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APPROVED BLD ENG PLN BLD2021-0088 - Anthology Main Permit Arch, Rvw-4, dbeck, REV SLIP SHEETEDANTHOLOGY PROJECT DESCRIPTION NEW 164,000 SF SENIOR INDEPENDENT LIVING BUILDING IN EDMONDS, WASHINGTON. THE BUILDING WILL HAVE 127 INDEPENDENT LIVING UNITS. THIS COMMUNITY WILL BE SPECIALLY DESIGNED FOR SENIOR RESIDENTS WHO ARE STILL ACTIVE BUT WILL BENEFIT FROM SERVICES PROVIDED BY THE OPERATOR. SERVICES INCLUDE COMMERCIAL KITCHEN AND DINING ROOM, FITNESS CENTER, SALON, LAUNDRY, SOCIAL ACTIVITIES, AND HOUSEKEEPING. PLANNING INFORMATION ZONE: CG (GENERAL COMMERCIAL) TAX LOT ID: IN131 CB-01100 I N 131 CB-01000 PERMIT NUMBERS AUGMENTED DESIGN REVIEW: PLN2021-0004 CIVIL PERMIT: BLD2021-0116 BUILDING PERMIT: BLD2021-0088 DEMO PERMIT: BLD2022-0017 DOMESTIC 3" WATER METER: ENG2022-0061 IRRIGATION METER: ENG2022-0068 SANITARY SIDE SEWER: ENG2022-0037 RIGHT-OF-WAY PERMIT: ENG2022-0038 ARCHITECT TEAM 21200 72nd AVE W OF EDMONDS EDMONDS, WA 98026 ADDITIONAL DEFERRED SUBMITTALS: -Bidder design holdown system DEFERRED SUBMITTALS i -Mechanical unit support and anchorage/bracing (including built-in in kitchen equipment such as hoods) i • SHOP FABRICATED WOOD TRUSS ! -Stairs, handrails, and guardrails (where information is not previously ' • FIRE STOPPING ! provided within the approved drawings) ! • WOOD -JOIST -Fire-stop systems, including membrane- and through -penetration • GLUED -LAMINATED CONSTRUCTION � P Y g■ • ACOUSTICAL CEILINGS: CEILING SUPPENSION SYSTEM fire stop assemblies not specified or detailed within the drawings. • ALUMINUM STOREFRONT ' -Dropped GWB ceilings & GWB soffits, suspended wood slat ceilings in • EXTERIOR COLD FORM FRAMING ■ ■ -Smoke Control System Design ALL DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT ARCHITECT AND/OR ENGINEER FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF PROJECT ARCHITECT'S AND/OR ENGINEER'S REVIEW AND COORDINATION, A SUBMITTAL SHALL BE MADE (FOR CITY REVIEW AND APPROVAL) BY THE CONTRACTOR, WHICH SHALL INCLUDE A LETTER (OR SHOP DRAWING APPROVAL STAMP) STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE (E.G., WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC.) SEPARATE PERMIT • MECHANICAL (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IMC) • PLUMBING (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 UPC) • ELECTRICAL (2020 NEC) • FIRE ALARM (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC,' NFPA 13 - 2013; NFPA 99 AND 101 - 2015) • FIRE SUPPRESSION SPRINKLER SYSTEM (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFC,' NFPA 13 - 2013; NFPA 99AND 101 - 2015) • FIRE SPRINKLER (2015 WASHINGTON STATE BUILDING CODE BASED ON 2015 IFQ NFPA 13 - 2013; NFPA 99 AND 101 - 2015) • FIRE CONNECTION (2015 WASHINGTON STATE BUILDING CODE BASED ON 2075 IFC; NFPA 13 - 2013; NFPA 99 AND 107 - 2015) • SIGNS • CIVIL CONSTRUCTION PLAN SET - under separate Fill/Grade Permit • DEMO PERMIT - NOTE AS PART OF CIVIL • DISTRIBUTIVE ANTENNA SYSTEM (DAS) OWNER TEAM VICINITY MAP =leven 4onkey i SPECIAL INSPECTIONS ARE REQUIRED FOR: i SOILS: As per Soils Report, including but not limited ! to shoring and grading ! STRUCTURAL: Reinforced Concrete; Bolting in i concrete; Prestressed Concrete; Masonry; ' i Structural Steel/Welding/High Strength Bolting; ■ i Structural Observation by the FOR OTHER: Smoke Control Systems; i See also S0.04 and S0.05 ' loth St SW 7 i01h St SW 21oth St SW s p Porbug Repair Q Whole Pup 0 N TIC Span America Q 19 a D :E Kafe Neo Edmonds QEdmonds Family Medicine A D 212th St SW 7 212th St SW O SITE LOCATION - rPkSW Park 212 Q -'73th PI SW 213th PI SW Edmonds Park & Ride O CONTRACTOR TEAM Banner Bank © = Q 3 D 212th St SW QMagic Toyota Q Allied Building Products, 15 A Beacon Roofing... SEAWEED Cannabis O O Edmonds - Dispensary... O ARCHITECT STRUCTURAL OWNER GEOTECH & ENVELOPE GENERAL CONTRACTOR FIRE SUPPRESSION ANKROM MOISAN KPFF ANTHOLOGY SENIOR LIVING TERRACON CONSULTANTS CATALYST CONSTRUCTION GROUP TBD 38 NORTHWEST DAVIS 503.245.7100 111 SW FIFTH AVE 503.227.3251 2401 EAST 2ND AVE 312.994.1880 21905 64TH AVE. W 425.771.3304 130 E RANDOLPH STREET TBD SUITE 300 www.ankromoisan.com SUITE 2600 www.kpff.com SUITE 500 anthologyseniorliving.com SUITE 100 www.terracon.com SUITE 2100 TBD PORTLAND, OR 97209 PORTLAND, OR 97204 DENVER, CO 80206 MOUNTLAKE TERRACE, WA 98043 CHICAGO, IL 60601 MARK MILLER 503.952.1397 JIM VODDEN - PE, SE 503.764.0529 MICHAEL DUGGAN 720.805.0497 ZACHARY L. KOEHN - P.E. HARDIK PATEL 312.800.5376 PRINCIPAL markcm@ankrommoisan.com jim.vodden@kpff.com SVP, DEV & CON mduggan@ca-anthology.com VP, PRE -CONSTRUCTION HPatel@catalystconstructiongrp.com RICHARD GRIMES 503.952.1563 ANDI CAMP - PE, SE 503.764.0514 BEN TROUTMAN 312.994.1875 DAVID A. BASKA - P.E. OWEN SMITH 312.446.4016 PROJECT ARCHITECT richardg@ankrommoisan.com andi.camp@kpff.com SM, PRE -CONSTRUCTION btroutman@ca-anthology.com PRE -CONSTRUCTION MGR osmith@catalystconstructiongrp.com ALICIA DUNSTAN alicia.dunstan@terracon.com 1- ANKROM MOISAN 38 NORTHWEST DAVIS SUITE 300 PORTLAND, OR 97209 DARLA ESNARD PRINCIPAL LINDSEY NEAL INTERIOR DESIGNER PLUMBING DC ENGINEERING 440 EAST CORPORATE DRIVE SUITE 103 MERIDIAN, ID 83642 AARONPROUGH ELECTRICAL DC ENGINEERING 440 EAST CORPORATE DRIVE SUITE 103 MERIDIAN, ID 83642 GINA SPIRNOCK - LC 503.245.7100 www.ankromoisan.com 503.977.5243 darlae@ankrommoisan.com 503.952.1370 lindseyn@ankrommoisan.com 208.288.2181 www.dcengineering.net 208.493.0027 aprough@dcengineering.net 208.288.2181 www.dcengineering.net 208.493.0011 gspirnock@dcengineering.net I - JL IL.L CLEVENGER ASSOCIATES 11803 101STAVENUE COURT EAST SUITE 103 PUYALLUP, WASHINGTON 98373 TAD DOMEK MECHANICAL DC ENGINEERING 440 EAST CORPORATE DRIVE SUITE 103 MERIDIAN, ID 83642 AARONPROUGH 253.841.7811 www.clevengerassoc.com 708.548.2503 tad@clevengerassoc.com 208.288.2181 www.dcengineering.net 208.493.0027 aprough@dcengineering.net CIVIL NAVIX ENGINEERING 11235 SE 6th STREET SUITE 150 BELLEVUE, WA 98004 JENELLE TAFLIN - P.E. JASON GREEN LANDSCAPE THOMAS RENGSTORF & ASSOCIATES 811 FIRST AVE SUITE 615 SEATTLE, WA 98104 SCOTT EVANS LOW VOLTAGE M&R DESIGN SERVICES GROUP 515 BOND STREET LINCOLNSHIRE, IL 60069 BRYAN BOONE SCOTT SUPERFINE J CONSTRUCTION TYPE :_ _ 1 A/5A OCCUPANCY GROUP See G2.01 OCCUPANT LOAD 12�� ADA CONSULTANT SCULLY ADA CONSULTING Approved by Fire 425.453.9501 HOMEWOOD, IL 708.280.6435 www.navixeng.com 02/17/2022 AFM lCF�tterer 425.458.7896 CHRISTINE SCULLY 708.280.6435 CITY OF EDMONDS jtaflin@navixeng.com cscully@scullyada.com BUILDING DIVISION 425.458.7934 APPROVED BY PLANNING jgreen@navixeng.com �' o APPROVED PLAN Feb 16 2\0/22 206.682.7562 www.thomasrengstorfassociates.com sevans@trengstorf.com 847.634.1200 www.mandr-dsg.com bboone@mandr-dsg.com ssuperfine@mandrelectronics.com TRAFFIC TRANSPORTATION ENGINEERING NW 11400 SE 8th STREET SUITE 200 BELLEVUE, WA 98004 MICHAEL J. READ, PE PRINCIPAL 425.250.5001 www.tenw.com 206.361.7333 ext. 101 mikeread@tenw.com ENGINEERIN DIVISION APPROVED AS NOTED 2/22/2022 * REFER TO SEPARATE CIVIL CONSTRUCTION PLANS ASSOCIATED WITH FILL/GRADE PERMIT #BLD2021-0116 FOR ENGINEERNG REQUIREMENTS. * PARKING LAYOUT NOTES FOUND ON SHEETS A2.OP AND A2.01 WITHIN THIS PLAN SET. APPROVED PLANS MUST REMAIN ON SITE City Of Edmonds Building Department Work 127 UNIT SENIOR LIVING BUILDING ----------------- Address 21200 72ND AVE W -------------------------------------------------- ---------------------------------------------------- Owner ' ANTHOLOGY ------------------------ ------ Approved Date 02/23/2022 Building OfficialX-1- he_6 - — ----------------------- Permit Number BLD2021-0088 REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLI C) 00 M cn o 0 (� Z z O to 0 to LU 0 z 0 L.L O z O 0 0i 0 � � z O > n J } O� O J CD O Z N N Q � z Q REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 COVER SHEET PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 _C 11 FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION Ie:IG»111aI-/_\G1111a11 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. J J >Q z z Q F- w ry SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE DIRECTIONAL EXIT SIGN SINGLE EXIT SIGN AT DOOR FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET SEMI RECESSED OCCUPANTLOAD TOTAL PER FLOOR 356 DOOR TAG - TYPICAL 60 FIRE RATING ------------------------------------------------------------------------------------------------------------------- LEVEL P - FLS PLAN 1 /8" = 1'-0" DISTANCE AND SEPARATIONS I, #'-#" MAXIMUM DIAGONAL MIN. EXIT SEPARATION (1/3) = #'- #" EXIT SEPARATION TRAVEL DISTANCE MIN. REQUIRED = #'- #" EXIT_ ENCLOSURE -SEPARATION __ TRAVEL DISTANCE AV -MIN. REQUIRED = #'- #" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE = #' - # 0_ " , MAX. ALLOWABLE = #' - #" EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = MAX. ALLOWABLE = #'- #" e DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE = #'- #" ❑ . . ❑ MAX. ALLOWABLE = #'- #" RFI - 264 OCCUPANCY TYPE LEGEND A-2 A-3 B R-2 FLS Areas & Exits (P1) OCC. OCC. LOAD OCC. Number Name TYPE AREA FLS Function 1004.1.2 FACTOR LOAD LEVEL P1 0002 ELECTRICAL S-2 380 SF 1 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 2 ROOM 0003 MDF S-2 78 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0004 LAUNDRY S-2 344 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 2 ROOM 0005 BOILER S-2 299 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0006 STORAGE S-2 227 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 LOCKERS ROOM 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 0006 VESTIBULE S-2 180 SF 300 1 ROOM 0007 MAINT. S-2 232 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0008 MECH S-2 171 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 35 PARKING GARAGES 0010 UNDERGROUND S-2 19,171 SF 200 96 PARKING OCCUPANCY PER LEVEL ------------------------------------------------- STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 54 x 0.2" = 10.