRIPPING, INITIAL INSTALLAND DETAILING, TERMINATIONS)c.PANEL WATERPROOFING, ROUGH OPENING PENETRATION FLASHING, WINDOWINSTALLATION (INSTALLED OFF-SITE - VISITS TO BE COORDINATED WITHINSTALLER/CONTRACTOR, TYPICAL)d.WEATHER-RESISTIVE BARRIER TIE-IN (ON-SITE DETAILING, SLAB EDGE, TERMINATIONS,TIE-IN TO OTHER SYSTEMS)e.ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEMS (PENETRATION FLASHING, SUB SILLPAN INSTALLATION, INTEGRATION WITH WRB)f.ROOFING (VAPOR BARRIER, INSULATION, PROTECTION LAYER, DRAINAGE DETAILING,TRANSITIONS, PARAPETS, OVERBURDEN)3.REQUIRES MINIMUM 24 HOURS NOTICE PRIOR TO SITE VISIT4.CLIENT TO PROVIDE REPORT DISTRIBUTION LISTTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION SECTION 01 40 00 QUALITY ASSURANCEAIR BARRIER REQUIREMENTSTHE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALL NOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) AT THE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHOD APPROVED BY THE CODE OFFICIAL.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDING OWNER AND THE CODE OFFICIAL AND ANYFURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THE TEST COMPLETED AGAIN. A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.AIR BARRIER PRE-CONSTRUCTION MEETINGHOLD BUILDING ENVELOPE PRE-CONSTRUCTION MEET AT CONSTRUCTION COMMENCEMENT. DISTRIBUTE CONTACT INFORMATION AND REVIEW ROLES AND RESPONSIBILITIES IN REGARDS TO THE ARCHITECT, BUILDING ENCLOSURE CONSULTANT, GENERAL CONTRACTOR, TESTING AGENCY, AND ANY APPLICABLE TRADES. DISCUSS OBSERVATION SCHEDULE, FIELD REPORTING, SUBMITTALS,SUBSTITUTION REQUESTS, FIELD TESTING, CONSTRUCTION SEQUENCING, AND GENERAL REQUIREMENTS.PRE-INSTALLATION MEETINGHOLD INDIVIDUAL PRE-INSTALLATION MEETINGS, AS NECESSARY, PRIOR TO THE START OF WORK OF EACH ENCLOSURE-RELATED TRADE WORK (I.E. INSULATION, ROOFING, WEATHER BARRIERS, WINDOW INSTALLATION, SIDING, ETC.) TO ENSURE PROPER COORDINATION AND INSTALLATION OF THE BUILDING ENVELOPE SYSTEMS. REPRESENTATIVE OF ALL INVOLVED PARTIES SHOULD BE PRESENTINCLUDING OWNER, GENERAL CONTRACTOR, SUBCONTRACTOR, ARCHITECT, BUILDING ENCLOSURE CONSULTANT, AND SPECIFIC PRODUCT MANUFACTURER REPRESENTATIVES. APPLICABLE SUBMITTAL ITEMS SHOULD BE REVIEWED AND APPROVED PRIOR TO PRE-INSTALLATION MEETINGS.TRADE CONTRACTOR'S ARE ENCOURAGED TO PROVIDE VALUE ENGINEERING SUGGESTIONS AND MAY SUBMIT ALTERNATE PRODUCTS FOR REVIEW AND APPROVAL BY OWNER/CONTRACTOR AND ARCHITECT/BUILDING ENVELOPE CONSULTANT. ALLOW ADDITIONAL TIME FOR REVIEW AND APPROVALS.MOCK-UPSEACH TRADE CONTRACTOR SHALL COMPLETE A MOCK-UP OF THEIR WORK TO DETAIL THE CORRECT MATERIALS, METHODS, SEQUENCING, AND INTERFACING OF THEIR WORK WITH OTHER TRADES FOR REVIEW AND APPROVAL BY OWNER/CONTRACTOR AND BUILDING ENVELOPE CONSULTANT. THE MOCK-UP WILL SERVE AS THE APPROVED METHOD OF INSTALLATION AND THE MODEL FOR ALLWORK IN PLACE ON THE PROJECT. THE MOCK-UP WILL BE FREE STANDING, OR COMPLETED AS AN INTEGRAL PART OF FINAL WORK IN PLACE AT THE DISCRETION OF THE OWNER.SPECIFICATION NUMBERPRODUCTAPPLICATIONPRODUCT RECOMMENDATIONSCOMMENTSPRIMARYALTERNATE(S)03 30 00CAST IN PLACE CONCRETEPENETRATING SEALER (CLEAR)WATER REPELLANT FOR EXPOSED C.I.P. WALLS ENCOMPASSINGCONDITIONED SPACESBASF: MASTERPROTECT H1000TREMCO: TREMGARD HBTNEMEC: DUR A PELL 100W.R. MEADOWS: PENTREAT 244-100ELASTOMERIC WATERPROOFINGWATERPROOF COATING AT EXPOSED CMU WALLS ENCOMPASSINGCONDITIONED SPACES, EQUIPMENT ROOMS, OR STORAGE ROOMS(RECOMMENDED OVER WATER REPELLANT)BASF: MASTERPROTECT EL 750TNEMEC: ENVIRO-CRETE 156DOWSIL: ALLGUARD04 43 13ADHERED STONE MASONRYPENETRATING SEALER (CLEAR)WATER REPELLANT FOR EXPOSED STONE VENEERSENCOMPASSING CONDITIONED SPACESBASF: MASTERPROTECT H1000TREMCO: TREMGARD HBTNEMEC: DUR A PELL 100W.R. MEADOWS: PENTREAT 244-100WATER REPELLANT & ANTI-GRAFFITI COATING(CLEAR)WATER REPELLANT AND ANTI-GRAFFITI COATING FOR STONEVENEERS ENCOMPASSING CONDITIONED SPACESPROSOCO: BLOK-GARD & GRAFFITI CONTROL IITNEMEC: DUR A PELL 100EVONIK: PROTECTOSIL07 11 13BITUMINOUS DAMP PROOFINGCOLD-APPLIED EMULSIFIED-ASPHALT MEMBRANEEXTERIOR WALLS IN CONTACT WITH EARTHWORK OR OTHERBACKFILL (NON-WATERPROOFING)BASF: MASTERSEAL 610W.R. MEADOWS: SEALMASTIC EMULSIONKARNAK: 83 FIBERED DAMP PROOFINGCANNOT BE USED IN LIEU OF A WATERPROOFING MEMBRANE - DO NOT USE WHEN ADJACENT TOCONDITIONED SPACE.07 14 20HOT- OR COLD-FLUID APPLIEDWATERPROOFINGHOT FLUID-APPLIED POLYUREA MEMBRANE SYSTEMFOUNDATION WATERPROOFING, OR BELOW TOPPING SLABS ANDPAVERS. INSTALL WITH PROTECTION BOARD (OR DRAIN MAT) OVERMEMBRANEVERSAFLEX: FSS 45DC-FINSTALLED OVER 1" CLOSED-CELL, 3-POUND SPRAY FOAMGEO-COMPOSITE DRAINAGE MATDRAINAGE PLANE COLLECTOR AND CONNECTION TO PIPEDDRAINAGE SYSTEMCARLISLE: MIRADRAINCETCO: AQUADRAINGCP APPLIED TECHNOLOGIES: HYDRODUCTVERIFY APPLICABLE DRAIN MAT FOR THE CONDITIONS BEING INSTALLED (I.E. COMPRESSIVE STRENGTH,DRAINAGE CAPABILITIES, ETC.).HOT FLUID-APPLIED RUBBERIZED ASPHALTMEMBRANETROWEL OR ROLL-APPLIED WATERPROOFING MEMBRANE ATCOURTYARDCETCO: STRATASEAL HRAMERICAN HYDROTECH 6125 MMTREMCO: TREMPROOF 610007 18 13PEDESTRIAN TRAFFIC COATINGSHORIZONTAL WATERPROOFING SYSTEMWATERPROOFING MEMBRANE FOR PEDESTRIAN TRAFFICSURFACESVERSAFLEX: FSS 45DC-F07 26 00VAPOR RETARDERSVAPOR RETARDERPAINTABLE VAPOR RETARDER AND AIR BARRIER PAINT (PVA)BENJAMIN MOORE: ULTRA SPEC LATEX VAPOR BARRIERPRIMER SEALER 573SHERWIN WILLIAMS: PVA INTERIOR LATEX PRIMER &SEALERVERIFY PRODUCTS ARE COMPLIANT WITH ESDS REQUIREMENTS.VAPOR RETARDERUNDER CONCRETE SLAB-ON-GRADE CONDITIONS ENCOMPASSINGCONDITIONED SPACESSTEGO INDUSTRIES: STEGO WRAP 15-MILVIPER II: VAPORCHECK 15-MILINSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS AND ACCESSORIES.07 25 00WEATHER BARRIERSWEATHER-RESISTIVE BARRIER SHEET MEMBRANEMECHANICALLY ATTACHED SHEET MEMBRANE BEHIND SIDING ATCMU/FRAMED WALLS. APPROVED FOR AIR BARRIER APPLICATIONS(NON-EXPOSED CLADDING ASSEMBLIES)DUPONT: TYVEK DRAINWRAPVAPROSHIELD: WRAPSHIELD ITDORKEN: DELTA-VENT SKINGSPAN: GREENGUARD C2000INSTALL PER MANUFACTURERS RECOMMENDED INSTALLATION INSTRUCTIONS.ACCESSORY MATERIALS: ROUGH OPENING FLASHINGSHEET MEMBRANE FOR WINDOWS AND DOORS PENETRATIONFLASHINGDUPONT: TYVEK DRAINWRAPDUPONT: TYVEK COMMERCIAL WRAPVAPROSHIELD: WRAPSHIELD IT/SAACCESSORY MATERIALS: ROUGH OPENING FLASHINGADHESIVE MEMBRANE AND SILL FLASHING COMPONENTS OFPENETRATION FLASHING SYSTEMDUPONT: FLASHING TAPEDUPONT: FLEXWRAP NFVAPROSHIELD: VAPROTAPEDORKEN: DELTA-MULTI BANDDORKEN: DELTA-FLASHINGDORKEN: DELTA-FLEXX-BANDSIGA: WIGLUV ## (TAPE)NICHIGO: G-TAPEACCESSORY MATERIALS: COMPOSITE FLASHINGPANELSFLASHING PANELS AT STANDARD PENETRATIONS (ELECT. BOXES,VENTS, PIPES, HOSE BIBS, ETC.)WEATHERPROOFING PRODUCTS: QUICKFLASHACCESSORY MATERIALS: SELF-ADHESIVE MEMBRANE("SAM")SELF-ADHERED MEMBRANE AT BUILDING TRANSITIONS ANDUNIQUE CONDITIONS THAT MAY NOT BE COVERED BY PRIMARYWRB SYSTEMGCP APPLIED TECHNOLOGIES: VYCORPROTECTOWRAP: PS 45DUPONT: FLASHING TAPEH&B: TEXTROFLASHVERIFY SUBSTRATE/WRB/ROOFING COMPATIBILITIES PRIOR TO INSTALLING.ACCESSORY MATERIALS: FOIL-FACEDSELF-ADHESIVE MEMBRANEFOIL-FACED SELF-ADHERED MEMBRANE FOR USE AT SLAB EDGESAND STOREFRONT ROUGH OPENING PENETRATIONSPROTECTOWRAP: PS 45TREMCO: EXOAIR FOIL FLASHINGW.R. MEADOWS: AIR-SHIELD ALUMINUM FLASHINGACCESSORY MATERIALS: HIGH-TEMPERATURESELF-ADHESIVE MEMBRANE ("HTSAM")SELF-ADHERED MEMBRANE BELOW SHEET METAL CONDITIONSSUBJECTED TO HIGHER TEMPERATURESGCP APPLIED TECHNOLOGIES: ULTRAGCP APPLIED TECHNOLOGIES: ICE & WATER SHIELDTREMCO: EXOAIR 111HENRY: BLUESKIN PE200HTPROTECTOWRAP: JIFFY SEAL HT07 54 19POLYVINYL-CHLORIDE (PVC)ROOFINGSINGLE-PLY SHEET MEMBRANE ROOFINGLOW-SLOPE ROOFING - 60-MIL MINIMUMGAF: EVERGUARD PVCCARLISLE: SURE-FLEX PVCSIKA: SARNAFIL PVC07 54 23THERMOPLASTIC (TPO) ROOFINGSINGLE-PLY SHEET MEMBRANE ROOFINGLOW-SLOPE ROOFING - 60-MIL MINIMUMGAF: EVERGUARD EXTREME TPOCARLISLE: SURE-WELD TPOJOHNS MANVILLE: JM TPOPRODUCTMATRIXKRMBEB0.02THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION SPECIFICATION NUMBERPRODUCTAPPLICATIONPRODUCT RECOMMENDATIONSCOMMENTSPRIMARYALTERNATE(S)07 62 00SHEET METAL FLASHING ANDTRIMPRE-FINISHED EXPOSED FLASHINGSEXPOSED METAL FLASHINGS24 GAUGE, PRE-FINISHED SHEET METAL WITH KYNARFINISH (SEAL SEAMS WITH COLOR MATCHED SEALANT)24 GAUGE, PRE-FINISHED ALUMINUM (CANNOT BE INCONTACT WITH STEEL)SHEET METAL FLASHINGSBOOT AND SADDLE FLASHINGS BEHIND CLADDING SYSTEMS24 GAUGE, FULLY SOLDERED, GALVANIZED G-90 SHEETMETAL (FOR CONCEALED)0.025" STAINLESS STEEL, FULLY SOLDERED SHEETMETAL (FOR EXPOSED)FLEXIBLE COMPOSITE FLASHINGSFLEXIBLE THROUGH-WALL FLASHINGSGCP APPLIED TECHNOLOGIES: PERM-A-BARRIER WALLFLASHINGYORK: VARIOUSCARLISLE: CCW-705-TWF07 92 00EXTERIOR JOINT SEALANTSINGLE-COMPONENT POLYSULFIDE SEALANTTYPICAL CONCRETE/ MASONRY SEALANT - GUN GRADE, NONSAG(VERTICAL)PACIFIC POLYMERS: ELASTOSEAL 230 TYPE IW.R. MEADOWS: DECK-O-SEALPOLYMERIC SYSTEMS: PSI7000SINGLE-COMPONENT SILANE-TERMINATEDPOLYETHER SEALANT (OR HYBRID)EXTERIOR SEALANT JOINTS AT METAL PANEL AND OTHERPAINTED SURFACESBASF: MASTERSEAL NP 150BASF: MASTERSEAL SL 100TREMCO: DYMONIC FCSINGLE-COMPONENT POLYURETHANE SEALANTGENERAL EXTERIOR SEALANT JOINTSBASF: MASTERSEAL NP 100TREMCO: DYMOINC 100PECORA: DYNATROL 1-XLSIKA: SIKAFLEX 1ASIKA: SIKAFLEX 15LMSILICONE SEALANTEXTERIOR NON-PAINTED SURFACESDOWSIL: 795 SILICONE SEALANTTREMCO: SPECTRUM 1GE SILICONES: SCS2700 SILPRUF LMSILICONE SEALANTAIR BARRIER SEALANT (NON-EXPOSED)DOWSIL: 758 WEATHER BARRIER SEALANTTREMCO: TREMSIL 600SIKA: SIKASIL GPSILICONE SEALANTCMU/ MASONRY/ CONCRETE JOINTS (HORIZONTAL)DOWSIL: 790 SILICONE SEALANTPOLYETHER-ADHESIVE SEALANTCMU/ MASONRY/ CONCRETE JOINTS (HORIZONTAL)CHEMLINK: M-1BACKER RODSEALANT BACKINGNOMACO: SOF ROD (HYBRID-CELL, RECOMMENDED)W.R. MEADOWS: CERA-ROD (CLOSED-CELL)NOMACO: HBR (CLOSED-CELL)PRODUCTMATRIXKRMBEB0.03THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION LEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1LEVEL B-P1TOP PL. BLEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1LEVEL B-P1341' - 0"TOP PL. BAIR BARRIERSECTIONSTAKRMBEB0.042SCALE: 1/8" = 1'-0"LONGITUDINAL SECTION1SCALE: 1/8" = 1'-0"PARTIAL SECTIONSHEET NOTES:1.CONFORMANCE WITH 2018 WASHINGTON STATE ENERGY CODE (WSEC), C402.5.1.2 BUILDING TESTa.THE COMPLETED BUILDING SHALL BE TESTED AND THE AIR LEAKAGE RATE OF THE BUILDING ENVELOPE SHALLNOT EXCEED 0.25 cfm/ft2 AT A PRESSURE DIFFERENTIAL OF 0.3 INCHES WATER GAUGE (2.0 L/s x m2 AT 75 PA) ATTHE UPPER 95 PERCENT CONFIDENCE INTERVAL IN ACCORDANCE WITH ASTM E 779 OR AN EQUIVALENT METHODAPPROVED BY THE CODE OFFICIAL.b.IF THE TEST RATE EXCEEDS THAT DEFINED HERE BY UP TO 0.15 cfm/ft2, A VISUAL INSPECTION OF THE AIR BARRIERSHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONALREPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THEBUILDING OWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATEWILL BE WAIVED.c.IF THE TEST RATE EXCEEDS 0.40 cfm/ft2, CORRECTIVE ACTIONS MUST BE MADE AND THE TEST COMPLETED AGAIN.A TEST ABOVE 0.40 cfm/ft2 WILL NOT BE ACCEPTED.2.REFERENCE SHEET BE0.01 FOR TYPICAL AIR BARRIER REQUIREMENTS, SCOPE OF WORK, AND GENERAL BUILDINGENCLOSURE NOTES.3.REFERENCE SHEETS BE5.03 - BE5.06 FOR TYPICAL EXTERIOR WALL PENETRATION DETAILS.4.CONTRACTOR TO CONSULT ARCHITECT AND/ OR BUILDING ENCLOSURE CONSULTANT PRIOR TO INSTALLING UNIQUETRANSITIONS NOT COVERED IN THE DRAWING SET.5.ROOF ASSEMBLY INSULATION SHALL HAVE A MINIMUM R-VALUE OF 38 WHEN INSULATION PLACED IN ENTIRELY ABOVE THEROOF DECK AND R-30 AT UNDER-SIDE OF PODIUM FLOOR SLAB (TABLE C402.1.3.).6.ALL RELIEF, OUTSIDE AIR INTAKE, AND EXHAUST OPENINGS SHALL BE PROVIDED WITH DAMPERS IN ACCORDANCE WITHMECHANICAL SECTION C403.7.87.ALL RECESSED LIGHTING FIXTURES SHALL BE IC RATED AND HAVE AN AIR LEAKAGE RATING NOT GREATER THAN 2CFMPER ASTM E283.LINE OF AIR BARRIERWRB SEALED @ TOPPLATE, TYP.WRB SEALED @ SLABEDGE/ BASE OFWALL, TYP.WRB CONTINUOUSTHROUGH DECKLEDGERS, TYP.BEB5.0312BEB0.052BEB0.067BEB0.055BEB0.052BEB0.052BEB4.012BEB0.052BEB0.053TYP.BEB0.052SIM.BEB0.067BEB4.0010BEB5.043BEB0.056SIM.BEB0.059BEB0.067SIM.SIM.BEB4.0010BEB5.0312BEB0.054TYP.BEB0.059TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERUNDER SEPARATE PERMITUNDER SEPARATE PERMITPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 12"4"SEALANT AIR SEAL AROUND PERIMETER OF SILL PLATE SEAL BOT. EDGE OF WRB SEAL BETWEEN THE BIB FLANGE AND BLOCKING w/ SILICONE SEALANT HOSE BIB, TYP. WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. SEAL WRB TO VERTICAL LEG OF FLASHING, TYP. EXTERIOR RATED ELECTRICAL BOX EXTERIOR RATED LIGHT FIXTURE QUICKFLASH PANEL WRB, CONT. FROM BELOW CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ CONDUIT/ WIRE PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. PIPE PENETRATION SEALANT FILLET - COLOR MATCH TO CLADDING PANEL QUICKFLASH PANEL - SIZE TO SNUGLY FIT AROUND PENETRATION WRB, CONT. FROM BELOW WRB, CONT. FROM BELOW WRB, SHINGLE AROUND QUICKFLASH PANEL AND SEAL/ TAPE EDGES @ TOP AND SIDES, TYP. QUICKFLASH PANEL WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHING, TYP. TARGET FLASHING BEHIND VENT FLANGES - EXTEND 4" MIN. PAST FLANGES ALL SIDES, TYP. PRIMED VENT SHROUD BACKDRAFT DAMPER6"TAPE/ SEAL SEAMS OF WRB, TYP. CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ DUCT PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) WRB FOIL-FACED SAM @ SLAB EDGE CONT. EXT. INSULATION, PER ARCH. WRB 1" CLOSED-CELL SPRAY FOAM @ RIM, TYP. RECOMMEND POURING GYPCRETE o/ GWB 1" CLOSED-CELL SPRAY FOAM @ RIM, TYP. ROOFING MEMBRANE INSTALLED o/ PARAPET SAM TRANSITION STRIP WRB FOIL-FACED SAM @ SLAB EDGE WRB, FROM BELOW WRB FOIL-FACED SAM @ SLAB EDGE, TYP. WRB FOIL-FACED SAM FLASHING SEAL INSIDE EDGE OF BRAKE TO PENETRATION FLASHING, TYP. ALUM. STOREFRONT ASSEMBLY, AS SCHEDULED BREAK-METAL, PER ARCH. 38" SEALANT w/ BACKER ROD, TYP. PER STRUCTURAL SLOPE HORIZONTAL TO SHED WATER 24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP AND CLEAT - BED CLEAT IN SEALANT CANOPY ATTACHMENT KNIFEPLATE - REF. TYP. DETAIL 12/BE5.06, SIM. 38" MIN. SEALANT JOINT w/ BACKER ROD - DO NOT BLOCK WEEPS 3 8" MIN. SEALANT w/ BACKER ROD, TYP. 14" SEALANT JOINT w/ BACKER ROD AIR BARRIER DETAILS KRM GW BEB0.05 2 SCALE: NTS PARAPET 3 SCALE: NTS PODIUM SLAB EDGE @ RAINSCREEN 4 SCALE: NTS FRAMED FLOORLINE 5 SCALE: NTS SLAB EDGE @ BRICK VENEER 6 SCALE: NTS BASE OF WALL - SLAB ON GRADE 7 SCALE: NTS VENT PENETRATION 8 SCALE: NTS SLAB EDGE @ CANTILEVER 10 SCALE: NTS TYPICAL PIPE PENETRATION 11 SCALE: NTS HOSE BIB BLOCK 12 SCALE: NTS EXTERIOR LIGHT FIXTURE 