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 54 x 0.15" = 8.1" EXIT DOOR WIDTH PROVIDED: 42" = OK 106 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erie Ct� BUILDING OFFICIAL Jun 05 2023 APPROVED DATE 9281 ;'r011 OF v - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. CD 00 () O C Z z O to W 0 0 z z LL O O 0 LU 0� O z O LU00 > J o O N oCD J o O co CD ZCD = N z Q wQ N D_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 03.28.23 RFI - 264 05.12.23 CCD 007 RTICAL HEIGHT- MAIN MDP PANEL REVISION May 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL P1 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 Unit Area Schedule Unit Bed ADA L Iber Name I Area Room Type Typl 201 IL-B5 682.4 SF 1 BED TYPE B 202 IL-B3 (TYPE A) 620.5 SF 1 BED TYPE A 203 IL-A1 (TYPE A) 466.7 SF STUDIO TYPE A 204 IL-05 (TYPE A) 844.9 SF 2 BED TYPE A 206 IL-C3 934.1 SF 2 BED TYPE B 208 IL-B1 589.9 SF 1 BED TYPE B 210 IL-B6 622.6 SF 1 BED TYPE B 211 IL-B6 626.2 SF 1 BED TYPE B 212 IL-B1 590.9 SF 1 BED TYPE B 213 IL-C4 917.6 SF 2 BED TYPE B 214 IL-B5 676.4 SF 1 BED TYPE B 216 IL-Cl 841.8 SF 2 BED TYPE B 218 IL-C3 889.4 SF 2 BED TYPE B 220 IL-B1 589.6 SF 1 BED TYPE B 222 IL-A2 433 SF STUDIO TYPE B 223 IL-B2 + DEN 805.2 SF 1 BED TYPE B 224 IL-B1 585.7 SF 1 BED TYPE B 225 IL-B2 655.6 SF 1 BED TYPE B 226 IL-C2 909.5 SF 2 BED TYPE B 228 IL-B5 676.9 SF 1 BED TYPE B 230 IL-B2 649.3 SF 1 BED TYPE B 232 IL-B6 619.5 SF 1 BED TYPE B 234 IL-B6 619.5 SF 1 BED TYPE B 236 IL-B6 619.5 SF 1 BED TYPE B 238 IL-B6 619.5 SF 1 BED TYPE B 240 IL-B6 638 SF 1 BED TYPE B LEVEL 2: 26 301 IL-B2 682.4 SF 1 BED TYPE B 302 IL-B3 620.5 SF 1 BED TYPE B 303 IL -Al 462.1 SF STUDIO TYPE B 304 IL -Al 844.9 SF STUDIO TYPE B 306 IL-C3 934.7 SF 2 BED TYPE B 308 IL-B1 590.5 SF 1 BED TYPE B 310 IL-B6 622.6 SF 1 BED TYPE B 311 IL-B7 744.2 SF 1 BED TYPE B 312 IL-B1 590.9 SF 1 BED TYPE B 313 IL-C4 914 SF 2 BED TYPE B 314 IL-B5 677 SF 1 BED TYPE B 316 IL-C1 865.8 SF 2 BED TYPE B 318 IL-C3 943.4 SF 2 BED TYPE B 320 IL-B1 589.6 SF 1 BED TYPE B 322 IL-A2 433 SF STUDIO TYPE B 323 IL-B2 + DEN 800.1 SF 1 BED TYPE B 324 IL-B1 585.7 SF 1 BED TYPE B 325 IL-B2 655.6 SF 1 BED TYPE B 326 IL-C2 909.5 SF 2 BED TYPE B 328 IL-B5 676.9 SF 1 BED TYPE B 330 IL-B2 649.3 SF 1 BED TYPE B 332 IL-B6 619.5 SF 1 BED TYPE B 334 IL-B6 619.5 SF 1 BED TYPE B 336 IL-B6 619.5 SF 1 BED TYPE B 338 IL-B6 619.5 SF 1 BED TYPE B 340 IL-B6 638 SF 1 BED TYPE B LEVEL 3: 26 401 IL-B5 682.4 SF 1 BED TYPE B 402 IL-B3 (TYPE A) 620.5 SF 1 BED TYPE A 403 IL -Al (TYPE A) 465.5 SF STUDIO TYPE A 404 IL-05 (TYPE A) 844.9 SF 2 BED TYPE A 406 IL-C3 934.7 SF 2 BED TYPE B 408 IL-B1 590.5 SF 1 BED TYPE B 410 IL-B6 622.6 SF 1 BED TYPE B 411 IL-B7 740.3 SF 1 BED TYPE B 412 IL-B1 590.8 SF 1 BED TYPE B 413 IL-C4 917.6 SF 2 BED TYPE B 414 IL-B5 675.8 SF 1 BED TYPE B 416 IL-C1 856.8 SF 2 BED TYPE B 418 IL-C3 943.4 SF 2 BED TYPE B 420 IL-B1 589.6 SF 1 BED TYPE B 422 IL-A2 433 SF STUDIO TYPE B 423 IL-B2 + DEN 805.2 SF 1 BED TYPE B 424 IL-B1 585.7 SF 1 BED TYPE B 425 IL-B2 655.6 SF 1 BED TYPE B 426 IL-C2 909.5 SF 2 BED TYPE B 428 IL-B5 676.9 SF 1 BED TYPE B 430 IL-B2 649.3 SF 1 BED TYPE B 432 IL-B6 619.5 SF 1 BED TYPE B 434 IL-B6 619.5 SF 1 BED TYPE B 436 IL-B6 619.5 SF 1 BED TYPE B 438 IL-B6 619.5 SF 1 BED TYPE B 440 IL-B6 638 SF 1 BED TYPE B LEVEL 4: 26 Unit Area Schedule Unit Bed ADA Unit Number Name Area Room Type Type 501 IL-B5 682.4 SF 1 BED TYPE B 502 IL-B3 620.5 SF 1 BED TYPE B 503 IL-A1 462.1 SF STUDIO TYPE B 504 IL-05 844.9 SF 2 BED TYPE B 506 IL-C3 934.6 SF 2 BED TYPE B 508 IL-B1 591.6 SF 1 BED TYPE B 510 IL-B6 623.1 SF 1 BED TYPE B 511 IL-B7 740.3 SF 1 BED TYPE B 512 IL-B1 592.7 SF 1 BED TYPE B 513 IL-C4 917.6 SF 2 BED TYPE B 514 IL-132 677.1 SF 1 BED TYPE B 516 IL-Cl 858.7 SF 2 BED TYPE B 518 IL-C3 945.4 SF 2 BED TYPE B 520 IL-B1 592 SF 1 BED TYPE B 522 IL-A2 434.4 SF STUDIO TYPE B 523 IL-B2 + DEN 805.2 SF 1 BED TYPE B 524 IL-B1 583.2 SF 1 BED TYPE B 525 IL-B2 655.6 SF 1 BED TYPE B 526 IL-C2 909.5 SF 2 BED TYPE B 528 IL-B5 676.9 SF 1 BED TYPE B 530 IL-B2 649.3 SF 1 BED TYPE B 532 IL-B6 619.5 SF 1 BED TYPE B 534 IL-B6 619.5 SF 1 BED TYPE B 536 IL-B6 619.5 SF 1 BED TYPE B 538 IL-B6 619.5 SF 1 BED TYPE B 540 IL-B6 638 SF 1 BED TYPE B LEVEL 5: 26 601 IL-B5 660.1 SF 1 BED TYPE B 602 IL-B3 (TYPE A) 600.1 SF 1 BED TYPE A 603 IL -Al (TYPE A) 446.9 SF STUDIO TYPE A 604 IL-05 (TYPE A) 825.2 SF 1 BED TYPE A 611 IL-B6 605.7 SF 1 BED TYPE B 612 IL-B1 567.8 SF 1 BED TYPE B 613 IL-C4 890.5 SF 2 BED TYPE B 614 IL-B5 650.7 SF 1 BED TYPE B 616 IL-Cl 833.8 SF 2 BED TYPE B 618 IL-C3 886.1 SF 2 BED TYPE B 620 IL-B1 566.6 SF 1 BED TYPE B 623 IL-B2 635.4 SF 1 BED TYPE B 624 IL-B6 563 SF 1 BED TYPE B 625 IL-B2 634.2 SF 1 BED TYPE B 626 IL-C2 855.1 SF 2 BED TYPE B 626 IL-A2 415.3 SF STUDIO TYPE B 628 IL-B5 654.9 SF 1 BED TYPE B 631 IL-B2 628.2 SF 1 BED TYPE B 632 IL-B6 599.3 SF 1 BED TYPE B 634 IL-B6 599.3 SF 1 BED TYPE B 636 IL-B6 599.3 SF 1 BED TYPE B 638 IL-B6 599.3 SF 1 BED TYPE B 640 IL-B6 594.1 SF 1 BED TYPE B LEVEL 6: 23 2 W a W Q C� J J LL W H Q Q 11 W U) O H W W W NOTE: CIVIL & SHORING PLAN SHEETS ARE NOT PART OF THE SUBJECT PERMIT SET, CIVIL &SHORING PLANS SHEET INDEX REVIEWED UNDER PERMIT N O cV N Ln z m a, O w N o Z: l/1 Q Q Q !? J) z z O z l% v LV LU W NUMBER SHEET NAME a kD Q Q U Q v 00 GENERAL CS COVER SHEET ■ ■ ■ GO.01 SHEET INDEX ■ ■ ■ ■ ■ ■ G1.02 OPENINGS ANALYSIS ■ ■ G1.03 VERTICAL FENESTRATION DIAGRAM ■ ■ G1.04 LAND USE SUBMITTAL ■ ■ G1.05 ENERGY CODE ■ ■ G1.06 AIR BARRIER DIAGRAM PLANS ■ ■ G1.07 AIR BARRIER DIAGRAM PLANS ■ G1.08 AIR BARRIER DIAGRAM SECTIONS ■ G2.01 CODE SUMMARY ■ ■ ■ ■ ■ G2.02 CODE SUMMARY ■ ■ ■ G2.03 CODE SUMMARY - ENERGY COMPLIANCE ■ ■ ■ ■ G2.04 CODE SUMMARY - ENERGY COMPLIANCE ■ ■ ■ G2.20 LEVEL P1 - FLS PLAN ■ ■ ■ G2.21 LEVEL 1 - FLS PLAN ■ ■ ■ ■ G2.22 LEVEL 2 - FLS PLAN ■ ■ ■ IN ■ G2.23 LEVEL 3 - FLS PLAN ■ ■ ■ ■ G2.24 LEVEL 4 - FLS PLAN ■ ■ ■ ■ G2.25 LEVEL 5 - FLS PLAN ■ ■ ■ ■ G2.26 LEVEL 6 - FLS PLAN ■ ■ ■ ■ ■ 01 CIVIL CVR-1 COVER SHEET (REVIEWED UNDER PERMIT BLD2021-0116) ■ 1 OF 1 ALTA/NPS LAND TITLE SURVEY (REVIEWED UNDER PERMIT BLD2021-0116) ■ D-1.0 DEMOLITION PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ D-2.0 T.E.S.C. PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ D-2.1 T.E.S.C. NOTES & DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ D-2.2 T.E.S.C. DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-1.0 SITE IMPROVEMENT PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-1.1 SITE PLAN DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-2.0 GRADING PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-2.1 DRAINAGE PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-2.2 DRAINAGE DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-2.3 DRAINAGE DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-3.0 WATER AND SEWER PLAN (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-3.1 WATER & SEWER PROFILES (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-3.2 WATER & SEWER DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-3.3 WATER & SEWER DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-3.4 WATER & SEWER DETAILS (REVIEWED UNDER PERMIT BLD2021-0116) ■ C-4.0 FRANCHISE UTILITY SCHEMATIC (REVIEWED UNDER PERMIT BLD2021-0116) ■ 02 LANDSCAPE L1.01 PLANTING PLAN - GROUND LEVEL (REVIEWED UNDER PERMIT BLD2021-0116) ■ ■ L1.02 PLANTING PLAN - LEVEL TWO - SHEET OMITTED FROM PROJECT SCOPE ■ L1.03 PLANTING PLAN - LEVEL SIX - SHEET OMITTED FROM PROJECT SCOPE ■ L1.04 PLANT SCHEDULES - ALL LEVELS (REVIEWED UNDER PERMIT BLD2021-0116) ■ ■ ARCHITECTURAL A0.01 DATA SHEET ■ ■ AO.11 EXTERIOR ASSEMBLIES ■ ■ ■ ■ ■ ■ AO.12 EXTERIOR ASSEMBLIES - DATA SHEETS ■ AO.13 EXTERIOR ASSEMBLIES - DATA SHEET CONTINUED ■ AO.14 NFPA - 285 ASSEMBLY ■ ■ AO.21 INTERIOR ASSEMBLIES ■ ■ ■ AO.31 HORIZONTAL ASSEMBLIES ■ ■ ■ ■ ■ ■ AO.41 TYPICAL