9 SCALE: NTS HORZ. TRANSOM @ STOREFRONT THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION 38" SEALANT JOINT w/ BACKER RODFILL HMD FRAME w/CLOSED-CELL FOAM (OR FULLYGROUT)38" SEALANT JOINT w/BACKER RODCONC. WALL, AS SCHEDULED.SEAL IF ADJACENT TOCONDITIONED SPACE1" CLOSED-CELL SPRAYFOAM @ RIMTAPE/ SEAL ALL JOINTS INSHAFT LINERSEALANT AIR SEALAROUND PERIMETEROF SILL PLATERECOMMENDPOURINGGYPCRETE o/GWBAWB1" CLOSED-CELLSPRAY FOAM @ RIM,TYP.RECOMMENDPOURINGGYPCRETE o/GWBDECK MEMBRANEWRB TARGET - BEHINDDECK LEDGERWRB, FROM BELOWWEATHER-RESISTIVE BARRIERFOUNDATION, PER SCHEDULECAPPED STAPLES6" SAM @ OUTSIDE CORNERS, TYP.12"12"6"SEAL BOTTOM EDGE OF WRB TO SHEATHINGCONT. BEAD OF SEALANTOR SEAM TAPE @ ALLHORIZONTAL LAPS, TYP.SEAM TAPEAIR BARRIERDETAILSKRMGWBEB0.061SCALE: NTSHOLLOW METAL DOOR JAMB @ CONC. STAIRWELL2SCALE: NTSNOT USED56SCALE: NTSWRB INSTALLATION & SEAM TREATMENT1112SCALE: NTSNOT USEDSCALE: NTSNOT USEDNOTES:1.AVOID SEAMS DIRECTLY ABOVE ROUGH OPENINGS.2.REFERENCE WRB MANUFACTURER'S INSTALLATIONREQUIREMENTS FOR ADDITIONAL INFORMATION.3.REFERENCE SHEET XBE0.01 FOR ADDITIONAL AIRBARRIER AND WEATHER-RESISTIVE BARRIERINFORMATION.9SCALE: NTSTRASH CHUTE10SCALE: NTSNOT USED8SCALE: NTSNOT USED7SCALE: NTSTARGET @ FRAMED UNIT DECKSCALE: NTSNOT USEDNOTE:1.RECOMMEND AIR-SEALED CHUTE DOORS, OR,SEALING TRASH CHUTE ROOMS.2.SEAL ALL PENETRATION THROUGH SHAFTLINER, AS NECESSARY.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION ROOF PLANTAKRMBEB1.001SCALE: NTSROOF PLANBEB6.011BEB6.019BEB6.0212BEB6.002BEB6.006TYP.NOTES:1.REFER TO ARCHITECTURAL ROOF PLAN FOR ROOFSLOPE AND CRICKET LAYOUT.2.INSTALL ROOF MEMBRANE IN ACCORDANCE WITHTHE ROOFING MEMBRANE MANUFACTURER'SINSTALLATION GUIDELINES AND DETAILS.BEB6.014TYP.BEB6.004@ WALLTYP.BEB6.002BEB6.002BEB6.002BEB6.014TYP.BEB6.007BEB6.025@ DOORBEB6.025@ DOORBEB6.004@ WALLBEB6.008SIM.BEB5.0612@ KNIFEPLATEBEB6.0110BEB6.0110BEB6.0212BEB6.014SIM.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERUNDER SEPARATE PERMITPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION LEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1LEVEL B-P1TOP PL. B1110987651423LEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1LEVEL B-P1TOP PL. BDEFGHLEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1TOP PL. BDECBE.3AELEVATIONSTAKRMBEB2.002SCALE: 3/32" = 1'-0"SOUTH ELEVATION (EAST)1SCALE: 3/32" = 1'-0"WEST ELEVATIONBEB5.016BEB5.045BEB5.0311BEB4.0010BEB4.027BEB4.024BEB5.058BEB5.016BEB6.001BEB5.027BEB5.018BEB5.012BEB5.0312BEB5.032BEB5.031BEB5.058BEB5.073BEB5.075@ DOORBEB5.073@ DECKEDGEBEB5.013BEB5.013SHEETNUMBERVIEWNUMBERBEB5.031BEB5.032BEB4.0012BEB5.032BEB5.0311BEB4.0012BEB4.028BEB4.014BEB5.073BEB5.075@ DOORBEB5.012@ DECKEDGEBEB6.014BEB6.002BEB5.011BEB5.012BEB5.011BEB5.052BEB5.014BEB5.042BEB5.026BEB5.025BEB5.07X@ SOFFITBEB5.07X@ WALLBEB4.00102SCALE: 3/32" = 1'-0"SOUTH COURTYARD ELEVATIONBEB5.011BEB5.013BEB5.012BEB4.012BEB4.015BEB5.025SIM.@ OUT@ IN, SIM.SIM.SIM.SIM.SIM.SIM.SIM.BEB5.0111SIM.SIM.SIM.SIM.SIM.SIM.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERUNDER SEPARATE PERMITUNDER SEPARATE PERMITUNDER SEPARATE PERMITPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7TOP PL. B121110987654LEVEL B-2LEVEL B-3LEVEL B-4LEVEL B-5LEVEL B-6LEVEL B-7LEVEL B-1LEVEL B-P1TOP PL. B171514131211181619202119.3ELEVATIONSTAKRMBEB2.012SCALE: 3/32" = 1'-0"WEST COURTYARD ELEVATION1SCALE: 3/32" = 1'-0"WEST ELEVATIONBEB5.073BEB5.075@ DOORBEB5.072@ DECKEDGEBEB5.0612@ ATTACHMENTBEB4.0010SIM.BEB5.011BEB5.013BEB5.012BEB4.0012SIM.BEB5.016SIM.BEB4.027BEB4.024BEB5.025BEB5.032BEB5.026BEB5.071BEB5.013BEB5.012BEB5.011BEB6.002SIM.BEB4.012BEB4.015THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERUNDER SEPARATE PERMITPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 9"9" MIN.6"CUT PENETRATION FLASHING ANDFOLD THROUGH ROUGH OPENING,MINIMUM 4". SILL FLASHING TO BENON-ADHESIVE SHEET MEMBRANE,OR APPROVED EQUAL6"6"6"6"FLEXWRAP NF CORNER"BOOT". INSTALL THE JAMBAND SILL FACES FIRST ANDPULL SAM OVER THE CORNERTO THE VERTICAL FACE OFTHE SHT'G, TYP.CREATE CONTINUOUSCORNER BOOT, TYP.*VIEW OF WINDOW INSTALLATIONFROM INTERIOR@ SILL, INSTALL 38" MIN. SEALANT JOINT w/BACKER ROD BETWEEN WINDOW FRAME ANDPENETRATION WRAP38" MIN. SEALANT JOINT w/ BACKER RODAROUND INTERIOR PERIMETER OFWINDOW AT HEAD, JAMBS, AND SILL TOMEET AIR AND WATER INFILTRATIONREQUIREMENTS. SIM. @ SLIDING GLASSDOORSCUT AND FOLD PENETRATIONFLASHING INTO ROUGHOPENING, MINIMUM 4".PENETRATION FLASHING @JAMBS TO BE WRB , TYP.9"9"PROVIDE COMPLETE SEAL(CONTINUOUS SEALANT)BETWEEN PENETRATIONFLASHING AND WINDOW JAMBAND HEAD FLANGES. SEALANTSHOULD FLOW OUT BEYONDEDGE OF WINDOW FLANGES ANDFILL FLANGE NAIL HOLES, TYP.INSTALL WINDOW PERMANUFACTURER'SSPECIFICATIONS, IF OAC WINDOWINSTALLATION DIFFERS FROMMANUF. INSTALLATIONINSTRUCTIONS, NOTIFY OAC OFDISCREPANCIESINSTALL 116" SHIMS UNDER SILLFLANGE TO PROVIDE A PATH FORDRAINAGE, TYP.9", TYP.CUT AND FOLD PENETRATIONFLASHING INTO ROUGH OPENING @HEAD, MIN. 4" PENETRATIONFLASHING TO BE OF WRB, TYP.4" BUTYL FLASHING TAPE o/JAMBS AND HEAD - EXTEND TAPE@ HEAD 1" PAST JAMB TAPE EA.SIDE, TYP.STRAIGHTFLASH CONTINUOUSLYOVER SILL (6") - TO BE INSTALLEDAS "SILL PAN"6"9" MIN.9"3", OR TO DEPTH OF WINDOW + 12"TAPE BOTTOM EDGE OF JAMBFLASHING, PER AIRREQUIREMENTS9", TYP.9" MIN.9"3", OR TO DEPTH OF WINDOW + 12"6"TAPE BOTTOM EDGE OF JAMBFLASHING, PER AIR REQUIREMENTS1"FIELD WRB FROM BELOW - TUCKUNDER SILL BIB, TYP. TAPE/ SEALSEAMS, PER AIR REQUIREMENTS6", TYP.6", TYP.INSTALL FIELD WRB IN ASHINGLED, WATER-SHEDDINGMANNER. TAPE/ SEAL ALLSEAMS PER AIRREQUIREMENTSINSTALL 24 GA. PRE-FINISHED SMFLASHING w/ FOLDED END DAMSAND HEMMED DRIP. REFER TODETAIL 1/XBE2.01 FOR TYPICALWINDOW HEAD FLASHINGLOCATION(S) AND INTEGRATIONTRIM, AS SCHEDULED. ALLOWFOR A 14" SEALANT JOINTBETWEEN WINDOW FRAME ANDTRIM, ALL SIDES.TAPE/ SEAL SEAMS, TYP.WRB, LAPPED o/ HEADFLASHING AND SEALED TOTHE VERTICAL LEG, TYP.14" SHIMS UNDER WINDOW TO PROVIDE CLEARDRAINAGE AND ALLOW FOR CONTINUOUS SILLSEALANT JOINT. VERIFY WITH MANUFACTURERSHIM REQUIREMENTS. ADDITIONAL SHIMS MAY BEREQUIRED TO MAKE PLUMB AND SQUARE AND TOPROVIDE 38" MIN. GAP AROUND ALL SIDES, TYP.WINDOW WRAPSEQUENCEKRMKRMBEB5.001SCALE: NTSSTEP A: SILL PENETRATION FLASHING (BIB)2SCALE: NTSSTEP B: SILL FLASHING & CORNER BOOTS3SCALE: NTSSTEP C: JAMB PENETRATION FLASHING4SCALE: NTSSTEP D: HEAD PENETRATION FLASHING5SCALE: NTSSTEP E: SET FLANGED WINDOW6SCALE: NTSSTEP F: SEAL WINDOW FLANGES TO PENETRATION WRAP7SCALE: NTSSTEP G: FIELD WRB8SCALE: NTSSTEP H: TRIM & SHEET METAL HEAD FLASHING9SCALE: NTSFIELD WRB FROM ABOVE10SCALE: NTSSTEP J: INTERIOR SEALANT JOINTGENERAL NOTES:1.WINDOW WRAP SEQUENCE CONFORMS AND IS APPROVED BY TYVEK ANDSHOULD NOT BE DEVIATED FROM FOR THIS PROJECT WITHOUT PRIORAPPROVAL. TYVEK APPROVAL VIA EMAIL TO OAC/HEARTLAND 2018-08-05.2.REFER TO MANUFACTURER'S INSTRUCTIONS AND INSTALLATIONGUIDELINES FOR ADDITIONAL INFORMATION.3.REFER TO SHEET BE1.00 AND NOTES ON PAGE BE0.04 FOR ADDITIONALAIR BARRIER INFORMATION.4.ALL SEAMS IN WRB/ PENETRATION WRAP ARE TO BE SEALED OR TAPED,IN ACCORDANCE WITH THE AIR BARRIER INSTALLATION REQUIREMENTS,PER THE 2015 WASHINGTON STATE ENERGY CODE (WSEC) TABLEC402.5.1.1 AND R402.4.1.1.NOTE:1.METAL HEAD FLASHING TO BEINSTALLED TO WINDOW FRAME ATPANEL CLADDING. REFER TO BEA5.01.