ASSEMBLY DETAILS ■ ■ ■ A1.01 SITE PLAN ■ IN IN ■ ■ A1.20 SITE DETAILS ■ ■ ■ A2.OP PARKING LEVEL 1 FLOOR PLAN ■ ■ ■ ■ ■ A2.01 LEVEL 1 FLOOR PLAN ■ ■ ■ ■ ■ ■ ■ A2.02 LEVEL 2 FLOOR PLAN ■ ■ ■ ■ ■ ■ A2.03 LEVEL 3 FLOOR PLAN ■ ■ ■ ■ ■ A2.04 LEVEL 4 FLOOR PLAN ■ ■ ■ ■ ■ A2.05 LEVEL 5 FLOOR PLAN ■ ■ ■ ■ ■ A2.06 LEVEL 6 FLOOR PLAN ■ ■ ■ ■ ■ A2.07 ROOF PLAN ■ ■ ■ ■ ■ ■ AS2.OP LEVEL P1 SLAB PLAN ■ ■ ■ AS2.01 LEVEL 1 SLAB PLAN ■ ■ AS2.02 LEVEL 2 SLAB PLAN ■ ■ ■ A3.11 BUILDING ELEVATIONS ■ ■ ■ ■ ■ ■ A3.12 BUILDING ELEVATIONS ■ ■ ■ ■ ■ ■ A3.13 BUILDING ELEVATIONS ■ ■ ■ ■ ■ A4.01 BUILDING SECTIONS ■ ■ ■ ■ IN A4.02 BUILDING SECTIONS ■ ■ ■ ■ A4.51 WALL SECTIONS ■ ■ ■ A4.52 WALL SECTIONS ■ ■ ■ ■ A5.01 BUILDING CLEARANCES LEGEND ■ ■ ■ A5.02 ICC PUBLIC & COMMON REQUIREMENTS ■ ■ A5.03 ICC TYPE A UNIT REQUIREMENTS ■ ■ ■ A5.04 ICC TYPE B UNIT REQUIREMENTS ■ ■ A5.05 ICC TYPE B UNIT ADDITIONAL DETAILS ■ ■ A5.11 ENLARGED AREA PLANS ■ ■ ■ A5.12 ENLARGED AREA PLANS ■ ■ ■ ■ A5.21 UNIT PLANS, RCPS & ELEVATIONS ■ ■ ■ ■ ■ A5.22 UNIT PLANS, RCPS & ELEVATIONS ■ ■ ■ ■ ■ A5.23 UNIT PLANS, RCPS & ELEVATIONS ■ ■ ■ ■ A5.24 UNIT PLANS, RCPS & ELEVATIONS ■ ■ ■ ■ A5.25 UNIT PLANS, RCPS & ELEVATIONS ■ ■ ■ ■ A5.26 UNIT PLANS, RCPS & ELEVATIONS A5.41 ENTRY CANOPY PLANS & DETAILS ■ ■ A6.01 STAIR PLANS AND SECTIONS ■ ■ ■ ■ A6.02 STAIR PLANS AND SECTIONS ■ ■ ■ ■ A6.03 STAIR PLANS AND SECTIONS ■ ■ ■ ■ ■ A6.11 WOOD STAIR DETAILS ■ ■ ■ ■ A6.12 METAL STAIR DETAILS ■ ■ A6.21 ELEVATOR PLANS AND SECTIONS ■ ■ ■ A6.22 SHAFT PLANS AND SECTIONS ■ ■ ■ A6.23 SHAFT PLANS AND SECTIONS ■ ■ ■ A6.51 ELEVATOR DETAILS ■ ■ ■ ■ ■ A7.01 WINDOW WRAP SEQUENCE - VINYL WINDOW ■ ■ ■ A7.02 WINDOW WRAP SEQUENCE - STOREFRONT ■ ■ ■ A7.03 TYPICAL EXTERIOR WRAP DETAILS ■ ■ ■ A7.11 FOUNDATION DETAILS ■ ■ ■ A7.21 EXTERIOR DETAILS - SECTION ■ ■ ■ ■ ■ A7.22 EXTERIOR DETAILS ■ ■ ■ ■ A7.23 EXTERIOR DETAILS ■ ■ ■ ■ ■ A7.24 EXTERIOR DETAILS ■ ■ ■ A7.41 DOOR DETAILS ■ ■ ■ ■ ■ A7.42 HOLLOW METAL DOOR DETAILS ■ ■ ■ A7.45 VINYL WINDOW/ DOOR DETAILS ■ ■ ■ ■ ■ A7.51 STOREFRONT DETAILS ■ ■ ■ ■ A7.61 BALCONY & DECK DETAILS ■ ■ ■ ■ ■ ■ A7.81 6TH FLOOR DECK DETAILS ■ ■ ■ ■ A7.91 ROOF DETAILS ■ ■ ■ ■ ■ A7.92 ROOF DETAILS ■ ■ ■ ■ A8.00 LEVEL P1 - RCP ■ ■ ■ A8.01 LEVEL 1 - RCP ■ ■ ■ ■ A8.02 LEVEL 2 - RCP ■ ■ ■ ■ A8.03 LEVEL 3 - RCP ■ ■ ■ ■ A8.04 LEVEL 4 - RCP ■ ■ ■ ■ A8.05 LEVEL 5 - RCP ■ ■ ■ ■ A8.06 LEVEL 6 - RCP ■ ■ ■ ■ A9.OP PARKING LEVEL 1 - FINISH PLAN ■ ■ A9.01 LEVEL 1 - FINISH PLAN ■ ■ ■ ■ A9.02 LEVEL 2 - FINISH PLAN ■ ■ ■ A9.03 LEVEL 3 - FINISH PLAN ■ ■ ■ NUMBER SHEET NAME N N o wLU Lu LU a N � N o w a t�7 2 D Q z W Q Q 2 D Q z W Q Q O l/1 z 2 2 U u M D Q z LU Q a N O v 0 0 a, � u M O N CM C In a, u A9.04 LEVEL 4 & 5 - FINISH PLAN ■ ■ ■ A9.05 LEVEL 6 - FINISH PLANS ■ ■ ■ A10.01 INTERIOR ELEVATIONS ■ ■ ■ ■ A10.02 INTERIOR ELEVATIONS ■ ■ ■ ■ A10.03 INTERIOR ELEVATIONS ■ ■ ■ ■ A10.04 INTERIOR ELEVATIONS ■ ■ A10.11 UNIT KITCHEN ELEVATIONS ■ ■ A10.21 UNIT VANITIES AND LINEN ■ ■ A11.01 INTERIOR DETAILS ■ ■ ■ A11.02 INTERIOR DETAILS ■ ■ ■ A11.03 INTERIOR DETAILS - DOORS ■ ■ A11.04 INTERIOR DETAILS - CASEWORK ■ ■ A11.05 INTERIOR DETAILS - CASEWORK ■ ■ A11.06 INTERIOR DETAILS - PUBLIC SPACES ■ ■ ■ A11.08 INTERIOR DETAILS -PUBLIC SPACES ■ ■ ■ ■ A11.09 INTERIOR DETAILS - CEILING & WALL ■ ■ A11.40 METAL WALLS ■ ■ Al2.01 DOOR & FRAME TYPES ■ ■ ■ ■ Al2.02 DOOR SCHEDULE ■ ■ IN ■ IN Al2.21 WINDOW TYPES & WINDOW SCHEDULE ■ ■ ■ Al2.22 STOREFRONT TYPES ■ ■ Al2.31 FINISH SCHEDULE ■ ■ ■ ■ 05 STRUCTURAL 50.01 DRAWING INDEX AND LIST OF ABBREVIATIONS ■ ■ ■ 50.02 GENERAL STRUCTURAL NOTES ■ ■ ■ 50.03 GENERAL STRUCTURAL NOTES ■ ■ ■ 50.04 SPECIAL INSPECTIONS ■ ■ 50.05 SPECIAL INSPECTIONS ■ ■ 52.00 LEVEL P1 ■ ■ ■ 52.01 LEVEL 1 FLOOR PLAN ■ ■ ■ 52.01 P LEVEL 1 P/T PLAN ■ ■ 52.01 R LEVEL 1 REINFORCING PLAN ■ ■ ■ ■ 52.02 LEVEL 2 CONCRETE FRAMING PLAN ■ ■ ■ 52.02P LEVEL 2 P/T PLAN ■ ■ 52.02R LEVEL 2 REINFORCING PLAN ■ ■ ■ 52.02W LEVEL 2 FLOOR PLAN ■ ■ 52.03 LEVEL 3 FLOOR PLAN ■ ■ ■ 52.04 LEVEL 4 FLOOR PLAN ■ ■ ■ 52.05 LEVEL 5 FLOOR PLAN ■ ■ ■ 52.06 LEVEL 6 FLOOR PLAN ■ ■ ■ 52.07 ROOF PLAN ■ ■ ■ 53.01 SHEAR WALL ELEVATIONS ■ ■ ■ 53.02 SHEAR WALL ELEVATIONS ■ ■ ■ 53.03 SHEAR WALL ELEVATIONS ■ ■ 53.04 LEVEL P1 PARTIAL PLANS ■ ■ 54.01 TYPICAL CONCRETE COLUMN SCHEDULE AND DETAILS ■ ■ 55.01 TYPICAL SLAB ON GRADE DETAILS ■ ■ ■ 55.02 TYPICAL CONCRETE BASEMENT DETAILS ■ ■ 55.03 CONCRETE DETAILS ■ ■ 55.10 TYPICAL POST -TENSIONED SLAB DETAILS ■ ■ 55.11 TYPICAL POST -TENSIONED SLAB DETAILS ■ ■ 55.12 TYPICAL ELEVATED SLAB DETAILS ■ ■ 55.30 SHEAR WALL DETAILS ■ ■ 55.31 BOUNDARY ELEMENT DETAILS ■ ■ 55.32 COUPLING BEAM DETAILS ■ ■ ■ 56.01 STEEL DETAILS ■ ■ ■ 57.01 WOOD DETAILS ■ ■ 57.02 WOOD DETAILS ■ ■ 57.03 WOOD DETAILS ■ ■ 57.04 WOOD DETAILS ■ ■ 57.05 STAIR DETAILS ■ ■ 57.06 WOOD DETAILS ■ ■ ■ 58.01 CMU DETAILS ■ ■ 06 PLUMBING PO.0 PLUMBING COVER SHEET ■ ■ ■ P2.0 PLUMBING WASTE & VENT - PARKING ■ ■ ■ P2.1 PLUMBING WASTE & VENT PLAN - FIRST FLOOR ■ ■ ■ P2.2 PLUMBING WASTE & VENT PLAN - SECOND FLOOR ■ ■ ■ P2.3 PLUMBING WASTE & VENT - THIRD FLOOR ■ ■ ■ P2.4 PLUMBING WASTE & VENT - FOURTH FLOOR ■ ■ ■ P2.5 PLUMBING WASTE & VENT - FIFTH FLOOR ■ ■ ■ P2.6 PLUMBING WASTE & VENT - SIXTH FLOOR ■ ■ ■ P2.7 PLUMBING WASTE & VENT - ROOF ■ ■ ■ P3.0 PLUMBING WATER & GAS - PARKING ■ ■ ■ P3.1 PLUMBING WATER & GAS - FIRST FLOOR ■ ■ ■ P3.2 PLUMBING WATER & GAS - SECOND FLOOR ■ ■ ■ P3.3 PLUMBING WATER & GAS -THIRD FLOOR ■ ■ ■ P3.4 PLUMBING WATER & GAS - FOURTH FLOOR ■ ■ ■ P3.5 PLUMBING WATER & GAS - FIFTH FLOOR ■ ■ ■ P3.6 PLUMBING WATER & GAS - SIXTH FLOOR ■ ■ ■ P3.7 PLUMBING WATER & GAS - ROOF ■ ■ ■ P4.0 PLUMBING ENLARGED KITCHEN & BISTRO ■ ■ ■ P4.1 PLUMBING ENLARGED KITCHEN & BISTRO ■ ■ ■ P5.0 PLUMBING SCHEDULES ■ ■ ■ P6.0 PLUMBING DETAILS ■ ■ ■ P6.1 PLUMBING DETAILS ■ ■ ■ P6.2 PLUMBING RISER DIAGRAMS ■ ■ ■ P6.3 PLUMBING RISER DIAGRAMS ■ ■ ■ P6.4 PLUMBING FIRE PENETRATION DETAILS ■ 07 MECHANICAL MO.0 HVAC COVER SHEET ■ ■ ■ MO.1 HVAC CALCULATIONS ■ ■ M2.0 HVAC PLAN - PARKING ■ ■ ■ M2.1 HVAC PLAN - FIRST FLOOR ■ ■ ■ M2.2 HVAC PLAN - SECOND FLOOR ■ ■ ■ M2.3 HVAC PLAN -THIRD FLOOR ■ ■ ■ M2.4 HVAC PLAN - FOURTH FLOOR ■ ■ ■ M2.5 HVAC PLAN - FIFTH FLOOR ■ ■ ■ M2.6 HVAC PLAN - SIXTH FLOOR ■ ■ ■ M2.7 HVAC PLAN - ROOF ■ ■ ■ M4.0 HVAC PLAN - ENLARGED UNITS ■ ■ ■ M4.1 HVAC PLAN - ENLARGED UNITS ■ ■ ■ M5.0 HVAC SCHEDULES ■ ■ ■ M6.0 HVAC DETAILS ■ ■ ■ M6.1 HVAC DETAILS ■ ■ M6.2 HVAC KITCHEN DETAILS ■ ■ M6.3 HVAC KITCHEN DETAILS ■ ■ M6.4 HVAC KITCHEN DETAILS ■ ■ M6.5 HVAC KITCHEN DETAILS ■ ■ M6.6 HVAC KITCHEN DETAILS ■ ■ M6.7 HVAC KITCHEN DETAILS ■ ■ M6.8 HVAC KITCHEN DETAILS ■ ■ M6.9 HVAC KITCHEN DETAILS ■ ■ M6.10 HVAC KITCHEN DETAILS ■ ■ M6.11 HVAC KITCHEN DETAILS ■ ■ M6.12 HVAC KITCHEN DETAILS ■ M6.13 HVAC KITCHEN DETAILS ■ 08 ELECTRICAL EO.00 ELECTRICAL COVER SHEET ■ ■ ■ EO.02 ELECTRICAL IECC ENERGY COMPLIANCE ■ ■ ■ EO.03 ELECTRICAL IECC ENERGY COMPLIANCE ■ ■ E1.00 ELECTRICAL SITE PLAN ■ ■ ■ E1.01 PHOTOMETRIC PLAN - SITE & LEVEL 1 ■ ■ ■ E1.02 PHOTOMETRIC PLAN - LEVEL P1 ■ ■ ■ E1.03 TYP. CORRIDOR & UNIT PHOTOMETRIC PLANS ■ ■ ■ E2.00 ELECTRICAL LIGHTING PLAN - LEVEL P1 ■ ■ ■ E2.01 ELECTRICAL LIGHTING PLAN - LEVEL 1 0 0 0 W a W W 0- U) W OQ W LL J W J ILL NUMBER SHEET NAME N N N o w Ln o Ln F a t7 k Q w Q �# Q w Q O Ln zk u Q LU Q N v 0 Q u M v O I? G E2.02 ELECTRICAL LIGHTING PLAN - LEVEL 2 ■ ■ ■ E2.03 ELECTRICAL LIGHTING PLAN - LEVEL 3 ■ ■ ■ E2.04 ELECTRICAL LIGHTING PLAN - LEVEL 4 ■ ■ ■ E2.05 ELECTRICAL LIGHTING PLAN - LEVEL 5 ■ ■ ■ E2.06 ELECTRICAL LIGHTING PLAN - LEVEL 6 ■ ■ ■ E2.10 ELECTRICAL POWER PLAN - LEVEL P1 ■ ■ ■ E2.11 ELECTRICAL POWER PLAN - LEVEL 1 ■ ■ ■ E2.12 ELECTRICAL POWER PLAN - LEVEL 2 ■ ■ ■ E2.13 ELECTRICAL POWER PLAN - LEVEL 3 ■ ■ ■ E2.14 ELECTRICAL POWER PLAN - LEVEL 4 ■ ■ ■ E2.15 ELECTRICAL POWER PLAN - LEVEL 5 ■ ■ ■ E2.16 ELECTRICAL POWER PLAN - LEVEL 6 ■ ■ ■ E2.17 ELECTRICAL POWER PLAN - ROOF ■ ■ ■ E2.20 ELECTRICAL ENLARGED UNITS ■ ■ ■ E2.21 ELECTRICAL ENLARGED UNITS ■ ■ ■ E2.30 SPECIAL SYSTEMS POWER PLAN - P1 ■ ■ ■ E2.31 SPECIAL SYSTEMS POWER PLAN - LEVEL 1 ■ ■ ■ E2.32 SPECIAL SYSTEMS POWER PLAN - LEVEL 2 ■ ■ ■ E2.33 SPECIAL SYSTEMS POWER PLAN - LEVEL 3 ■ IN ■ E2.34 SPECIAL SYSTEMS POWER PLAN - LEVEL 4 ■ ■ ■ E2.35 SPECIAL SYSTEMS POWER PLAN - LEVEL 5 ■ ■ ■ E2.36 SPECIAL SYSTEMS POWER PLAN - LEVEL 6 ■ ■ ■ E3.00 ELECTRICAL SCHEDULES ■ ■ ■ E3.01 ELECTRICAL SCHEDULES ■ ■ ■ E3.02 ELECTRICAL SCHEDULES ■ ■ ■ E4.00 ONE -LINE DIAGRAM - (MDP-1) ■ ■ ■ E4.01 ONE -LINE DIAGRAM - (MDP-2) ■ ■ ■ E5.00 ELECTRICAL DETAILS ■ ■ ■ 09 TECHNOLOGY - FOR REFERENCE ONLY T000 COVER SHEET ■ ■ T100P LEVEL P1 FLOOR PLAN ■ ■ T101 LEVEL 01 FLOOR PLAN ■ ■ T102 LEVEL 02 FLOOR PLAN ■ ■ T103 LEVEL 03 FLOOR PLAN ■ ■ T104 LEVEL 04 FLOOR PLAN ■ ■ T105 LEVEL 05 FLOOR PLAN ■ ■ T106 LEVEL 06 FLOOR PLAN ■ ■ T107 ROOF FLOOR PLAN ■ ■ T200P LEVEL P1 RCP ■ ■ T201 LEVEL 01 RCP ■ ■ T202 LEVEL 02 RCP ■ ■ T203 LEVEL 03 RCP ■ ■ T204 LEVEL 04 RCP ■ ■ T205 LEVEL 05 RCP ■ ■ T206 LEVEL 06 RCP ■ ■ T300 ENLARGED PLANS & ELEVATIONS ■ ■ T301 ENLARGED PLANS & ELEVATIONS ■ ■ T400 PATHWAY RISER DIAGRAM ■ ■ T401 CABLING RISER DIAGRAM ■ ■ T402 THEATER ROOM FLOW DIAGRAM ■ ■ T403 COMMON AREA SOUND SYSTEM FLOW DIAGRAM ■ ■ T500 TECHNOLOGY- DETAILS ■ ■ T501 TECHNOLOGY- DETAILS IN ■ T502 DETAILS ■ ■ 11 FOOD SERVICE - FOR REFERENCE ONLY FS-1 EQUIPMENT PLAN ■ ■ FS-1.1 EQUIPMENT SCHEDULE ■ ■ FS-1.2 EQUIPMENT SCHEDULE ■ ■ FS-2 ELECTRICAL ROUGH -INS PLAN ■ ■ FS-3 PLUMBING ROUGH -INS PLAN ■ ■ FS-4 BUILDING WORKS PLAN ■ ■ FS-5 REFRIG. ROUGH -INS PLAN ■ ■ FS-6 ELEVATIONS AND DETAILS ■ ■ FS-7 ELEVATIONS AND DETAILS ■ ■ FSV-1 EXHAUST HOOD ENGINEERING ■ ■ FSV-2 EXHAUST HOOD ENGINEERING ■ ■ FSV-3 EXHAUST HOOD ENGINEERING ■ ■ FSV-4 EXHAUST HOOD ENGINEERING ■ ■ FSV-5 EXHAUST HOOD ENGINEERING ■ ■ FSV-6 EXHAUST HOOD ENGINEERING ■ ■ FSV-7 EXHAUST HOOD ENGINEERING ■ ■ FSW-1 WALK-IN ENGINEERING ■ ■ \ 12 SHORING SH1.0 COVER & SHORING NOTES ■ ■ SH1.1 COVER & SHORING NOTES ■ ■ SH2.0 SHORING PLAN ■ ■ SH3.0 NORTH ELEVATION ■ ■ SH3.1 EAST ELEVATION ■ ■ SH3.2 SOUTH ELEVATION ■ ■ SH3.3 WEST ELEVATION ■ ■ SH3.A PILE AND ANCHOR SCHEDULE ■ ■ SH4.0 CROSS SECTIONS ■ ■ SH4.1 DESIGN DIAGRAMS ■ ■ SH5.0 DETAILS ■ ■ SH5.1 DETAILS ■ ■ 9281 OF et - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O DD M z to 0 0 (� Z z O Un 0 Ln W 0 0 z z LL o O 0 LU 0� 0 z O ; �00 J 8 O N oCD i o O I� CD = ZCD N z QD_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SHEET INDEX PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 r N D—WLL O YYLL 1 0.91' —��— YYLL 12'-5 7/8" 00 o Ln 0 EGL 0 Z o � m LO7 12 SOPHIA B WONG. LOT 11 `- "I ING C HUN IN ET AL. LL C C LU n � I O I= 1V-33/4">128"=OK 1121— 24" + 104" =128" MIN N _ � I O w JD7 10 r ED U DS212 LLC QQ 70%M Q )fM ES, 1 00 x(00. 0180Q � 0001 O O LOT g MPERIAL PROPERTY 7232D LLC T 999 TOWNHOMES ASSOCIATION 16'-41/4 6' - 41 /4" 10'-11 1/2 EXTERIOR BALCONIES @ LEVELS 3,4, AND 5 EXTERIOR BALCONIES @ LEVELS 3,4, AND 5 81-0">80"=OK 24" + 56" = 80" M I N EXTERIOR CANOPY ADJACENT PROPERTY 212TH STREET SW N89° 52'54"W 1374.51' (BASIS OF BEARINGS) 243.61' -PROPERTY LIN B A C NO PROJECTIONS PROVIDED; PROJECTIONS REQUIRE A 24" + 72" = 96" MIN DISTANCE FROM PROPERTY LINE PER TABLE 705.2. I boo NO PROJECTION ALLOWED Ln Fy PROPERTY LINE LOT 3 CITY OF EDMONDS SHORT PLAT S-77 REC. NO. 7705310298 PARK 212 A -PT LLC 1 SITE PLAN -OPENING PROTECTION RATINGS ' 1/16" = 1'-0" rThe 459/6ratio of unprotected openings tol 'wall area requires the installation of a full INFPA 13 sprinkler system throughout. !The code does not permit the increased - openings when only an Iunprotected NFPA 13R system is provided. 1OFF -15FT15FT(45% ALLOV TOTAL AREA: 2,711 SF WINDOW AREA: 550 SF OPENING AREA: 20% 1 OFT - 15FT (45% ALLOV TOTAL AREA:1,931 SF WINDOW AREA: 550 SF OPENING AREA: 28.5% 1OFF -15FT(45% ALLOV TOTAL AREA:1,931 SF WINDOW AREA: 550 SF OPENING AREA: 28.5% 1 OFT - 15FT (45% ALLOV TOTAL AREA:1,931 SF WINDOW AREA: 550 SF OPENING AREA: 28.5% C 1OFF -15FT(45% ALLOV TOTAL AREA:1,931 SF WINDOW AREA: 550 SF OPENING AREA: 28.5% 1 OFT - 15FT (45% ALLOV 00 TOTAL AREA: 1,857 SF WINDOW AREA: 0 SF v OPENING AREA: 0% I SOUTH ELEVATION ALLOWABLE OPENING L 1/16" = V-0" EOl BR O CO _ DO (12 30' 0" �( TB EL: X////// __s X 0 m X> 30FT (NO LIMIT) TOTAL AREA: 2,661 SF WINDOW AREA: 481 SF OPENING AREA: 18% X> 30FT (NO LIMIT) TOTAL AREA: 1,930 SF WINDOW AREA: 570 SF OPENING AREA: 29.5% X> 30FT (NO LIMIT) TOTAL AREA: 1,930 SF WINDOW AREA: 570 SF OPENING AREA: 29.5% X> 30FT (NO LIMIT) TOTAL AREA: 1,930 SF WINDOW AREA: 570 SF OPENING AREA: 29.5% X> 30FT (NO LIMIT) TOTAL AREA: 1,930 SF WINDOW AREA: 570 SF OPENING AREA: 29.5% X> 30FT (NO LIMIT) TOTAL AREA: 2,280 SF WINDOW AREA: 780 SF OPENING AREA: 34.2% � NORTH ELEVATION ALLOWABLE OPENING z j J 1/16" = 1'-0" J ' w N O 0 3: 0 I � � I 0 0 z CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE :S -TOP OF PLATE � 166' - 1- 1 3/4"" — LEVEL 6 h 157'-2"� LEVEL 5 � 147' _ LEVEL 4 h 136' - 116'-9" LEVEL 1 � AVE GRADE (IBC) �� 99, - 4- 4 3/4" G i E (ZONING) 98' - 9" A EAST ELEVATION ALLOWABLE OPENING 1/16" = V-0" rThe 45% ratio of unprotected openings to 'wall area requires the installation of a full INFPA 13 sprinkler system throughout. ' !The code does not permit the increased r openings when only an Iunprotected NFPA 13R system is provided. 1 OFT - 15FT (45% ALLOWABLE) TOTAL AREA:1,761 SF WINDOW AREA: 264 SF OPENING AREA: 14.9% 1 OFT - 15FT (45% ALLOWABLE) TOTAL AREA: 1,205 SF \ WINDOW AREA: 264 SF OPENING AREA: 21.9% 1OFF -15FT(45%ALLOWABLE) TOTAL AREA: 1,205 SF \ WINDOW AREA: 264 SF OPENING AREA: 21.9% 1 OFT - 15FT (45% ALLOWABLE) TOTAL AREA: 1,205 SF \ WINDOW AREA: 264 SF OPENING AREA: 21.9% 1 OFT - 15FT (45% ALLOWABLE) TOTAL AREA: 1,205 SF WINDOW AREA: 264 SF OPENING AREA: 21.9% LIN 10FT - 15FT (45% ALLOWA TOTAL AREA: 2,042 SF WINDOWAREA:51 SF OPENING AREA: 2.5% CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" LEVEL AVE GRADE (IBC) 99' - 4 3/4" AVE GRA E (ZONING) 98' - 9" ......... Jp � �Y�IIIIIIII = • . • . . nrml r%/I Ivolofw/I'II%��I Mr- i(/.di77�u - • �I' NullfI I 111 ��-II�__ �I%/.I m_� �1% ■�%i �I%N��I' • \ 0 Ili!Illlliilllllllllll A� �� IIIIIIIIIIIIIIIIIIIII �� 1� _ J � wz I�'Ail � �__ rIII®®_® I1 • • III III=J�III ��-_0I``'''I 'I®�1 '•• IIIIiII!! �1101 _ = — _�i % jlilllllll;I I___ Il��i,ll -1` ___'i r�I I __®_ If_9u • • i 'llllllll L ' III IIIIIIIIII I _�L L � L— �_� _ �II%d%�-'_�__J_�/_ J-l)l l -IIIAjI /�I_I-III�I!.!-�i� Il III ;IIIi��II i®�m ��`Y��'�/�/�� jI l_=_-- --1 1�IIiII%�.�-�/-■�- _®-�- II!I� �i�_Iv/E.J(Il I1 ® -I--Iup�lnHE n�n1p ■III �_IIL��O i/i/s.�lI�I�I r�� /I -J II � II,=----1_ ��-- FIIIi�-'-___ce--__I-�1, 'I ��I_/�%%' I Ir1,/ �9ee�ee11 �0� _III�IeI�4 'II • . • \ •. Ililllllliilllllllllll A� �� IIIIIIIIIIIIIIIIIIIII _ � I• , I I �� II/, II�®��IIY, ® III ��/Y%II%/J �� I� � p�m��, %�J I/I 7 =� .• •.. ____ I_%I_d_!I IIlliiililii i%��____�_�_i'I --_ ___ �_____' _�_iu % Iulllfillllll i ��I�il%I I-- � I%IdSI I%I I�O,%��i1 • • I _� IIIIIIIIIIIIIIIIIII � � � J � IIIIIIIIIIIIIIIIIIIIII _ •,,' N — - 5 WEST ELEVATION ALLOWABLE OPENING 1/16" = 1'-0" )P OF PLATE � 166' LEVEL 6 157' - 2" LEVEL 147' - 0 3/4" LEVEL 36' LEVEL 3 26' - 10 1 /4" LEVEL 116'-9" LEVEL 1 GRADE (IBC) 99' `4 3/4" /AVt UKHDE (LUIV Vl]1y ) 98'-_9�"�" 9281 ;'roli►rdv� OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z V) 0 0 (� Z z O� 0 V1 W 0 0 z z LL O O o O z O LU00 > J O N O oCD J o O co CD = Z N z Q w N Q 0- REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-RPSU B Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OPENINGS ANALYSIS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 V R I V L /'-xI J L L J I /" % 11A TRANSPARENCY DIAGRAM EAST ELEVATION ' 1 /8" = 1'-0" 0 a a Imm D �'00`AI .' TRANSPARENCY DIAGRAM NORTH ELEVATION 1 /8" = 1'-0" 0 0 0 AREA FROM 2'-101 ABOVE GRADE 1,173 SF = 100% 1,173 SF x 30% = 351.9 SF TRANSPARENT AREA 430 SF / 11173 SF = 36% 430 SF (36%) > 351.9 SF (30%) = OK AVE GRADE (IBC) � 99' - 4- 4 3/4" � I L E:111- 0 0 0 E:1Ll[1- � LIU 0 En o AREA FROM 2'-101 ABOVE GRADE 1,549 SF = 100% 1,549 SF x 50% = 774.5 SF ❑ TRANSPARENT AREA 955 SF / 1,549 SF = 62% 955 SF (62%) > 774.5 SF (50%) = OK ME � € D E�TR�A E n�° € /"�I .� L-EAVE GRADE (IBC) 99' - 9281 let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 m Z to 0 0 Z z O U) w o 0 z z LL O OJ o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z a� D_ REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 VERTICAL FENESTRATION DIAGRAM PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 �l n*Dl i00011 nnllnCn-r\/ 1 IAIC +100 +98 +94 +94 GRADE PLANE DIAGRAM - ZONING STANDARDS 3/64" = 1 '-0" �1 n1(381') J N D FLOOR (-2') DATUM POINT +100' (380') TOP OF MANHOLE COVER +99' (379') GROUND FLOOR (4) +97' (377') +96' (376') +95' (375') +94' (374') +93'- 6" (373'-6") ROOF CALCULATIONS TOTAL ROOF SF: 21,683 SF I 20% OF 21,683 = 4,336.6 SF I I MECHANICAL/ STARIS AND 155 SF ELEVATORS TOTAL: 960 SF 105 960 < 4,336.6 = OK I SF I I I o I i 65 SF 65 SF I I I I I I I I I I I j I I -------- ------ ------------ ---------- -J 7 ROOF CALCS -TOP OF PLATE L 3/64" = 1 '-0" 9281 ;'ron OF YA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 m z Vn 0 0 � Z z O V) w o z z LL o O� > o � � o z O LU00 > 00 J ro 0 0 O oN 0 o � Z N z Q� w REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LAND USE SUBMITTAL PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 h Gl 904 ENERGY CODE (C402.4.1) RATIO OF VERTICAL FENESTRATION TO ABOVE -GRADE WALL = LESS OR EQUAL TO 30% SOUTH ELEVATION TOTAL AREA: 13,112.4 SF FENESTRATION: 2,530 SF % OF GLAZING:19.2% < 30%= OK SOUTH ELEVATION FENESTRATION PERCENTAGE 1/16" = V-0" ENERGY CODE (C402.4.1) RATIO OF VERTICAL FENESTRATION TO ABOVE -GRADE WALL = LESS OR EQUAL TO 30% NORTH ELEVATION TOTAL AREA: 12,391.1 SF FENESTRATION: 3,387.8 SF % OF GLAZING: 27.3% < 30% = OK NORTH ELEVATION FENESTRATION PERCENTAGE 1/16" = 1'-0" CG ZONE MAX HEIGHT 75ABOVE GRADE PLANE 173' - 9" Ju -a CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE ZZ 173- 9" /1VC l7KHVC (LVIV VU11 98' -_ 9„ 3 El ENERGY CODE (C402.4.1) RATIO OF VERTICAL FENESTRATION TO ABOVE -GRADE WALL = LESS OR EQUAL TO 30% EAST ELEVATION TOTAL AREA: 9,289.2 SF FENESTRATION: 2,055.7 SF % OF GLAZING: 22.1 % < 30% = OK EAST ELEVATION FENESTRATION PERCENTAGE 1/16" = V-0" ENERGY CODE (C402.4.1) RATIO OF VERTICAL FENESTRATION TO ABOVE -GRADE WALL = LESS OR EQUAL TO 30% WEST ELEVATION TOTAL AREA: 9,363.6 SF FENESTRATION: 1,474.6 SF % OF GLAZING:15.7% < 30% = OK WEST ELEVATION FENESTRATION PERCENTAGE 1/16" = 1'-0" CG ZONE MAX HEIGHT 75ABOVE GRADE PLANE ZZ 173' - 9" 70 - 7 CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" 70 - 7 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 m z to 0 0 Z z O U) w o 0 z z LL O OJ o O z O LU00 > J CD N O oCD J o Oco CD = ZCD N z N Q o_ Q w REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ENERGY CODE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 1 LEVEL P1 -AIR BARRIER DIAGRAM ' 1/16" = 1'-0" LEVEL 1 - AIR BARRIER DIAGRAM 1/16" = 1'-0" #:� LEVEL 2 -AIR BARRIER DIAGRAM J 1/16" = V-0" A LEVEL 3 -AIR BARRIER DIAGRAM 1/16" = V-0" AIR BARRIER LEGEND ® AIR BARRIER AT FLOOR ® AIR/THERAL BARRIER AT CEILING ABOVE AIR/THERMAL BARRIER AT FLOOR/ROOF ABOVE AIR/THERMAL BARRIER AT ROOF BELOW - — - AIR/THERMAL BARRIER AT EXTERIOR FACES AIR BARRIER AT FLOOR 9281 OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z LL o OJ o o z O LU00 > J 8 N O oCD J o Oco I— CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 AIR BARRIER DIAGRAM PLANS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET NUMBER h Gll • • A � �� do ��■Ili do I I ------------------------ _ ,' ■ j ■ ■ �J � " I III■ � I L I ■ ■■ ■i�■ � 00 'GE-=gr I I Q'0 -�1 rle 0 a6 'AIM� do �T_ - ffiell I � N III, I OM �011 - - - - - - - - - - fill' I • I I I 00 0 ill.J I� I�. ' I� 1 LEVEL 4 -AIR BARRIER DIAGRAM 1 1/16" = 1'-0" ') LEVEL 5 -AIR BARRIER DIAGRAM L 1/16" = V-0" iB A I 00 0 0 I i� ► .I I � ■� ■ I � ono �� oo � of I ■ �' _ r • i � � � �l• I� 00 0 � � 00 ■--- --- -0---------' -------- I I �■ i 101�, ■ — i■I o �n ■l M. -------------- I l - ' I-- ----------------------- y \ ■i I I ■� �■IIIII � 1 u- i ----------------- ------------ nil i� I I I I I I Q LEVEL 6 -AIR BARRIER DIAGRAM J 1/16" = V-0" A ROOF PLAN -AIR BARRIER DIAGRAM 1/16" = 1'-0" AIR BARRIER LEGEND ElAIR BARRIER AT FLOOR ® AIR/THERAL BARRIER AT CEILING ABOVE AIR/THERMAL BARRIER AT FLOOR/ROOF ABOVE AIR/THERMAL BARRIER AT ROOF BELOW - — - AIR/THERMAL BARRIER AT EXTERIOR FACES AIR BARRIER AT FLOOR 9281 OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z LL o O o o z O LU00 > J 8 N O oCD J o OCIO L r' CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 AIR BARRIER DIAGRAM PLANS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 G1SHEET NUMBER i p n V V CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE � — — — — 173' - 9" ROOF CALCS - TOP OF PLATE ,h 166' - 1- 1 3/4" r.� LEVEL 6 157157' - 2" LEVEL 5 147' - 0 3/4" d II LEVEL 136' - 11 1 /2" d II LEVEL 126' - II COURTYARD LEVEL 116'-9" I I I r7l I I PARKING LEVEL 1 — — — — — — — — — — — — _ AVE GRADE (IBC) IL — — — — — — 99' - 4 3/4" � PARKING —AVE GRADE (ZONING) 98' - 9" _ PARKING _ LEVEL P1 91'-0" III III III III III III III III- 1 SECTION A -AIR BARRIER SECTION ' 1/16" = 1'-0" FL ----- I I I I I I I I I I I I I I I I L II�- =III SECTION E - AIR BARRIER J 1 /16" = V-0" CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" DOF CALCS - TOP OF PLATE 166' - 1 3/4" LEVEL 6 157- 2" LEVEL 5 LEVEL 4 136- LEVEL 3 ,h 126' - LEVEL 2 116'-9" PARKING LEVEL 1 ,h AVE GRADE (IBC) ,h 99'-4-43/4" VE GRADE (ZONING) PARKING 98' - 9" DETENTION LEVEL P1 VAULT 91' - 0" 2 SECTION B - AIR DIAGRAM 1 /16" = V-0" n I W_ AIR BARRIER LEGEND ® AIR BARRIER AT FLOOR ® AIR/THERAL BARRIER AT CEILING ABOVE AIR/THERMAL BARRIER AT FLOOR/ROOF ABOVE AIR/THERMAL BARRIER AT ROOF BELOW - — - AIR/THERMAL BARRIER AT EXTERIOR FACES AIR BARRIER AT FLOOR 166' - 1�3/4" LEVEL 6 157' - 2" _vE 'I 4 /' - 0 3/4" LEVEL 4 Tc%iQifitilf�aY LEVEL 126' - 10 1 /4" LEVEL 116'-9" LEVEL 1 — — — — — — — — — — — — — — — — — — _ — — — — — — — J AVE I I GRADE (�99'- 4 3/4" I I - *IV E GRADE (ZONING) ! ! 98' - 9" LEVEL P1 L______91'-0" 9281 OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) 0 Ln W 0 0 z z LL O O o O z O LU00 ; J CD N O oCD J o Oco I— CD = ZCD N z Q wQ N 0- REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 AIR BARRIER DIAGRAM SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET NUMBER G1908 ho-111 EDMONDS SENIOR LIVING: CODE SUMMARY PROJECT LOCATION: WASHINGTON APPLICABLE CODES PROJECT DESCRIPTION: NEW CONSTRUCTION SENIOR LIVING FACILITY IN EDMONDS, WASHINGTON. NOTE: THE BUILDING IS VESTED THROUGH THE CITY OF EDMONDS ADR PROCESS UNDER 2015 BUILDING CODE WITH WASHINGTON AMENDMENTS BEFORE THE 2018 CODE WAS ADOPTED BY THE STATE. DISCIPLINE CODE TITLE EDITION BUILDING WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 MECHANICAL WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 PLUMBING WASHINGTON STATE BUILDING CODE BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC) 2015 ELECTRICAL NATIONAL ELECTRICAL CODE (NEC) 2008 ENERGY WASHINGTON STATE ENERGY CODE 2015 FIRE ACCESSIBILITY WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL FIRE CODE (IFC) 2015 NFPA13-2013; NFPA 99 AND 101 - 2015 ICC/ANSI A117.1- 2009 WITH 2O15 WA AMENDMENTS AMERICANS WITH DISABILITIES ACT STANDARDS (ADAS) 2015 2009 2010 FAIR HOUSING AMENDMENTS ACT 1989 ADMINISTRATIVE REQUIREMENTS CONSTRUCTION DOCUMENTS LOCATION IN CONSTRUCTION... MEANS OF EGRESS (107.2.3): INDICATE LOCATION, CONSTRUCTION, SIZE AND CHARACTER OF ALL PORTIONS OF MEANS OF EGRESS. G0.11 THRU G0.22 EXTERIOR WALL ENVELOPE (107.2.4): DESCRIBE THE WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WITH THE CODE A2.00a SITE PLAN (107.2.5): INDICATE SIZE AND LOCATION OF NEW CONSTRUCTION RELATIVE TO LOT LINES, STREET GRADES, FINISHED GRADES AND, IF APPLICABLE, FLOOD PLANES OR ZONES. INCLUDE EXCAVATION AND FILL AS WELL AS DRAINAGE A1.01 )EFERRED SUBMITTALS (107.3.4.2) LOCATION IN CONSTRUCTION... NHEN APPROVED BY THE BUILDING OFFICIAL, DEFERRED SUBMITTALS SHALL BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. CS COVER SHEET INSPECTIONS (110): LOCATION IN CONSTRUCTION... INSPECTIONS ARE REQUIRED AT VARIOUS STAGES OF CONSTRUCTION AND WORK MAY NOT BE COVERD UNTIL APPROVED. REFER TO SECTIONS 110.3.9 AND CHAPTER 17 FOR SPECIAL INSPECTIONS CONSTRUCTION TYPE, HEIGHT AND EXTERIOR WALL FIRE RESISTANCE REQUIREMENTS GRADE PLANE AVERAGE: 98'-9" SPECIAL PROVISIONS 510.2 504.4.1 - A full NFPA 13 system is required for: 1. the allowable openings in rated exterior walls' CONSTRUCTION CLASSIFICATION(S) (SECTION 602) TYPE IA TYPE VA 12. increased building height SPRINKLER SYSTEM CLASSIFICATION: F r'-NFPA 13 IS THE BUILDING SPRINKLERED? YES C BUILDING HEIGHT IN FEET (SECTION 504 & TABLE 504.3)* ALLOWED: 70' PROPOSE • 69'-3 1/4" (Building height is the vertical distance from grade plane to the average height of the heighest roof surface) BUILDING HEIGHT IN STORIES (TABLE 504.4)* ALLOWED: 6 (1 podium Story+ 5 stories over podium) PROPOSED: 6 *Per 504.2.6, R-2 occupancy to increase allowabe stories from 4 stories outlined in Table 508.2 to 5 stories due to pressurizing of interior exit stairs in accordance with Section 909. FIRE RESISTIVE REQUIREMENTS BASED ON CONSTRUCTION TYPE (TABLE 601) TYPE IA TYPE VA RATING REQUIRED RATING PROVIDED RATING REQUIRED RATING PROVIDED PRIMARY STRUCTURAL FRAME 3 3 1 1 BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION 3 3 1 1 3 3 1 1 2 2 1 1 1.5 1.5 1 1 INCIDENTAL USES (TABLE 509) ROOM OR AREA REQUIREMENT PROPOSED BOILER ROOM W/ EQUIPMENT OVER 15 PSI AND 10 HORSEPOWER 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED LAUNDRY ROOMS OVER 100 SF 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED WASTE COLLECTION ROOM OVER 100 SQUARE FEET 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED OCCUPANCY CLASSIFICATION(S) (302) USE AND OCCUPANCY CLASSIFICATIONS A-2 COMMERCIAL KITCHEN AND DINING B ADMIN OFFICES S-2 PARKING GARAGE AND ACCESSORY... A-3 ACTIVITY AND LOUNGE SPACES R-2 RESIDENTIAL MIXED OCCUPANCIES AND SEPARATIONS (508) DOES BUILDING QUALIFY FOR NON -SEPARATED OCCUPANCIES? (508.3) TYPE IA YES TYPE VA NO OCCUPANCY SEPARATION RATINGS REQUIRED (508.4.4) N/A A to R and B = 1 HR FIRE BARRIER R to S-2 = 2 HR HORIZONTAL SEPARATION IV \� '1-hour separation required between R/S-2 (Table 508.4) CHAPTER 5 - BUILDING AREA CALCULATIONS LEVEL P1 S-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A UL S-2 21,212 TOTAL 21,212 TOTAL 21,212 < UL = OK LEVEL 1 NON SEPERATED MIXED USE OCCUPANCY OCC. AREA (SF) ALLOWABLE: I -A IBC 2015 508.3.2 A-2 3,227 UL ALLOWABLE BUILDING AREA BASED ON MOST A-3 2,656 UL RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS FOR THE TYPE OF CONSTRUCTION. B 1,513 