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION WINDOW ASSEMBLY, PERSCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOWSEAM BOT. EDGE OF BIB TO WRB(AIR SEAL)38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL WRB o/ FLANGE w/ SAM, TYP.(REF. SHEET BEA5.00, TYP.)PENETRATION FLASHINGWRB (FIELD)CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP. SEE DETAIL 2/BEA5.01ALUM. TRIM38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE CONTINUOUSLY TOPENETRATION FLASHING, TYP.SAM o/ HEAD FLANGE24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP. EXTEND 14" PAST FRAMEEACH SIDEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED4" 9"38" MIN. SEALANTJOINT w/ BACKERROD CONT. @ INT.SHOULDER, TYP.12"9"FASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL9"14" SEALANT w/ BACKER RODALUM. TRIMSEAL WINDOW FLANGES, TYP.WINDOW, PER SCHEDULEWRB, CONT. AROUND CORNER (ORMIN. 12"ALUM. TRIM38" MIN. SEALANT JOINT w/BACKER RODSEALANTALUM. TRIMCLADDING, ASSCHEDULED24 GA. FULLY-SOLDERED, GALV.SILL PAN38" MIN. SEALANTJOINT w/ BACKERROD CONT. @ INT.SHOULDER, TYP.SEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGE24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP.PENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED4" 9"12"SEAL FLANGE TOPENETRATIONFLASHING, TYP. @ JAMBSEAL AWB o/ FLANGE w/ SAM, TYP.(REF. SHEET BE5.00)PENETRATION FLASHINGWRBCLADDING, AS SCHEDULEDTRIM9"WINDOW ASSEMBLY, PERSCHEDULESGD ASSEMBLY, PERSCHEDULEFASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSEAL WINDOW FLANGES, TYP.WINDOW, PER SCHEDULE38" MIN. SEALANT JOINT w/BACKER RODALUM. TRIM14" SEALANT JOINT w/BACKER RODCLADDING, AS SCHEDULEDSAM o/ FLANGE, TYP.WRBPENETRATIONFLASHINGSEALANT FILLETSEALANT26 GA. GALV. Z-FLASHING w/ 2"UPLEG AND 12" DOWNLEG12"38" MIN. SEALANT JOINT w/BACKER ROD CONT. @INT. SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BE5.00WRB, FROM BELOWSEAM BOT. EDGE OF BIB TO AWB(AIR SEAL)38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOWSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL9"TRIM24 GA. FULLY-SOLDERED, GALV.SILL PAN14" SEALANT FILLETWINDOW ASSEMBLY,PER SCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL AWB o/ FLANGE w/ SAM, TYP.(REF. SHEET BE5.00, TYP.)PENETRATION FLASHINGAWB (FIELD)METAL PANEL, ASSCHEDULED38" MIN. SEALANT JOINTw/ BACKER ROD9"38" MIN. SEALANT JOINTw/ BACKER RODSEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGMETAL PANEL, AS SCHEDULED4"9"GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDDRIP. BED IN SEALANT TO FRAME.EXTEND 38" PAST FRAME EACHSIDEGIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.WINDOW ASSEMBLY, PERSCHEDULE12"FASTENER, PER PANEL MANUF.HEAD TRIM w/ MANUFACTURER-PROVIDED WEEPSSHIM SOLID @ START TRACKFASTENER LOCATIONS38" SEALANT JOINT w/ BACKERROD BETWEEN JAMB TRIM ANDWINDOW FRAMESPACER CLIP, PER METAL PANEL MANUF.METAL PANEL ATTACHMENT TRACK,PER METAL PANEL MANUF.WINDOW ASSEMBLY, PERSCHEDULESILL FLASHING BIB, PERWINDOW WRAP SEQUENCESHEET BEA5.00ROLL ALL LAPS IN WRB w/J-ROLLER, TYP.38" MIN. SEALANT JOINTw/ BACKER RODMETAL PANEL, AS SCHEDULED14" SEALANT JOINT BETWEENTRIM AND WINDOW @ JAMBS ANDSILL, TYP. SEE DETAIL 3/BE5.01SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOW FORCONT. INTERIOR SEAL9"34" x 34" ALUM. BACK ANGLESET IN CONT. SEALANTBLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.WINDOW ASSEMBLY, PERSCHEDULE, TYP.SILL FLASHING BIB, PERWINDOW WRAP SEQUENCESHEET BEA5.00ROLL ALL LAPS IN AWB w/J-ROLLER, TYP.38" MIN. SEALANT JOINTw/ BACKER ROD14" SEALANT JOINTCOMPOSITE SHIMS9"BLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.38" MIN. SEALANTJOINT w/ BACKERRODSEAL FLANGE TO WINDOW,TYP. @ HDSAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING4"9"24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDDRIP. BED IN SEALANT TO FRAME.EXTEND 38" PAST FRAME EACHSIDE12"HEAD TRIM w/ MANUFACTURER-PROVIDED WEEPSSHIM SOLID @ START TRACKFASTENER LOCATIONSWINDOW &DOOR DETAILSKRMKRMBEB5.011SCALE: NTSWINDOW HEAD AT VERTICAL PANEL SIDING2SCALE: NTSWINDOW JAMB AT VERTICAL PANEL SIDING3SCALE: NTSWINDOW SILL AT VERTICAL PANEL SIDING45SCALE: NTSWINDOW SILL AT PLANK SIDING6SCALE: NTSWINDOW JAMB AT PLANK SIDINGSCALE: NTSWINDOW SILL AT METAL PANEL12SCALE: NTSWINDOW HEAD AT PLANK SIDING78SCALE: NTSWINDOW TO WINDOW, SILL AND HEAD (METAL PANEL)6SCALE: NTSWINDOW TO WINDOW, JAMBSCALE: NTSWINDOW TO WINDOW, OUTSIDE CORNER1011SCALE: NTSWINDOW JAMB AT METAL PANELSCALE: NTSWINDOW HEAD AT METAL PANELTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION WRBMASONRY VENEERVENEER, AS SCHEDULEDWRAP WRB INTOR.O., TYP.JAMB PENETRATION FLASHING TOLAP o/ SIDE DAMS OF SILL PAN,TYP.4"PENETRATION FLASHING, TYP.DOOR, PER SCHEDULEFILL FRAME w/ CLOSED-CELL,NON-EXPANDING SPF, TYP.9"9"DOOR, PER SCHEDULE12" SEALANT FILLETFILL FRAME w/ CLOSED-CELL,NON-EXPANDING SPRAYFOAM, TYP.SAM o/ HEAD FLANGEPENETRATION FLASHINGWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGCLADDING, AS SCHEDULED12"FURRING, AS SCHEDULEDINSECT SCREEN24 GA. PRE-FINISHED SM FLASHING w/12" HEMMED DRIP AND FOLDED ENDDAMSSWING DOOR ASSEMBLY, PERSCHEDULE12" CLEAR SAM TARGET BEHINDATTACHMENT PLATE. SIZE1" LARGER THAN PLATE INALL DIRECTIONSAWB, FROM BELOWCLADDING, AS SCHEDULED24 GA. PRE-FINISHED SMFLASHING w/ 12" DRIP EDGEAWB LAP o/ AND SEAL TOVERT. LEG OF FLASHINGCLADDING, AS SCHEDULEDSAM TARGET BEHINDATTACHMENT PLATE. SIZE 1"LARGER THAN PLATE IN ALLDIRECTIONSSTRUCTURE, BY OTHERSAWB, FROM BELOWCLADDING, AS SCHEDULEDINSECT SCREENSAM o/ PLATE ANDATTACHMENTS - EXTENDONTO WRB EACH SIDE 1". REF.DETAIL 12/BEB5.06SAM MEMBRANE o/ PLATEAND ATTACHMENTS -EXTEND ONTO WRB EACHSIDE 1". REF. DETAIL12/BEB5.06KNIFEPLATE AND LEDGER, PERSTRUCT.KNIFEPLATE AND LEDGER,PER STRUCT.24 GA. FULLY SOLDERED,GALVANIZED SM SILL PAN w/ 4"END DAMS AND 12" BACK ANGLE.BED IN (3) CONT. BEADS OFSEALANT, SEE DETAIL 9A3"6"12"4"V.I.F.9AGSM SILL PANALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANTVINYL FLANGED WINDOWASSEMBLY, TYP.116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINPENETRATION FLASHING,TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.4" SAM TARGET @ ALLBRICK TIES (o/ WRB),TYP.BRICK VENEER, AS SCHEDULED.VENT TOP COURSE, TYP.ROWLOCK BRICK COURSE,PER ARCH. SLOPE TOSHED WATERWRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER RODSET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.WINDOW ASSEMBLY, PERSCHEDULESAM o/ HEAD FLANGE, TYP.24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMSAND DRIP. BED IN SEALANT,TYP.PENETRATION FLASHINGWRB, SEAL TO VERT. LEG OFFLASHINGBRICK VENEER, AS SCHEDULED,VENT BOTTOM COURSE4"LEDGER ANGLE, PER STRUCT.4"SEALANT w/ BACKER RODBRICK VENEER, AS SCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESEAL FLANGE TO PENETRATIONFLASHING, TYP. @ JAMBSEAL WRB o/ FLANGE w/ SAM, TYP.38" MIN. SEALANT JOINT w/BACKER ROD9"SEAL FLASHING TO WRBw/ SAM, TYP.24 GA. PRE-FINISHED SMJAMB FLASHINGWINDOW, PER SCHEDULE116" SHIMS @ FASTENERS UNDERSILL FLANGE TO DRAINSILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER RODSEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP. SEE DETAIL 2/BEA5.01SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEALCAP STONE (OR CEDAR TRIM), PERARCH.STONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSTRIM, AS SCHEDULED24 GA. PRE-FINISHED SM FLASHINGw/ HEMMED DRIPWINDOW, PER SCHEDULESET FLANGE IN CONT.SEALANT TO SUBSTRATE,TYP.4"24 GA. PRE-FINISHED SMFLASHING w/ 12" END DAMS ANDHEMMED DRIP. BED IN SEALANT,TYP.PENETRATION FLASHING, TYP.2 LAYERS WRB. LAP SACRIFICIALLAYER o/ TRIM FLASHING ANDPRIMARY LAYER o/ HEAD FLASHINGSEAL BOT. EDGE OF WRB TOFLASHING, TYP.12"26 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIPTRIM, AS SCHEDULED38" MIN. SEALANTJOINT w/ BACKER RODCONT. @ INT.SHOULDER, TYP.9"4"FASTEN HEAD FLANGE, PERMANUF. REQUIREMENTSSTONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSWINDOW, PER SCHEDULESET FLANGE IN SEALANTTO SUBSTRATE, TYP.PENETRATION FLASHING, TYP.WRB, LAP o/ WINDOWFLANGETRIM, AS SCHEDULED9"SEALANT38" MIN. SEALANT JOINT w/BACKER RODSTONE VENEER o/ MTL LATHSYSTEM, TYP. - REFER TO MANUF.INSTALLATION INSTRUCTIONSSANDED SEALANT OR PER STONEVENEER MANUF.PRESSURE-TREATED PLYWOODBEHIND STONE VENEER, TYP.0.025" SSTL FLASHING/ COUNTER-FLASHING - SEAL LAPS CONT.SEALANTSEALANT JOINT w/BACKER ROD24 GA. PRE-FINISHED SMFLASHING w/ 12" HEMMED DRIPINSECT SCREENWINDOW &DOOR DETAILSKRMKRMBEB5.022SCALE: NTSHOLLOW METAL DOOR JAMB, TYP.345679SCALE: NTSWINDOW SILL AT BRICK VENEER10121SCALE: NTSHOLLOW METAL DOOR HEAD, TYP.SCALE: NTSWINDOW JAMB AT BRICK VENEERSCALE: NTSWINDOW HEAD AT BRICK VENEERSCALE: NTSBOLT ON METAL DECK ATTACHMENTSCALE: NTSDOOR AT BOLT ON METAL DECKSCALE: NTSWINDOW SILL AT MASONRY VENEERSCALE: NTSWINDOW JAMB AT MASONRY VENEERSCALE: NTSWINDOW HEAD AT MASONRY VENEERTHE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 12"24 GA. PRE-FINISHED SM JAMBFLASHING - BED INT. LEG INSEALANT, TYP.38" SEALANT JOINT w/ BACKER RODALUM. STOREFRONTASSEMBLY, PER SCHEDULE38" SEALANT JOINT w/ BACKER ROD38" SEALANT JOINT w/BACKER ROD38" SEALANT JOINTw/ BACKER ROD24 GA. PRE-FINISHED CLEAT -BED IN SEALANT TOPENETRATION FLASHING24 GA. PRE-FINISHED SMFLASHING w/ HEMMED DRIPWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGCLADDING, AS SCHEDULEDALUM. STOREFRONTASSEMBLY, PER SCHEDULEFIELD WRBCLADDING, AS SCHEDULED4"INSECT SCREENFOIL-FACED SAM PENETRATION FLASHING6"6"FOIL-FACED SAM PENETRATIONFLASHING9"ALUM. STOREFRONTASSEMBLY, PER SCHEDULESILL FLASHING BIB, PER WINDOWWRAP SEQUENCE SHEET BEA5.00WRB, FROM BELOW38" MIN. SEALANT JOINTw/ BACKER ROD CONT.@ INT. SHOULDER, TYP.CLADDING, AS SCHEDULED14" SEALANT JOINT BETWEEN TRIMAND WINDOW @ JAMBS AND SILL,TYP.SET ON 14" COMPOSITESHIMS - SET SHIMS PERMANUF. REQUIREMENTSAND ORIENT TO ALLOWFOR CONT. INTERIOR SEAL24 GA. PRE-FINISHED SM SILLFLASHING w/ 12" (MIN.) HEMMED DRIP24 GA. FULLY-SOLDERED, GALV.SILL PAN0.025" SSTL SILLPAN 2" DOWN LEG.BED IN CONT.SEALANTALUM. STOREFRONT, PERSCHEDULESEALANT w/ BACKER RODSEALANT w/ BACKER ROD -DO NOT BLOCK SF WEEPSGRANULAR FILLSIDEWALK34" x 34" (MIN.)ALUM. BACKANGLE BED INSEALANT38" SEALANT w/BACKER RODPER MANUF.ALUM. STOREFRONTASSEMBLY, AS SCHEDULEDFOIL-FACED SAME PENETRATIONFLASHING38" SEALANT w/BACKER ROD, TYP.SEALANT - VERIFY DO NOTBLOCK SF WEEP SYSTEMWRB FROM BELOW24 GA. PRE-FINISHED SM SILLFLASHING - SLOPE 2% MIN. TOPREVENT PONDING WATER6"BRICK VENEER, ASSCHEDULED4"ALUM. STOREFRONTASSEMBLY, AS SCHEDULEDSEALANT w/ BACKER ROD38" SEALANT w/ BACKERROD, TYP.WRB, SEAL TO FLASHINGFLANGESEAL FLASHING TOPENETRATIONFLASHING, TYP.BRICK VENEER, AS SCHEDULED4"24 GA. PRE-FINISHED SMJAMB FLASHING4" SAM TARGET @ ALLBRICK TIES, TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.6"0.025" SSTL COUNTER- FLASHING -EXTEND o/ VERT. LEG OF KICK-OUTFLASHING AND SEALVENT BOT. COURSE OFBRICK, TYP.CONTINUOUS EXTERIORINSULATION, PER ARCH.LEDGER AND ATTACHMENT, PERSTRUCT.0.025" SSTL FLASHING w/HEMMED DRIP38" SEALANT JOINT w/ BACKER ROD38" SEALANTJOINT w/BACKER ROD24 GA. PRE-FINISHED SMFLASHING, BED IN SEALANTALUM. STOREFRONTASSEMBLY, PER SCHEDULEFOIL-FACED SAMPENETRATION FLASHING38" SEALANTw/ BACKERROD, TYP.38" SEALANT w/BACKER ROD, TYP.4"9"PENETRATION FLASHING24 GA. PRE-FINISHED SM HEADFLASHING w/ HEMMED DRIP ANDPRE-FINISHED CLEAT. BED CLEATAGAINST PENETRATIONFLASHING, TYP.ALUM. STOREFRONTDOOR/ASSEMBLY, AS SCHEDULEDWRB, LAP o/ AND SEAL TO VERT.LEG OF FLASHINGINSIDE CLOSURE14"METAL PANEL, AS SCHEDULEDSEAL FLASHING TOPENETRATION FLASHING (AIRSEAL), TYP.BRAKE MTL, PER ARCH. CONT.SEAL @ LAPFOIL-FACED SAMEPENETRATION FLASHINGALUM. STOREFRONTASSEMBLY, AS SCHEDULEDSEALANT w/ BACKERRODSEAL INSIDE EDGE OFBRAKE TO PF, TYP.38" SEALANT w/ BACKER ROD @INTERIOR , TYP.INT. BRAKE METAL,PER ARCH.VERIFY STRUCT.SEALANT w/BACKER RODEXT.EXT.FOIL-FACED SAMPENETRATION FLASHINGSEAL INSIDE EDGE OF BRAKE TO FACEOF INSULATION, TYP. (WHERE BYPASSSEALANT JOINT) - EA. SIDESEALANT w/BACKER ROD38" MIN. SEALANT w/ BACKER RODBRAKE METAL, PER ARCH.38" SEALANT w/ BACKERROD @ INTERIOR, TYP.SHIMSEAL LAP, TYP.ALUM. STOREFRONT ASSEMBLY, ASSCHEDULEDWINDOW ASSEMBLY, PERSCHEDULESILL FLASHING BIBROLL ALL LAPS IN AWB w/J-ROLLER, TYP.METAL PANEL, AS SCHEDULED9"PENETRATION FLASHINGBLOCK TO ALLOW FOR SILL TRIMATTACHMENTSILL TRIMSPACER CLIP, PER METAL PANELMANUF.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.FOIL-FACED SAM PENETRATIONFLASHING @ ALUM. STOREFRONTSPER STRUCTURALCANOPY ATTACHMENTKNIFEPLATE - REF. TYP. DETAIL12/BEA5.06, SIM.24 GA. PRE-FINISHED SM HEADFLASHING w/ HEMMED DRIP ANDPRE-FINISHED CLEAT. BED CLEATAGAINST PENETRATION FLASHING, TYP.14"NOTE: SEE DETAILS 12/BEA5.01 AND10/BEA5.03 FOR NOTES IN COMMONFOIL-FACED SAMPENETRATION FLASHINGWRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING34" x 34" (MIN.)ALUM. BACKANGLE34" x 34" (MIN.) ALUM.BACK ANGLE38" SEALANTJOINT w/ BACKERRODINTERIOR BRAKE, PER ARCH.FOIL-FACED SAM PENETRATIONFLASHING38" MIN. SEALANT JOINT w/BACKER RODALUM. STOREFRONT, PERSCHEDULEBRAKE METAL, PER ARCH.BED INTERIOR LEGS OF BRAKEMETAL IN CONT. SEALANTGIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.GIRTS AND SEMI-RIGID MINERALWOOL INSULATION, PER ARCH.ROWLOCK BRICK COURSE,PER ARCH. SLOPE TOSHED WATERWINDOW &DOOR DETAILSKRMGWBEB5.032SCALE: NTSSTOREFRONT JAMB AT BRICK, TYP.3SCALE: NTSSTOREFRONT SILL AT BRICK, TYP.456SCALE: NTSSTOREFRONT HEAD AT METAL789SCALE: NTSSTOREFRONT SILL AT CLADDING, TYP.101112SCALE: NTSSTROFRONT SILL AT GRADESCALE: NTSSTOREFRONT JAMB INSIDE CORNERSCALE: NTSSTOREFRONT JAMB OUTSIDE CORNERSCALE: NTSSTOREFRONT TRANSOM AND CANOPY ATTACHMENTSCALE: NTSVERTICAL TRANSOM, TYP.1SCALE: NTSSTOREFRONT HEAD AT BRICK, TYP.SCALE: NTSSTOREFRONT JAMB AT CLADDING, TYP.SCALE: NTSSTOREFRONT HEAD AT CLADDING, TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 12" WRB CONT. BEHIND FC PANEL CLADDING SYSTEM, AS SCHEDULED VERTICAL REGLET JOINT, TYP. HOLD OFF HORZ. 12", TYP. MOISTURE-RESISTANT FURRING HORIZONTAL REGLET, TYP. WRB, RUN CONT. BEHIND BRICK, TYP. BRICK VENEER, AS SCHEDULED SEAL OR TAPE WRB TO VERT LEG OF FLASHING, TYP. 24 GA. PRE-FINISHED SM FLASHING w/ 12" DRIP EDGE AWB, LAP o/ TARGET FLASHING AND FLASHING PANEL AND SEAL EDGES BRICK VENEER, AS SCHEDULED GROUT IN PIPE PENETRATIONS, TYP. BRICK GROUT OR SANDED SEALANT JOINT, PER ARCH. PIPE, TYP. WEEP TUBE OR CORE VENT, TYP. AWB BRICK VENEER, AS SCHEDULED SAM @ INSIDE CORNER, TYP. 6" EA. SIDE SEAL OR TAPE ALL SEAMS IN WRB METAL PANEL, AS SCHEDULED1'-6"4"18" TARGET