UL S-2 16,478 UL TOTAL 23,874 C TOTAL 23,874 UL = OK LEVEL 2 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,555 36,000 S-2 353 63,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA. B 459 54,000 FLOOR AREA = 22,367 SF X 10% = 2,236 SF ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 34,500 = OK TOTAL ACCESSORY OCCUPANCY: 353 + 459 = 812 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS; LEVEL 3 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,540 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 369 63,000 AREA. FLOOR AREA = 22,367 SF X 10% = 2,236 SF B 458 54,000 ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 363 + 458 = 825 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS NOTE : THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING MATERIALS. EACH SUBCONTACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED; AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC OR OTHER... DOTE : THE ELEVATOR SHALL COMPLY WITH THE EMERGENCY )PERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 )F ASME A17.1. STANDBY POWER SHALL BE PROVIDED IN... LEVEL 4 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,546 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 372 63,000 AREA. B 449 54,000 FLOOR AREA = 22,367 SF X 10% = 2,236 SF ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 372 + 449 = 821 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS LEVEL 5 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,545 36,000 S-2 362 63,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA. B 460 54,000 FLOOR AREA = 22,367 SF X 10% = 2,236 SF ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 362 + 460 = 822 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS LEVEL 6 R-2 OCCUPANCY OCC. AREA SF) ALLOWABLE: V-A IBC 2015 508.2.3 A-3 Q,180 34,500 B 36 54,000 AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 20,045 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 65 63,000 AREA. FLOOR AREA = 21,652 SF X 10% = 2,165 SF ACCESSORY OCCUPANCIES ALLOWED C TOTAL 21,652 C 21,652 36,000 = OK TOTAL ACCESSORY OCCUPANC . 1, 0+362+65=1,607 SF < 2,165 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS; YYLL FOIL o z o 0 M D-WLL I LOOT 12� SOPHIA B WONG I I I NOT 11 I LU HUNG CHUN Z ` fV ET AL. T J LU w LU o Of Yr 10 ODS212 LLC ¢ AI G 4 )U`/AICEE o NO. 0 Dal :I C-1 z �'I LU oT UPROPERTY 2D LLC Q 0 li Q T99 I TOWNHOMES ASSOCIATION I L, N \ N89' 52'54"W 1374.51' (BASIS OF BEARINGS) 243.61' _ ak r N89° 52'54"W 213.5/' PROPERTY LINE----- COURTYARD 30' - 0" D-VVLL FOI BR CO DO' i� (12 TB EL. I I J IN LU 00 Z M M } � Cf LU O o' a D_ i �I 30'-0" -1 FPROPERTY LINE ADJACENT __ ____ PROPERTY •• PARK 212•APT LI � OPEN SPACE DIAGRAM ' 1/32" = 1'-0" ALLOWABLE AREA AND CONST. TYPE TYPE VA TYPE VA TYPE VA TYPE VA TYPE VA MODIFICATIONS (SECTIONS 503 & 506) OCCUPANCY A-2 A-3 B R-2 S-2 ALLOWABLE AREA FACTOR FOR EACH OCCUPANCY 34,500 34,500 54,000 36,000 63,000 (At) (TABLE 506.2) FRONTAGE INCREASE (If) (506.2) If = (F/P - 0.25) X W/30 F = BUILDING PERIMETER FRONTING ON PUBLIC 0.25 0.25 0.25 0.25 0.25 WAY P = PERIMETER OF ENTIRE BUILDING W = WIDTH OF PUBLIC WAY AREA MODIFICATION; ALLOWABLE AREA PER STOR (506.1) 37,375 37,375 58,500 39,000 68,250 Aa = At + (At X If) + (At X Is) CHAPTER 5 - BUILDING AREA RATIO CALCULATIONS Allowable area includes calculation for frontage increase per 506.2.4 EQUATION 5-3 LEVEL 2 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 37,375 0.60 TOTAL 0.60 *Excluded courtyard LEVEL 3 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 4 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 5 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 6 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 21,652 39,000 0.56 TOTAL 0.56 TOTAL RATIO LEVEL 2 0.60 LEVEL 3 0.57 LEVEL 4 0.57 LEVEL 5 0.57 LEVEL 6 0.56 TOTAL 2.87 < 3 = OK BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS vvni lnnv LEVEL 2 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 3 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 4 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 5 - FLS BLD AREA LEVEL 6 - FLS BLD AREA n r"T DECK, TYP ---'--niT DECK, TYP nrrinr�T DECK, TYP nrrinr�T DECK, TYP 9281 ;;role ► dv�1 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC CD 00 Cif z V) 0 (� Z z O Un l/1 W 0 0 z z U. O >_ O � 0 LU O z O LU00 > J 8 N O oCD J o O CO I--' CD _ Z N z QD_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 CODE SUMMARY PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 EDMONDS SENIOR LIVING: CODE SUMMARY PROJECT LOCATION: WASHINGTON APPLICABLE CODES PROJECT DESCRIPTION: NEW CONSTRUCTION SENIOR LIVING FACILITY IN EDMONDS, WASHINGTON. NOTE: THE BUILDING IS VESTED THROUGH THE CITY OF EDMONDS ADR PROCESS UNDER 2015 BUILDING CODE WITH WASHINGTON AMENDMENTS BEFORE THE 2018 CODE WAS ADOPTED BY THE STATE. DISCIPLINE CODE TITLE EDITION BUILDING WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 MECHANICAL WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 PLUMBING WASHINGTON STATE BUILDING CODE BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC) 2015 ELECTRICAL NATIONAL ELECTRICAL CODE (NEC) 2008 ENERGY WASHINGTON STATE ENERGY CODE 2015 FIRE ACCESSIBILITY WASHINGTON STATE BUILDING CODE BASED ON THE 2015 INTERNATIONAL FIRE CODE (IFC) NFPA13-2013; NFPA 99 AND 101 - 2015 2015 2015 2009 ICC/ANSI A117.1- 2009 WITH 2O15 WA AMENDMENTS AMERICANS WITH DISABILITIES ACT STANDARDS (ADAS) 2010 FAIR HOUSING AMENDMENTS ACT 1989 ADMINISTRATIVE REQUIREMENTS CONSTRUCTION DOCUMENTS LOCATION IN CONSTRUCTION... MEANS OF EGRESS (107.2.3): INDICATE LOCATION, CONSTRUCTION, SIZE AND CHARACTER OF ALL PORTIONS OF MEANS OF EGRESS. G0.11 THRU G0.22 EXTERIOR WALL ENVELOPE (107.2.4): DESCRIBE THE WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WITH THE CODE A2.00a SITE PLAN (107.2.5): INDICATE SIZE AND LOCATION OF NEW CONSTRUCTION RELATIVE TO LOT LINES, STREET GRADES, FINISHED GRADES AND, IF APPLICABLE, FLOOD PLANES OR ZONES. INCLUDE EXCAVATION AND FILL AS WELL AS DRAINAGE A1.01 DEFERRED SUBMITTALS (107.3.4.2) LOCATION IN CONSTRUCTION... WHEN APPROVED BY THE BUILDING OFFICIAL, DEFERRED SUBMITTALS SHALL BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. CS COVER SHEET INSPECTIONS (110): LOCATION IN CONSTRUCTION... INSPECTIONS ARE REQUIRED AT VARIOUS STAGES OF CONSTRUCTION AND WORK MAY NOT BE COVERD UNTIL APPROVED. REFER TO SECTIONS 110.3.9 AND CHAPTER 17 FOR SPECIAL INSPECTIONS CONSTRUCTION TYPE, HEIGHT AND EXTERIOR WALL FIRE RESISTANCE REQUIREMENTS GRADE PLANE AVERAGE: 98'-9" SPECIAL PROVISIONS 510.2 504.4.1 CONSTRUCTION CLASSIFICATION(S) (SECTION 602) TYPE IA TYPE VA SPRINKLER SYSTEM CLASSIFICATION: NFPA 13 IS THE BUILDING SPRINKLERED? YES c BUILDING HEIGHT IN FEET (SECTION 504 & TABLE 504.3)* ALLOWED: 70' PROPOSED: 69'-3 1/4" (Building height is the vertical distance from grade plane to the average height of the heighest roof surface) BUILDING HEIGHT IN STORIES (TABLE 504.4)* ALLOWED: 6 (1 podium Story+ 5 stories over podium) PROPOSED: 6 *Per 504.2.6, R-2 occupancy to increase allowabe stories from 4 stories outlined in Table 508.2 to 5 stories due to pressurizing of interior exit stairs in accordance with Section 909. FIRE RESISTIVE REQUIREMENTS BASED ON CONSTRUCTION TYPE (TABLE 601) TYPE IA TYPE VA RATING REQUIRED RATING PROVIDED RATING REQUIRED RATING PROVIDED PRIMARY STRUCTURAL FRAME 3 3 1 1 BEARING WALLS - EXTERIOR BEARING WALLS - INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION 3 3 1 1 3 3 1 1 2 2 1 1 1.5 1.5 1 1 INCIDENTAL USES (TABLE 509) ROOM OR AREA REQUIREMENT PROPOSED BOILER ROOM W/ EQUIPMENT OVER 15 PSI AND 10 HORSEPOWER 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED LAUNDRY ROOMS OVER 100 SF 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED WASTE COLLECTION ROOM OVER 100 SQUARE FEET 1-HR OR PROVIDE AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PROVIDED OCCUPANCY CLASSIFICATION(S) (302) USE AND OCCUPANCY CLASSIFICATIONS A-2 COMMERCIAL KITCHEN AND DINING B ADMIN OFFICES S-2 PARKING GARAGE AND ACCESSORY... A-3 ACTIVITY AND LOUNGE SPACES R-2 RESIDENTIAL MIXED OCCUPANCIES AND SEPARATIONS (508) DOES BUILDING QUALIFY FOR NON -SEPARATED OCCUPANCIES? (508.3) TYPE IA YES TYPE VA NO OCCUPANCY SEPARATION RATINGS REQUIRED (508.4.4) N/A A to R and B = 1 HR FIRE BARRIER R to S-2 = 2 HR HORIZONTAL SEPARATION CHAPTER 5 - BUILDING AREA CALCULATIONS LEVEL P1 S-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A UL S-2 21,212 TOTAL 21,212 TOTAL 21,212 < UL = OK LEVEL 1 NON SEPERATED MIXED USE OCCUPANCY OCC. AREA (SF) ALLOWABLE: I -A IBC 2015 508.3.2 A-2 3,227 UL ALLOWABLE BUILDING AREA BASED ON MOST A-3 2,656 UL RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS FOR THE TYPE OF CONSTRUCTION. B 1,513 UL S-2 16,478 UL TOTAL 23,874 A TOTAL 23,874 < UL = OK LEVEL 2 R-2 OCCUPANCY OCC. A ) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,695 