FLASHING (WRB) QUICKFLASH PANEL, TYP. GALVANIZED WALL HYDRANT BOX BUTYL TAPE o/ FLANGES - TOP AND SIDES 1'-6"18" TARGET FLASHING (WRB) QUICKFLASH PANEL, TYP. 6" 1'-0" 4" BUTYL SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP. 0.025" SSTL FLASHING w/ HEMMED DRIP SAM FLASHING SEALANT w/ BACKER ROD GRANULAR FILL 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP. BRICK VENEER, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED METAL PANEL, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED CONTINUOUS EXTERIOR INSULATION, PER ARCH.1'-058"38" SEALANT w/ BACKER ROD, TYP. CONT. BEAD OF NON-SKINNING BUTYL SEALANT OR TAPE J-TRIM, PER MANUF. INSIDE CLOSURE SEAL OR TAPE WRB TO VERT. LEG OF FLASHING, TYP. EXTERIOR RATED LIGHT FIXTURE, PER ARCH. GALVANIZED J-BOX, GROUTED INTO BRICK, TYP.1'-6"BRICK VENEER, AS SCHEDULED 18" TARGET FLASHING (AWB) QUICKFLASH PANEL, TYP. AWB, LAP o/ TARGET FLASHING AND FLASHING PANEL AND SEAL EDGES CONTINUOUS EXTERIOR INSULATION, AS SCHEDULED 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP. WRB, LAP o/ SAM FLASHING AND SEAL BOT. EDGE, TYP. 0.025" SSTL FLASHING w/ HEMMED DRIP VENT OR WEEP BOT. COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL CONTINUOUS EXTERIOR INSULATION, PER ARCH. GROUT SOLID UNDER FLASHING MORTAR NET, TYP. SAM FLASHING MORTAR NET, TYP. VENT OR WEEP BOT. COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL VENT OR WEEP TOP COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL 4" SAM TARGET @ ALL BRICK TIES (o/ WRB), TYP.4"BRICK VENEER, AS SCHEDULED VENT OR WEEP TOP COURSE OF BRICK, TYP. RECOMMEND COR-A-VENT, OR EQUAL 12" 24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP INSECT SCREEN WRB, LAP o/ AND SEAL TO VERT. LEG OF FLASHING FURRING, AS SCHEDULED ROWLOCK BRICK COURSE, PER ARCH. SLOPE TO SHED WATER 4"14" ROWLOCK BRICK COURSE, PER ARCH. SLOPE TO SHED WATER 24 GA. PRE-FINISHED SM FLASHING w/ HEMMED DRIP 1 2 APPLY CAULK BEAD RIGID COUNTER FLASHING RIGID COUNTER FLASHING APPLY SEALANT @ CORNERS TERMINATION END DETAILS FACTORY CUT ENDS ALUM. REGLET VERTICAL MOLDING, TYP. FC PANEL RAINSCREEN SYSTEM, AS SCHEDULED WRB, CONTINUOUS BEHIND REGLET, TYP. MOISTURE-RESISTANT FURRING, PER ARCH. 12" WRB FC PANEL RAINSCREEN SYSTEM, AS SCHEDULED ALUM. REGLET Z-FLASHING, TYP. WEATHER-RESISTIVE BARRIER TO BE CONTINUOUS @ CORNERS, 12" MIN LAP. A VERTICAL MOLDING B HORIZONTAL MOLDING STEP STEP MOISTURE-RESISTANT FURRING, TYP. MOISTURE-RESISTANT FURRING, PER ARCH. ATTACHMENT PER ARCH. SAM, TYP. EXTERIOR DETAILS KRM KRM BEB5.04 1 SCALE: NTS INSIDE CORNER - BRICK TO SIDING 2 SCALE: NTS CLADDING TRANSITION 3 SCALE: NTS BASE OF WALL 4 SCALE: NTS HOSE BIB AT BRICK VENEER 5 SCALE: NTS CLADDING TRANSITION 6 SCALE: NTS ALTERNATE: BASE OF WALL 8 9 SCALE: NTS REGLET TRANSITION - MID-PANEL SPAN 10 SCALE: NTS REGLET TRANSITIONS 11 SCALE: NTS HORIZ. REGLET ABUTMENT 12 SCALE: NTS REGLET JOINT @ OUTSIDE CORNER 7 SCALE: NTS LIGHT FIXTURE AT BRICK VENEER SCALE: NTS PIPE PENETRATION AT BRICK VENEER THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHINGCLADDING, AS SCHEDULED26 GA. PRE-FINISHED SM 'Z' FLASHING w/ FOLDED ENDDAMS. BED IN SEALANT TO BLOCKING, TYP.54" CEMENTITIOUS TRIM/BLOCKINGQUICKFLASH @ ALL PENETRATIONS, TYP.SHINGLE w/ WRB AND TAPE TOP AND SIDESFIELD WRB - HORSESHOE AROUNDPENETRATION AND SEAL w/ SEAM TAPECLADDING, AS SCHEDULEDQUICKFLASH PANEL @ ALL PENETRATIONS, TYP.SHINGLE w/ WRB AND TAPE TOP AND SIDESPIPE PENETRATION, TYP.14" SEALANT FILLET TOOLED AROUNDPIPE, TYP.SEAL BETWEEN THE BIB FLANGE AND BLOCKINGw/ SILICONE SEALANTFROST-FREE HOSE BIB, TYP.CONTINUOUS CLOSED-CELL SPRAY FOAM(FROM INTERIOR) @ PIPE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)CONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ PIPE PENETRATION THROUGH EXTERIORSHEATHING (AIR SEAL)EXTERIOR RATED LIGHT FIXTURE,PER SCHEDULEEXTERIOR RATED ELECTRICAL BOX - SIZEDTO FIT QUICKFLASH PANELQUICKFLASH PANEL - FLANGED TO SHAPEOF ELECTRICAL BOXWRB CONT. FROM BELOWCONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ CONDUIT/WIRE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)4"FURRING, AS SCHEDULEDFURRING, AS SCHEDULEDINSECT SCREENCLADDING, AS SCHEDULEDFURRING, AS SCHEDULEDWRBCLADDING, AS SCHEDULED12"12"SEAL EDGES AND LAPS, TYP.ALUM. TRIM, PER ARCH.WRBCLADDING, ASSCHEDULEDSEALANT FILLET12"12"SEAL EDGES ANDLAPS, TYP.SEALANTFILLETFIELD WRB CONT. BEHINDFLASHING, TYP.4"12"CLADDING, AS SCHEDULED24 GA. PRE-FINISHED SMFLASHING w/ 2" DRIP. ALLOWFOR BUILDING MOVEMENT -VERIFY w/ STRUCTURAL2" MIN.12" CLR38" CLRFURRING, AS SCHEDULEDINSECT SCREENAWB, LAP o/ AND SEAL TOVERT. LEG OF FLASHING, TYP.WRBCLADDING, ASSCHEDULEDALUM. TRIM, PERARCH.12"12"SEAL EDGES ANDLAPS, TYP.FURRING, ASSCHEDULEDWRBCLADDING, AS SCHEDULEDALUM. TRIM, PER ARCH.FURRING, AS SCHEDULEDSEAL EDGES AND LAPS, TYP.TRIM FLASHING,PER ARCH.WRB LAP o/ AND SEAL TO VERT. LEG OFFLASHING, TYP.26 GA. PRE-FINISHED SM 'Z' FLASHING w/FOLDED END DAMSEXTERIOR RATED LIGHT FIXTURE,PER SCHEDULEEXTERIOR RATED ELECTRICAL BOXCEMENTITIOUS TRIM/BLOCKING, TYP.QUICKFLASH PANEL - FLANGED TO SHAPEOF ELECTRICAL BOX4"WRB CONT. FROM BELOWCONTINUOUS CLOSED-CELL SPRAY FOAM (FROMINTERIOR) @ CONDUIT/WIRE PENETRATIONTHROUGH EXTERIOR SHEATHING (AIR SEAL)CLADDING, AS SCHEDULED14" SEALANT FILLET AROUND SIDES AND BOTTOM TOLAP SIDINGINSECT SCREEN6"SAM o/ FLASHING PANEL TOP AND SIDESFIELD WRB - HORSESHOE AROUNDPENETRATION AND SEAL w/ SEAM TAPESAM o/ FLASHING PANEL TOP AND SIDESSAM o/ FLASHING PANEL TOP AND SIDES6"SAM o/ FLASHING PANEL TOP AND SIDES5ATHROUGH-WALLFLASHING4"2"12"10°12"12" 12"12"SAM TARGET @ EA. BRICK TIE (3" x 3"SQUARE), INSTALLED o/ WRBBRICK VENEER, PER ARCH.SEAL LAPS IN WRB, TYP.BRICK TIE, BY OTHERSWRBSAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM, 3" EA. SIDESAM TARGET @ EA. BRICKTIE (3" x 3" SQUARE),INSTALLED o/ WRBBRICK TIE, BY OTHERSWRBBRICK VENEER, PERARCH.EXTERIORDETAILSKRMKRMBEB5.051SCALE: NTSINSIDE CORNER AT VERTICAL PANEL SIDING2SCALE: NTSOUTSIDE CORNER AT VERTICAL PANEL SIDING34578910SCALE: NTSHOSE BIB, TYP.11SCALE: NTSPIPE PENETRATION, TYP.12SCALE: NTSEXT. LIGHT FIXTURE @ LAPPED CLADDING, TYP.SCALE: NTSINSIDE CORNER AT PLANK SIDINGSCALE: NTSOUTSIDE CORNER AT PLANK SIDINGSCALE: NTSOUTSIDE CORNER AT BRICK VENEERSCALE: NTSNOT USEDSCALE: NTSTHROUGH-WALL FLASHING, TYP.9SCALE: NTSINSIDE CORNER AT BRICK VENEERSCALE: NTSEXT. LIGHT FIXTURE @ PANEL CLADDING, TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 6" MIN.FIELD WRB - TAPE ALL SEAMS AROUND FLASHING PANEL WRB MANUF. STANDARD SEAM TAPE SAM o/ FLASHING PANEL SIDES AND TOP (LEAVE BOTTOM EDGE OPEN FOR DRAINAGE) LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW AIR SEAL AROUND OPENING - TARGET TO SHEATHING, TYP. QUICKFLASH PANEL, AS SCHEDULED FIELD WRB - TAPE ALL SEAMS AROUND VENT SHROUD w/ MANUF. STANDARD SEAM TAPE. ROLL TAPE ONCE INSTALLED, PER MANUF. 4" SAM (OR SA MEMBRANE STRIP) o/ VENT SHROUD FLANGES @ SIDES AND TOP LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW BED VENT SHROUD FLANGES IN CONTINUOUS SEALANT TO TARGET FLASHING FULLY SOLDERED VENT SHROUD w/ 4" FLANGES PRE-FINISHED VENT HOOD, PER ARCH. INSTALL AFTER CLADDING SYSTEM6" MIN.LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW 6" MI N. 1"1"LAP o/ AND SEAL TARGET FLASHING TO WRB FIELD BELOW SAM FLASHING MEMBRANE TARGET o/ WRB TARGET KNIFEPLATE WRB TARGET FIELD WRB FROM BELOW SAM FLASHING MEMBRANE CUT AROUND PLATE - INSTALL MONOLITHICALLY o/ FASTENER HEADS FIELD WRB CUT AROUND KNIFEPLATE - SEAL ALL EDGES w/ MANUF. STANDRAD SEAM TAPE. ROLL TAPE ONCE INSTALLED, PER MANUF. TARGET FLASHING (WRB) - ALLOW FOR 24" ALL SIDES 4" MIN.1" 4" M I N .4" MIN.4" M I N . CA V I T Y S I Z E P E R V E N T S 1" 1" 1" 1"11"VENT COVER 1" PROUD OF SIDING, OR, PER ARCH. FACE OF SIDING BACKDRAFT FLAP @ ALL OPENINGS SLOPED TO DRAIN HEMMED DRIP EDGE OPENING SIZE - COMBINED SQFT FROM VENT DUCTS 24 GA. (MIN.) GALVANIZED SHEET METAL (GSM), FULLY SOLDERED VENT COLLAR w/ 4" FLANGES PROVIDE METAL COLLAR TO RECEIVE VENT HOOD. SOLDER METAL COLLAR JOINTS AND PROVIDE DRIP EDGE @ BOTTOM VENTING HOLES, AS REQ'D 1" TYP. @ SIDES, BETWEEN HOLES AND @ BOTTOM. TIGHT TO TOP NOTE: 1.SIMILAR FOR SINGULAR VENTS - SIZE PER ARCH/MEP. 2.MECHANICAL PANEL SCREEN PER ELEVATIONS (PER ARCH.). NFVA TO MEET CODE, COLOR TO MATCH ADJACENT CLADDING (OR, PER ARCH). CLADDING, AS SCHEDULED FURRING, AS SCHEDULED FIELD WRB - LAP o/ AND SEAL/TAPE TO SAM FLASHING SAM FLASHING MEMBRANE CUT AND LAPPED o/ ATTACHMENT PLATE AND FASTENERS, TYP. SAM FLASHING MEMBRANE TARGET (o/ AWB TARGET) KNIFEPLATE, PER STRUCT. WRB TARGET FIELD WRB FROM BELOW SEAM TAPE1"6"WRB LAP o/ AND SEAL TO VERT. LEG OF FLASHING, TYP. NOTE: 1.SEAL WRB TO VENT FLANGES AT THE TOP AND SIDES. LEAVE BOTTOM FLANGE OPEN FOR DRAINAGE. 2.VERIFY WITH ARCHITECT VENT ASSEMBLY. 3.WRB/TARGET FLASHING SAME FOR VENTS LOCATED IN ENGINEERED STONE VENEER. TARGET FLASHING BEHIND VENT FLANGES - EXTEND 4" MIN. PAST FLANGES ALL SIDES, TYP. CLADDING, AS SCHEDULED PRIMED VENT SHROUD BACKDRAFT DAMPER6"TAPE/ SEAL SEAMS OF WRB, TYP. REMOVABLE PERFORATED SCREEN (IF NOT DRYER VENT) CONTINUOUS CLOSED-CELL SPRAY FOAM (FROM INTERIOR) @ DUCT PENETRATION THROUGH EXTERIOR SHEATHING (AIR SEAL) INSECT SCREEN GSM COLLAR GALV. SCREW w/ EPDM WASHER 4" SAM BEHIND FLASHING 4"4" LAP SIDING, AS SCHEDULED 14" SEALANT FILLET 24 GA. PRE-FINISHED SM FLASHING ALUM. TRIM, PER ARCH. FURRING, AS SCHEDULED PANEL SIDING, AS SCHEDULED WRB, CONT. EXTERIOR DETAILS KRM KRM BEB5.06 1 SCALE: NTS VERTICAL CLADDING TRANSITION 2 SCALE: NTS NOT USED 3 SCALE: NTS VENT SHROUD - SECTION 5 SCALE: NTS QUICKFLASH PANEL FLASHING SEQUENCE 6 SCALE: NTS VENT COLLAR - ISO 8 SCALE: NTS VENT SHROUD FLASHING SEQUENCE 9 SCALE: NTS KNIFEPLATE FLASHING, TYP.12 SCALE: NTS KNIFEPLATE FLASHING SEQUENCE THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION 4"4"12"412"4"24 GA. GALVANIZED SMBOOT FLASHINGDECK EDGE FLASHING, PERTYPICAL DETAIL 2/XBE5.07FASCIA, TO BE FIT FLUSH w/ADJACENT SIDING.CONTRACTOR TO VERIFYWIDTH OF FASCIAEXTERIOR SHT'G4"4"4"4"4"WRB (NOT SHOWN) TOSHINGLE OVER VERTICALFLANGE AND SEALWRB (NOT SHOWN) TOSHINGLE OVER VERTICALFLANGE AND SEAL24 GA. GALVANIZED SMBOOT FLASHINGDECK EDGE FLASHING, PERTYPICAL DETAIL 5/XBE4.04FASCIA, TO BE FIT FLUSHw/ ADJACENT SIDING.CONTRACTOR TO VERIFYWIDTH OF FASCIAEXTERIOR SHT'GWRB TARGET - CONTINUOUS BEHINDDECK LEDGER, TYP. - PROVIDE A 6"MIN. LAP EA. SIDE OF LEDGERDECK WP MEMBRANE - CONTINUOUSUP JAMBS 6" MIN. MEMBRANE TOADHERE DIRECT TO SHEATHING, TYP.DECK FRAMING, AS SCHEDULED6"WRB, LAP o/ MEMBRANE AND SEALBOTTOM EDGE, TYP.CLADDING, AS SCHEDULED24 GA. GALV. SADDLEFLASHING - SEE DETAIL5,6/XBE5.04, TYP.ADECK EDGEFLASHING, TYP.4"212"24 GA. PRIMED SMFLASHING w/ HEMMEDDRIPFASCIA, PER ARCH.WP DECK MEMBRANE24 GA. PRIMED SM FLASHING (OR MESH),TYP., PER MEMBRANE MANUF.REQUIREMENTSSIDING, AS SCHEDULEDWRB, CONTINUOUSSAM TARGET FLASHING BEHIND BLOCKINGCEMENTITIOUS BLOCKINGRAILING AND ATTACHMENT, PER ARCH.ALUM. GUARDRAIL - FACEMOUNT TOMOISTURE-RESISTANTBLOCKING, TYP.212"4"4"DECK MEMBRANE,AS SCHEDULEDDECK EDGE FLASHING -REF. DETAIL 2/BEA5.074"4"1" MIN.24 GA. SM DECK TOWALL FLASHING6"UPTURN MEMBRANE 6"MIN. TO WALLSHEATHING4"EXTENDMEMBRANE CONT.4" ONTO FACE OFSHEATHING, TYP.CORNER TRIM, ASSCHEDULEDSIDING, AS SCHEDULEDCORNER TRIM,EXTENDED BELOW1"2"SLOPE 2% MIN.SLOPE 14":12" MIN.ROUTE EDGE OF SHEATHINGTO ALLOW FOR FLUSHINSTALL OF FLASHING, TYP.1"WRB TARGET - CONTINUOUSBEHIND DECK LEDGER, TYP.DECK WP MEMBRANE -CONTINUOUS INTO SILL AND 6"MIN. UP JAMBSDECK FRAMINGSLOPE 14":12" MIN.DOOR, PER SCHEDULEALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT0.025" SSTL SILL PAN w/FOLDED/ SEALED ENDDAMSPER ARCH.12"AIRPERFORATED STRIPVENTSOFFIT, PER ARCH.SLOPE 14":12" MIN.TERM. WP MEMBRANE @ BOT. CHAMFEREPDM SHIMGUARDRAIL, BY OTHERSWP MEMBRANE - STRIP-INPRIOR TO GUARDRAIL INSTALLDOOR, PER SCHEDULEALUM. THRESHOLD, ASSCHEDULED - BED IN CONT.SEALANT2"6"WRB, LAP o/ AND SEAL TOVERT. LEG OF FLASHINGBRICK VENEER, AS SCHEDULED0.025" SSTL FLASHING w/ HEMMEDDRIP - SPRUNG TO DECKVENT OR WEEP BOT. COURSE OFBRICK, TYP. RECOMMENDCOR-A-VENT, OR EQUALMORTAR NET, TYP.WP MEMBRANEEXTERIORDETAILSKRMKRMBEB5.07381011126SCALE: NTSCONCRETE UNIT DECKSCALE: NTSDECK TO WALL AT CONC. DECKSCALE: NTSNOT USED5417SCALE: NTSTOP RAIL WALL ATTACHMENTSCALE: NTSNOT USEDSCALE: NTSDOOR THRESHOLD AT FRAMED DECKSCALE: NTSDECK TO WALL (PERPENDICULAR)SCALE: NTSDECK TO OUTSIDE WALL (FLUSH)SCALE: NTSDECK TO WALL, TYP.SCALE: NTSDECK TO WALL INTERFACE2SCALE: NTSDECK EDGE FLASHING, TYP.THE UNDERSIGNED HAS PROVIDEDBUILDING ENCLOSURE DOCUMENTSTHAT, IN MY PROFESSIONALJUDGEMENT, ARE APPROPRIATE TOSATISFY THE REQUIREMENTS OF RCW64.55.005 THROUGH 64.55.090.DRAWNDESIGNCHECKCOPYRIGHT © 2020 OAC SERVICES, INC.THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATEDHEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OFOAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR INPART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue Sout Suite 200 Seattle, WA 98134 t: 206.285.4300 f: 206.285.4371 w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTS BLOCK B 2806 NE SUNSET BLVD RENTON, WASHINGTON 98056R12-210007.002021-0916PERMIT SET -WEST TOWERPR18-00333 PR21-000386 B21004840 v1RECEIVED10/06/2021MKamphausBUILDING DIVISION 8"1" SAM TAPE (AS REQ'D PER ROOFING MANUF.) ALUM. TERMINATION BAR w/ SEALANT 0.025" SSTL RECIEVER 0.025" SSTL REGLET FLASHING w/ 12" HEMMED DRIP PERFORATED GIRT / INSECT SCREEN AWB, BOT. EDGE SEALED TO FLASHING, TYP. ROOF MEMBRANE HEAT WELD6"CLADDING, AS SCHEDULED HIGH-TEMP SAM SINGLE-PLY ROOFING MEMBRANE WRB2"PER ARCH.ALUM. TERM. BAR w/ SEALANT 3" HEAT WELD CONT. GALV. CLEAT INSECT SCREEN 24 GA. PRE-FINISHED, STANDING SEAM SM COPING w/ HEMMED DRIP EDGES. DO NOT FASTEN CLEATS THROUGH HORIZONTAL MEMBRANE SLOPE 14":12"6" MIN.4"CLADDING, AS SCHEDULED FURRING, AS SCHEDULED ROOF ACCESS HATCH, AS SCHEDULED TERMINATE FIELD MEMBRANE w/ FASTENER PLATE 1" FROM CURB AND 12" o.c. AROUND CURB, TYP. FIELD MEMBRANE VERIFY MIN. UPTURN AND TERMINATION w/ ROOFING MANUF. TYPICALLY 8" MIN. CANT STRIP, AS NECESSARY TPO PRIMER, AS REQUIRED BY MANUF. UNREINFORCED PRE-FABRICATED (OR FIELD-FABRICATED) TPO MEMBRANE T-JOINT PATCH MIN. 4" DIAMETER CUT EDGE SEALANT, TYP. RE-INFORCED TPO MEMBRANE, AS SCHEDULED 3" (MIN.) REINFORCED TPO MEMBRANE ROOF SUBSTRATE INSULATION/ COVERBOARD, AS SCHEDULED CUT EDGE SEALANT HEAT-WELDED LAP MOLDED OUTSIDE CORNER FIELD MEMBRANE WRAP ROOFING MEMBRANE CONT. o/ CURB AND DOWN 2" MIN. FASTEN @ INTERIOR SIDE, TYP. ROOF CURB INSULATION, AS SCHEDULED COVERBOARD TERMINATE FIELD MEMBRANE w/ FASTENER PLATE 1" FROM CURB AND 12" o.c. AROUND CURB, TYP. ALUM. TERMINATION BAR - TYPICALLY FASTENED 6" o.c. (OR PER MANUF.) REINFORCED, 60-MIL (MIN.) TPO MEMBRANE CAULK GRADE SEALANT FASTENERS AND PLATES - TYPICALLY 12" o.c. (OR PER MANUF. BED LEADING EDGE OF MEMBRANE IN SEALANT PRIOR TO TERMINATION, TYP. 8" MIN. ROOF ASSEMBLY, AS SCHEDULED SA VAPOR BARRIER 1" (MIN. CLOSED-CELL SPRAY FOAM) PERLITE CANT STRIP, OR PER MANUF. RECOMMENDATIONS - VERIFY FIELD MEMBRANE 2"HEAT WELD 24 GA. GSM COUNTERFLASHING w/ 12" HEMMED DRIP PER MECH. CONT. EPDM ISOLATOR PAD, OR PER MECH. INSULATE TO HVAC DUCT (INSIDE CURB), MIN. R-13. SEAL TO DUCT TO MAINTAIN AIR BARRIER (CLOSED-CELL SPRAY FOAM), TYP. HVAC DUCT SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. VERIFY BLOCKING w/ STRUCT. 