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 353 63,000 AREA. 003 FLOOR AREA 22,507 SF X 10% = 2,251 SF B 459CD 54,000 ACCESSORY O TOTAL 22,507 CCD 003 CCD 003 CCD 003 22,507 34,500 = OK TOTAL ACCESSORY OCCUPA Y: 53 + 459 = 812 SF < 2,251 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS; LEVEL 3 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,540 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 369 63,000 AREA. FLOOR AREA = 22,367 SF X 10% = 2,236 SF B 458 54,000 ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 363 + 458 = 825 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS NOTE : THE GENERAL CONTRACTOR SHALL SCHEDULE A FIRESTOPPING MEETING WITH THE BUILDING INSPECTOR AND ALL SUBCONTRACTORS THAT WILL BE INSTALLING FIRESTOPPING MATERIALS. EACH SUBCONTACTOR WILL PROVIDE A LIST OF FIRESTOP MATERIALS/ASSEMBLIES WHICH WILL BE USED, THE TYPE OF PENETRATIONS WHERE EACH MATERIAL/ASSEMBLY WILL BE USED; AND THE LISTING AND APPROVAL INFORMATION (I.E. UL, ICC OR OTHER... NOTE : THE ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OF ASME A17.1. STANDBY POWER SHALL BE PROVIDED IN... LEVEL 4 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,546 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 372 63,000 AREA. B 449 54,000 FLOOR AREA = 22,367 SF X 10% = 2,236 SF ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 372 + 449 = 821 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS LEVEL 5 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE V-A AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 21,545 36,000 S-2 362 63,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA. B 460 54,000 FLOOR AREA = 22,367 SF X 10% = 2,236 SF ACCESSORY OCCUPANCIES ALLOWED TOTAL 22,367 22,367 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 362 + 460 = 822 SF < 2,236 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS LEVEL 6 R-2 OCCUPANCY OCC. AREA (SF) ALLOWABLE: V-A IBC 2015 508.2.3 A-3 1,180 34,500 B 362 54,000 AGGREGATE ACCESSORY OCCUPANCIES SHALL R-2* 20,045 36,000 NOT OCCUPY MORE THAN 10% OF THE FLOOR S-2 65 63,000 AREA. FLOOR AREA = 21,652 SF X 10% = 2,165 SF QACCESSORY OCCUPANCIES ALLOWED TOTAL 21,652 C 21,652 < 36,000 = OK TOTAL ACCESSORY OCCUPANCY: 1,180+362+65=1,607 SF < 2,165 SF ALLOWED *INCLUDES CORRIDOR AND RESIDENT DECK AREAS; YYLL u, o FOIL o z 0 M I LOOT 12 � SOPHIA B WONG I I I NOT � 9 I wl HUNG CHUN Z -V ET AL. J I LU w LU o Of Yr 9 a ODS212 LLC a T )NEE NO. M Dal 1 z �'I UPROPERTY 2D LLC Q Q li Q T99 I TOWNHOMES ASSOCIATION I L, 30' - 0" 212T1 I STREET 0* N D-WLL Fol BR \ N89' 52'54"W 1374.51' CO (BASIS OF BEARINGS) DO' 243.61' .� (12 TB EL. 3ak 1 N89° 52'54"W 213.54' o --- - ---- - PROPERTY LINE---- ---- - - -� COURTYARD I I J IN w- Z CID M } � ~ ' 0 3 M LU O � a D_ i 30'-0" PROPERTY LINE ADJACENT __ _ PROPERTY •• PARK P12•APT LI � OPEN SPACE DIAGRAM ' 1/32" = 1'-0" ALLOWABLE AREA AND CONST. TYPE TYPE VA TYPE VA TYPE VA TYPE VA TYPE VA MODIFICATIONS (SECTIONS 503 & 506) OCCUPANCY A-2 A-3 B R-2 S-2 ALLOWABLE AREA FACTOR FOR EACH OCCUPANCY (At) (TABLE 506.2) 34,500 34,500 54,000 36,000 63,000 FRONTAGE INCREASE (If) (506.2) If = (F/P - 0.25) X W/30 F = BUILDING PERIMETER FRONTING ON PUBLIC 0.25 0.25 0.25 0.25 0.25 WAY P = PERIMETER OF ENTIRE BUILDING W = WIDTH OF PUBLIC WAY AREA MODIFICATION; ALLOWABLE AREA PER STOR (506.1) 37,375 37,375 58,500 39,000 68,250 Aa = At + (At X If) + (At X Is) CHAPTER 5 - BUILDING AREA RATIO CALCULATIONS Allowable area includes calculation for frontage increase per 506.2.4 EQUATION 5-3 LEVEL 2 R-2 WITH ACCESSORY OCCUPANCIES OCC. A ) ALLOWABLE V-A RATIO R-2 22,507 37,375 0.60 CCD 003 TOTAL 0.60 *Excluded courtyard LEVEL 3 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 4 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 5 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 22,367 39,000 0.57 TOTAL 0.57 LEVEL 6 R-2 WITH ACCESSORY OCCUPANCIES OCC. AREA (SF) ALLOWABLE V-A RATIO R-2 21,652 39,000 0.56 TOTAL 0.56 TOTAL RATIO LEVEL 2 0.60 LEVEL 3 0.57 LEVEL 4 0.57 LEVEL 5 0.57 LEVEL 6 0.56 TOTAL 2.87 < 3 = OK APPROVED BY PLANNING 1/17/2023 BUILDING AREA:WIIIA�ICAL CD 003 *NO EXCLUSIONSHAFTS, STAIRS OR ELEVATORS vvni lnnv LEVEL 2 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 3 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 4 - FLS BLD AREA BUILDING AREA: 22,367 SF *NO EXCLUSIONS FOR MECHANICAL SHAFTS, STAIRS OR ELEVATORS LEVEL 5 - FLS BLD AREA nl III nln Anr A. '19 rr'1 Cr I In I/'!l\/rnn ('/l 11NA-11 An A LEVEL 6 - FLS BLD AREA n rrinrnT DECK, TYP ..."--'IT DECK, TYP nrrinrKT DECK, TYP n rrinrKT DECK, TYP 9281 3 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 CD 00 Cif z V) 0 (� Z z O Un LU 0 0 z z LL O > O 0 LU � O z O LU00 > J o O N oCD J o O CD = Z N z QD_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 CODE SUMMARY CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 MOVED THE BELOW COLUMN OF THE CODE SUMMARY CATEGORIES FROM SHEET G2.01 TO G2.02. FIRE -RESISTIVE RATED CONSTRUCTION REQUIREMENTS FIRE BARRIER FIRE -RESISTIVE RATINGS (707.3) LOCATION REQUIRED RATING RATING PROVIDED SHAFT ENCLOSURES (713.4) 2-HR 2-HR INTERIOR EXIT STAIRS & RAMPS (1023.2) 2-HR 2-HR EXIT ACCESS STAIRWAYS (1019.3.1) 2-HR 2-HR EXIT PASSAGEWAY (1024.3) 1-HR N/A HORIZONTAL EXIT (1026.2) 2-HR N/A SEPARATED OCCUPANCIES (TABLE 508.4) SEE TABLE SEE TABLE FIRE AREAS (TABLE 707.3.10) SEE TABLE N/A FIRE PARTITIONS FIRE -RESISTIVE RATINGS (708.3) LOCATION REQUIRED RATING RATING PROVIDED WALLS SEPARATING DWELLING UNITS (420.2) 1-HR 1-HR 1-HR 1-HR 0.5-HR WALLS SEPARATING SLEEPING UNITS (420.2) CORRIDOR WALLS (1020.1) 0.5-HR ELEVATOR LOBBY SEPARATION (708.1 EXCEPTION 4) NONE NONE HORIZONTAL ASSEMBLIES FIRE -RESISTIVE RATINGS (711.1) REQUIREMENT REQUIRED RATING RATING PROVIDED TYPE I -A OF CONSTRUCTION (TABLE 601) 3 3 TYPE V-A OF CONSTRUCTION (TABLE 601) 1 1 SEPARATING OCCUPANCIES (508.4) 1 1 HORIZONTAL BUILDING SEPARATION ALLOWANCE (510.2.1) 3 N/A SMOKE BARRIERS (709) 1 1 DWELLING OR SLEEPING UNITS (420.3) 1 1 OPENING PROTECTION (716) OPENING FIRE PROTECTION ASSEMBLIES AND RATINGS (TABLE 716.5) REQUIRED WALL WALL ASSEMBLY MIN. FIRE DOOR / FIRE DOOR / DOOR VISION DOOR VISION ASSEMBLY RATING PROVIDED SHUTTER RATING SHUTTER PANEL SIZE (SQ. PANEL PROVIDED TYPE OF ASSEMBLY (HOURS) (HOURS) (HOURS) PROVIDED IN.) (SQ. IN.) (HOURS) 4 N/A 3 N/A N/P N/A FIRE WALLS & BARRIERS 3a N/A 3 N/A N/P N/A GREATER THAN 1-HOUR 2 2 1.5 1.5 100 96 1.5 N/A 1.5 N/A 100c N/A SHAFT, EXIT ENCLOSURES AND EXIT PASSAGEWAY... 2 2 1.5 1.5 100c 96 FIRE BARRIERS REQ. TO BE 1-HR: SHAFTS, EXIT ACCESS STAIRS & RAMPS, EXIT 1 1 1 1 100c,d N/A STAIRS & RAMPS AND EXIT... OTHER FIRE BARRIERS 1 1 0.75 0.75 MAX. TESTED N/A FIRE PARTITIONS: CORRIDORS 1 1 N/A 0.33b 0.33 MAX. TESTED N/A 0.5 0.33 N/A FIRE PARTITIONS: OTHER 1 1 0.75 0.75 MAX. TESTED N/A 0.5 N/A 0.33 0.33 N/A EXTERIOR WALLS 3 2 N/A 1.5 N/A N/A 100C N/A N/A N/A 1 1 0.75 **0 MAX TESTED N/A SMOKE BARRIERS 1 1 0.33b 0.33 MAX TESTED N/A "THE PROJECT ONLY HAS ONE LOCATION WHERE UNLIMITED UNPROTECTED OPENINGS ARE NOT ALLOWED. AT THAT LOCATION, UP TO 75% OF THE WALL MAY BE UNPROTECTED. DOORS IN THAT WALL ARE INCLUDED AS UNPROTECTED OPENINGS AND THEREFORE ARE NOT REQUIRED TO BE RATED OPENING FIRE PROTECTION ASSEMBLIES AND RATINGS (TABLE 716.5) CONTINUED TYPE OF ASSEMBLY MIN. SIDELIGHT/TRANSOM ASSEMBLY RATING (HRS) FIRE RATED GLAZING MARKING SIDELIGHT/TRANSOM PANEL FIRE PROTECTION REQ. PROVIDED FIRE RESISTANCE REQ. PROVIDED FIRE WALLS & BARRIERS GREATER THAN 1-HOUR N/P N/A N/P N/A N/P N/A N/P N/A N/P N/A N/P N/A N/P N/A N/P N/A SHAFT, EXIT ENCLOSURES AND EXIT PASSAGEWAY... N/P N/A N/P N/A FIRE BARRIERS REQ. TO BE 1-HR: SHAFTS, EXIT ACCESS STAIRS & RAMPS, EXIT STAIRS & RAMPS AND EXIT... N/P N/P N/A N/A OTHER FIRE BARRIERS 0.75 N/A D-H N/A FIRE PARTITIONS: CORRIDORS 0.75 N/A D-H-OH-45 N/A 0.33 0.33 D-H-OH-20 N/A FIRE PARTITIONS: OTHER 0.75 N/A D-H-45 N/A 0.33 0.33 D-H-45 N/A EXTERIOR WALLS N/P N/A N/P N/A N/P N/A N/P N/A 0.75 N/A D-H-45 N/A SMOKE BARRIERS 0.75 N/A N/A N/A a. TWO DOORS, EACH WITH A FIRE RATING OF 1.5 HOURS, INSTALLED IN OPPOSITE SIDES OF THE SAME OPENING IN A FIRE WALL, SHALL BE DEEMED EQUIVALENT IN FIRE PROTECTION RATING TO ONE 3-HOUR FIRE DOOR b. FOR TESTING REQUIREMENTS, SEE SECTION 716.5.3 c. FIRE -RESISTANCE -RATED GLAZING TESTED TO ASTM E119 IN ACCORDANCE WITH SECTION 716.2 SHALL BE PERMITTED, IN THE MAXIMUM SIZE TESTED. d. EXCEPT WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER AND THE FIRE -RATED GLAZING MEETS THE CRITERIA ESTABLISHED IN SECTION 716.5.5. FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS (TABLE 716.6) TYPE OF WALL ASSEMBLY REQUIRED WALL MIN. FIRE RATING (HOURS) WINDOW RATIN... FIRE WINDOW RATING PROVIDE... INTERIOR WALLS FIRE WALLS FIRE BARRIERS ALL NP* N/A > 1.0 NP* N/A 1 NP* N/A INCIDENTAL USE AREAS (707.3.6) MIXED OCCUPANCY SEPARATIONS (707.3.8) 1 0.75 N/A FIRE PARTITIONS 1 0.75 N/A 0.5 0.33 N/A SMOKE BARRIERS 1 0.75 N/A EXTERIOR WALLS >1.0 1.5 N/A 1 0.75 N/A 0.5 0.33 N/A a. NOT PERMITTED EXCEPT FIRE -RESISTANCE -RATED GLAZING ASSEMBLIES TESTED TO ASTM E119 OR UL 263, AS SPECIFIED IN SECTION 716.2. DUCTS AND TRANSFER OPENINGS (717) FIRE DAMPER RATINGS (TABLE 717.3.2.1) TYPE OF PENETRATION MINIMUM RATING (HOURS) LESS THAN 3-HOUR FIRE -RESISTANCE -RATED ASSEMBLIES 1.5 3-HOUR OR GREATER FIRE -RESISTANCE -RATED ASSEMBLIES 3 THROUGH-PENTRATIONS OF HORIZONTAL ASSEMBLIES (717.6.1, EXCEPTION) A DUCT IS PERMITTED TO PENETRATE THREE FLOORS OR LESS WITHOUT A FIRE DAMPER AT EACH FLOOR PROVIDED SUCH DUCT MEETS ALL OF THE FOLLOWING REQUIREMENTS 1 THE DUCT SHALL BE CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL AND SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM WALL THICKNESS OF 0.187 INCHES (NO. 26 GAGE) 2 THE DUCT SHALL OPEN INTO ONLY ONE DWELLING UNIT OR SLEEPING UNIT AND THE DUCT SYSTEM SHALL BE CONTINUOUS FROM THE UNIT TO THE EXTERIOR OF THE BUILDING. 