14" SEALANT JOINT BETWEEN TRIM AND WINDOW @ JAMBS AND SILL, TYP. ALUM. TRIM, PER ARCH. AIR 12" PENETRATION FLASHING, PER BEA5.00 INSECT SCREEN 24 GA. PRE-FINISHED SM STEP FLASHING - OVERLAP COPING METAL 2" MIN. HT SAM 24 GA. PRE-FINISHED SM COPING FLASHING w/ 4" DOWNLEG CONT. GALV. CLEAT INSECT SCREEN CLADDING, AS SCHEDULED FURRING, AS SCHEDULED 1" (MIN.) CLOSED-CELL SPF (AIR SEAL 1" CLOSED-CELL SPF (AIR SEAL) 3 8" SEALANT JOINT w/ BACKER ROD WINDOW, PER SCHEDULE ROOF DETAILS BEB6.00 2 SCALE: NTS PARAPET, TYP. 3 4 SCALE: NTS ROOF TO WALL TERMINATION, TYP. 5 SCALE: NTS ROOF MEMBRANE TERMINATION - ISO 7 SCALE: NTS ROOF CURB, TYP. SCALE: NTS ROOF CURB - ISO 10 SCALE: NTS ROOF HATCH, TYP. 12 SCALE: NTS ROOF AT STEP BACK SA VAPOR BARRIER SCALE: NTS END LAP & T-JOINT PATCH6 REF. DETAIL 3/A640 REF. DETAIL 8/A640 THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION VE R I F Y I N F I E L D 6" MI N. 24 GA. PRE-FINISHED SM COPING CAP STANDING SEAM JOINTS - FOLD AND SEAL ENDS, TYP. NOTE: NO PENETRATION WILL BE ALLOWED IN TOP OF COPINGS LAP VERT. FACES OF COPING AND INSTALL OVER BED OF SEALANT BEND CORNERS OVER 3 4" STANDING SEAM JOINT, TYP. SL O P E SLOPEA A LAP FINISH MATERIAL 2" MIN STANDING SEAM JOINT (TYP) 2 SEALANT BEADS ON ALL 3 SIDES, TYP. 1"1" SL O P E PIPE/TUBE PENETRATION - PREP SUBSTRATE PER MANUF., AS REQUIRED 3", OR PER MANUF. CONTINUOUS SEALANT @ GUMLIP ABOVE CLASP STAINLESS STEEL CLASP PRE-MANUFACTURED BOOT FLASHING 8" MIN., TYP.HEAT WELD 3", OR PER MANUF. CONTINUOUS SEALANT @ GUMLIP ABOVE CLASP STAINLESS STEEL CLASP 8" MIN., TYP.HEAT WELD, TYP. PRE-MANUFACTURED BOOT FLASHING FALL ARREST ANCHOR - ATTACH PER STRUCT. 4"4" 8" 4" PER ARCH. 12B ROOF TO WALL (PERPENDICULAR) 12A ROOF TO WALL (PARALLEL) 4" 4" 4" PER ARCH. 4" 4" 8" 4" 4" 4" 4" 4"4" 8" 24 GA. FULLY SOLDERED, GALVANIZED SHEET METAL (GSM) SADDLE FLASHING. INSTALL DIRECT TO WALL SHEATHING ADJACENT HIGH-TEMP SELF-ADHERED MEMBRANE o/ SHIM FIELD AWB EA. SIDE - TUCK UNDER HTSAM TUCK FIELD AWB UNDER SADDLE @ WALL CONTINUOUS INSULATION AROUND LEADER, TYP. OVERFLOW DRAIN, TYP. COVER BOARD CLAMPING RING, TYP. STRAINER CAP - VERIFY PROFILE w/ ARCH. TAPERED INSULATION, PER ARCH. MIN. 6" @ DRAIN CAST IRON DRAIN BASIN, OR PER ARCH. SET DRAINS IN CONT. BED OF APPROVED SEALANT, TYP.SUMP, PER ARCH.SINGLE-PLY MEMBRANE, AS SCHEDULED SA VAPOR BARRIER SA VAPOR BARRIER CONT. UNDER AND OVER ATTACHMENT PLATE CUT EDGE SEALANT HEAT WELD FASTEN FIELD AND HEAT WELD COVERBOARD 2" (MIN.) RIGID INSULATION TAPERED INSULATION, SLOP TO DRAIN TO MAIN ROOF S.S.D. SA WRB SINGLE-PLY MEMBRANE 2-PIECE, PRE-FINISHED ALUMINUM ROOF EDGE FLASHING PER ARCH.4"1" CLOSED-CELL SPF (AIR SEAL) TAPERED INSULATION, TO DRAIN 2"TERMINATE ROOFING MEMBRANE @ FASCIA, TYP. CLADDING, AS SCHEDULED 18" 14" EXT. SOFFIT, PER ARCH. 24 GA. PRE-FINISHED SM FLASHING w/ 12" HEMMED DRIP 4"212"4" FASCIA WRB CLADDING, AS SCHEDULED CLAD-METAL EDGE DRIP FLASHING HEAT WELD HEAT WELD SINGLE-PLY MEMBRANE 1" CLOSED-CELL SPF (AIR SEAL) 1" CLOSED-CELL SPF (AIR SEAL) SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. SA VAPOR BARRIER TURN UP EDGE BLOCKING AND SEAL EDGES, TYP. SA VAPOR BARRIER TURN UP AND SEAL EDGES, TYP. 6 BEA6.01 3"3"VERIFY w/ MECH. 4'-0"2'-0"1'-9"1'-9" ROOF DRAIN OVERFLOW DRAIN w/ COLLAR LEAD FLASHING DRAIN SUMP ROOF DETAILS KRM BEB6.01 1 SCALE: NTS ROOF MEMBRANE PENETRATION, TYP. 2 4 SCALE: NTS SINGLE PLY ROOF EDGE OVERHANG 5 SCALE: NTS SINGLE PLY ROOF EDGE 6 SCALE: NTS ROOF DRAIN BASIN & OVERFLOW, TYP. 7 SCALE: NTS PARAPET TO WALL TRANSITION 8 SCALE: NTS MAIN TO BUTTERFLY ROOF TRANSITION 9 SCALE: NTS ROOF DRAIN SUMP - PLAN 10 SCALE: NTS COPING CORNER, TYP. 11 SCALE: NTS TYPICAL STANDING SEAM JOINT 12 SCALE: NTS PARAPET TO WALL SADDLE FLASHINGS SCALE: NTS FALL ARREST ANCHOR FLASHING, TYP. THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION 1'-0" SUMP 3"3"4"6"4"3"1" CANT STRIP CONDUCTOR BOX, REFER TO DET. 4/BE5.02 SCUPPER COLLAR SAM FLASHING TAPE CLADDING, AS SCHEDULED AWB SINGLE-PLY ROOF MEMBRANE ROOF MEMBRANE FLASHING, PER MANUF. MEMBRANE EDGE SEALANT EA. SIDE4"PVC-CLAD SCUPPER BODY, BED IN CONTINUOUS SEALANT TO SHEATHING/ FRAMING, TYP. SCUPPER COLLAR @ EXT. SIDE w/ 4" FULLY SOLDERED FLANGES PRE-FINISHED SM COLLECTOR BOX WITH OVERFLOW AND DOWNSPOUT, 22 GA. MIN. REFER TO ARCH. FOR DIMENSIONS AND FINISH WRB CLADDING, AS SCHEDULED 1" OVERFLOW SLOT SET COLLAR FLANGE IN CONT. SEALANT INSECT SCREEN 12"3" SA VAPOR BARRIER 4" 4" 4" 4" 6" 4" DEPTH OF WALL +3"34" 2" 4" 4" 4" 4" 6" 4" 24 GA. GALV. G-90, FULLY-SOLDERED SCUPPER BODY 24 GA. GALV. G-90, FULLY SOLDERED SCUPPER COLLAR 4" FIELD MEMBRANE PRE-FABRICATED OUTSIDE CORNER, HEAT-WELDED RE-INFORCED 60-MIL (MIN.) TPO MEMBRANE, AS SCHEDULED REINFORCED 60-MIL MEMBRANE, AS SCHEDULED FIELD MEMBRANEFASTENERS AROUND PERIMETER, PER MEMBRANE MANUF. MANUF. T-JOINT PATCH @ MEMBRANE OVERLAP, TYP. ONE PIECE CORNER MEMBRANE w/ PIG EAR (DO NOT CUT). ALL SEGMENTS MUST BE WELDED DOWN, PER MEMBRANE MANUF. CURB OR WALL 3" MIN. 3"PER ARCH.ROOF ASSEMBLY, AS SCHEDULED ROOF ASSEMBLY, AS SCHEDULED CLOSED-CELL SPRAY FOAM OR FIRE-RESISTANT INSULATION COMPOSITE DOOR, PER SCHEDULE SINGLE-PLY MEMBRNAE, STRIPPED-IN THE DOOR SILL AND UP JAMBS 6" ALUM. THRESHOLD, AS SCHEDULED - BED IN CONT. SEALANT0.025" SSTL SILL PAN w/ FOLDED/ SEALED END DAMS 3"SA VAPOR BARRIER ROOF DETAILS BEB6.02 2 SCALE: NTS THROUGH-WALL SCUPPER & COLLAR 4 SCALE: NTS THROUGH-WALL SCUPPER - PLAN 5 SCALE: NTS NOT USED 6 SCALE: NTS THROUGH-WALL SCUPPER - SECTION 710 12 SCALE: NTS ROOF STEP AT HIGH ROOF SCALE: NTS INSIDE CORNER (1-PIECE), TYP. SCALE: NTS OUTSIDE CORNER FLASHING, TYP. SA VAPOR BARRIER THE UNDERSIGNED HAS PROVIDED BUILDING ENCLOSURE DOCUMENTS THAT, IN MY PROFESSIONAL JUDGEMENT, ARE APPROPRIATE TO SATISFY THE REQUIREMENTS OF RCW 64.55.005 THROUGH 64.55.090. DRAWN DESIGN CHECK COPYRIGHT © 2020 OAC SERVICES, INC. THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF SERVICE, ARE THE PROPERTY OF OAC SERVICES, INC. AND ARE NOT TO BE USED IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF OAC SERVICES, INC.2200 First Avenue SoutSuite 200Seattle, WA 98134t: 206.285.4300f: 206.285.4371w: www.oacsvcs.comOAC PROJ. No.SOLERA APARTMENTSBLOCK B2806 NE SUNSET BLVDRENTON, WASHINGTON 98056R12-210007.00 2021-0916 PERMIT SET - WEST TOWER PR18-00333 PR21-000386 B21004840 v1 RECEIVED 10/06/2021 MKamphaus BUILDING DIVISION