3 THE DUCT SHALL NOT EXCEED 4-INCH NOMINAL DIAMETER AND THE TOTAL AREA OF SUCH DUCTS SHALL NOT EXCEED 100 SQUARE INCHES IN ANY 100 SQUARE FEET OF GROSS FLOOR AREA 4 THE ANNULAR SPACE AROUND THE DUCT IS PROTECTED WUTHG MATERIALS THAT PREVENTTHE PASSAGE OF FLAME AND HOT GASES SUFFICIENT TO IGNITE COTTON WASTE WHERE SUBJECTED TO ASTM E 119 OR UL 263 TIME -TEMPERATURE CONDITIONS UNDER A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 Pa) OF WATER AT THE LOCATION OF THE PENETRATION FOR THE TIME PERIOD EQUIVALENT TO THE FIRE -RESISTANCE RATING OF THE CONSTRUCTION PENETRATED. 5 GRILLE OPENINGS LOCATED IN A CEILING OF A FIRE -RESISTANCE -RATED FLOOR/CEILING ASSEMBLY SHALL BE PROTECTED WITH A LISTED CEILING RADIATION DAMPER INSTALLED IN ACCORDANCE WITH SECTION 717.6.2.1 MEANS OF EGRESS SMOKE CONTROL SYSTEM ELEVATOR HOISTWAY PRESSURIZATION ALTERNATIVE (909.21) ELEVATOR HOISTWAY WILL BE PRESSURIZED IN LIEU OF REQUIRED ENCLOSED ELEVATOR LOBBIES AND WILL COMPLY WITH SECTIONS 909.21.1 - 909.12.11 1 Reference 3006.3 IThe pressurization system is required, to be provided with standby power in I (accordance with 2702. 909.21.5 EGRESS WIDTH (1005.2 & 1005.3) EGRESS COMPONENT FACTOR (INCHES / NO. OF OCCUPANTS REQUIRED WIDTH (INCHES) NARROWEST WIDTH OCCUPANT) (BASED ON HIGHEST LOAD, PROVIDED (INCHES) 1/2 EA. STAIR) CORRIDORS 0.15 SEE FLS SHEETS: G2.20-G2.26 STAIRS (ASSUME 1/2 PER STAIR) 0.2 SEE FLS SHEETS: G2.20-G2.26 EXIT DOOR(S) 0.151 SEE FLS SHEETS: G2.20-G2.26 NOTE: BUILDING SHALL BE EQUIPPED WITH EMERGENCY VOICE ALARM/COMMUNICATION SYSTEM AND AUTOMATED SPRINKLER SYSTEM. EXIT ACCESS (1016) COMMON PATH OF EGRESS TRAVEL (TABLE 1006.3.2) REQUIRED (FEET) PROVIDED (FEET) GROUP A OCCUPANCY - SPRINKLERED 75 SEE FLS PLANS GROUP B OCCUPANCY-SPRINKLERED GROUP R-2 - SPRINKLERED 100 SEE FLS PLANS 125 SEE FLS PLANS GROUP S OCCUPANCY - SPRINKLERED 100 SEE FLS PLANS EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) OCCUPANCY WITH SPRINKLERS (FEET) PROVIDED (FEET) B A, R S-2 300 250 400 SEE FLS PLANS SEE FLS PLANS SEE FLS PLANS CORRIDOR FIRE -RESISTANCE RATING (TABLE 1020.1) WITH SPRINKLERS (RATING IN OCCUPANCY HOURS)C PROVIDED (RATING IN HOURS) R 0.5 0.5 A, B, S (GREATER THAN 30) 0 0 DWELLING UNITS (1107.6) ROOM OR AREA REQUIREMENT PROPOSED ACCESSIBLE UNITS (1107.6.2.2) NONE REQUIRED N/A TYPE A UNITS (1107.6.2.2.1) 5% 9 UNITS (7%) TYPE B UNITS (1107.6.2.2.2) 1 95% 1 118 UNITS (93%) 907.6.2.3.3: In Group R-2 occupancies required by Section 907 to have a fire alarm system, all dwelling units and sleeping units shall be provided with the capability to support visible alarm notification appliances in accordance with Chapter 10 of ICC A117.1. Such capability shall be permitted to include the potential for future interconnection of the building fire alarm system with the unit smoke alarms, replacement of audible appliances with combination audible/visible appliances, or future extension of the existing wiring from the unit smoke alarm locations to required locations for visible appliances. PLUMBING FIXTURE SCHEDULE (2902.1) OCCUPANCY A-2 A-3 B S-2 R-2 WATER CLOSETS LAVATORIES BATHTUBS /SHOWERS MALE FEMALE MALE FEMALE MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES PER TABLE 2902.1 1/75 1/75 1/200 1/125 1/65 1/200 1/25 FOR FIRST 50 & 1/50 FOR REMAINDER 1/40 FOR FIRST 80 & 1/80 FOR REMAINDER 1/100 1 PER DWELLING UNIT 1/100 LEVEL 1 (TOTAL OCCUPANTS / 2 = MALE OCC.; TOTAL OCCUPANTS / 2 = FEMALE OCC.) DRINKING FOUNTAINS Occupant loads over 30 shall have 1 drinking fountaing for the first 150 occupants, then 1 per each additonal 500 occupants A-2 (129 OCC) .86 .86 .32 .32 0.2 A-3 (160 OCC) 0.64 1.23 0.40 .375 0.40 .375 0.32 B (30 OCC) 0.60 0.60 0.40 S-2 (87) TRASH, STORAGE, GENERATOR, MECH, RISER - NOT INCLUDED REQUIRED 2.10 2.69 3 1.10 2 1.10 2 0.92 PROVIDED 3 1 LEVEL 2 (TOTAL OCCUPANTS / 2 = MALE OCC.; TOTAL OCCUPANTS / 2 = FEMALE OCC.) R-2 (284 OCC) EACH RESIDENT UNIT HAS AN OCCUPANCY OF LESS THAN 10 & PROVIDES A MINIMUM 1 WATER CLOSET+ 1 LAVATORY+ 1 SHOWER; COMPLYING WITH TABLE 2902.1 1-1 MINIMUM FIXTURE REQUIREMENTS REQUIRED 0.00 0.00 0.00 0.00 0.00 PROVIDED 0 0 0 0 0 LEVEL 3, 4 & 5 (TOTAL OCCUPANTS / 2 = MALE OCC.; TOTAL OCCUPANTS / 2 = FEMALE OCC.) R-2 (417 OCC) EACH RESIDENT UNIT HAS AN OCCUPANCY OF LESS THAN 10 & PROVIDES A MINIMUM 1 WATER CLOSET+ 1 LAVATORY+ 1 SHOWER; COMPLYING WITH TABLE 2902.1 1-1 MINIMUM FIXTURE REQUIREMENTS REQUIRED 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0 PROVIDED LEVEL 6 (TOTAL OCCUPANTS / 2 = MALE OCC.; TOTAL OCCUPANTS / 2 = FEMALE OCC.) A-3 (196 OCC) 0.78 1.5 T 0.49 0.49 0.40 R-2 (109 OCC) EACH RESIDENT UNIT HAS AN OCCUPANCY OF LESS THAN 10 & PROVIDES A MINIMUM 1 WATER CLOSET+ 1 LAVATORY+ 1 SHOWER; COMPLYING WITH TABLE 2902.1 1-1 MINIMUM FIXTURE REQUIREMENTS S-2 (183) TRASH, STORAGE, GENERATOR, MECH, RISER - NOT INCLUDED REQUIRED 0.78 1.5 0.49 0.49 3 UNISEX 0.40 PROVIDED 3 UNISEX 1 SINGLE DRINKING FOUNTAINS PROVIDED WITH TWO SEPARATE SPOUTS THAT COMPLIES WITH ACCESSIBLE REQUIREMENTS (1109.5, 2902.5) *SEE FLS SHEETS G2.20-G2.26 FOR LOCATION OF PLUMBING FIXTURES 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 Cif Z V) 0 C) (� Z z O Un ifl to W 0 0 Z z L.L O O 0 LU 0� 0 z O LU00 ; J o N O oCD J o O CO CD = ZCD N z Qo_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 CODE SUMMARY PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 WSEC 2015 C406 DI A E P A P N 1 MORE EFFICIENT HVAC PERFORMANCE IN ACCORDANCE WITH SECTION C406.2 DU D LI TI PO R I CC DANCE WITH SECTION C406.3 C406.3.1 REDUCED LIGHTING POWER DENSITY. TH LIGHTING PACKAGE WILL COMPLY WITH TOTAL INTERIOR LIGHTING POWER OF TH C406.3.1. LIGHTING PACKAGE TO BE BUILDING SHALL BE 75 PERCENT OR LESS O PROVIDED UNDER SEPARATE PERMIT. THE LIGHTING POWER VALUES SPECIFIED IN TABLE C405.4.2(1) TIMES THE FLOOR ARE FOR THE BUILDING TYPES, OR BY USING 75% OF THE INTERIOR LIGHTING POWER ALLOWANCE CALCULATED BY THE SPACE -BY -SPACE METHOD OF SECTION C405.4.2. LAMP FRACTION. NOT LESS THAN 95 PERCE T C406.3.2 LIGHTING PACKAGE WILL COMPLY WITH OF THE INTERIOR LIGHTING POWER FROM LIGHTING PACKAGE TO BE LAMPS IN PERMANENTLY INSTALLED LIGHT :C406.3.2. ROVIDED UNDER SEPARATE PERMIT. FIXTURES IN DWELLING UNITS AND SLEEPING UNITS SHALL BE PROVIDE BY LAMPS WITH A MINIMUM EFFICACY OF 60 LUMENTS PER WATT. rRes—id ential portions of the building are required to comply Iwith C405.1, Exception, which requires compliance with R404.1. Please note that R404.1 (residential WSEC) (requires a minimum of 75% of lamps in permanently ,installed lighting fixtures to be high -efficacy lamps. TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD CLIMATE ZONE C4 - ALL OTHER - REQUIRED PROVIDED ROOFS INSULATION ENTIRELY ABOVE DECK R-38 ci R-38 ci ATTIC AND OTHER R-49 R-49 WALLS, ABOVE GRADE & BELOW GRADE MASS STEEL FRAMED WOOD FRAMED AND OTHER FLOORS MASS R-9.5 ci R-9.5 ci R-13 + R-10 ci R-13 + R-10 ci R-21 int R-21 R-30 ci TABLE C402.1.4 R-30 ci OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, U-VALUE METHOD CLIMATE ZONE - C4 ALL OTHER - REQUIRED PROVIDED ROOFS INSULATION ENTIRELY ABOVE DECK U-0.027 U-0.026 ATTIC AND OTHER U-0.021 U-0.020 WALLS, ABOVE GRADE & BELOW GRADE MASS U-0.104 U-0.078 & U-0.90 STEEL FRAMED U-0.055 U-0.052 WOOD FRAMED AND OTHER U-0.054 U-0.060 FLOORS MASS U-0.031 U-0.030 TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS CLIMATE ZONE - C4 REQUIRED PROVIDED VERTICAL FENESTRATION: U-FACTOR NON METAL FRAMING U-0.30 U-0.28 METAL FRAMING (FIXED) U-0.38 U-0.31 VERTICAL FENESTRATION: SHGC ORIENTATION (SEW / N) SEW / N SEW N EPF<0.2 (U-0.40 / U-0.53) U-0.29 U0.29 NON METAL FRAMING U-0.27 U0.27 METAL FRAMING 9281 ;',rOfl �. OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck IIIBECK & ASSOCIATES, PLl N O 00 Cif z to 0 0 t3 Z z O Un 0 l/1 W 0 z z L.L O O 0 0� 0 z O LU00 ; J o N O oCD J o OCO I--' CD _ Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 CODE SUMMARY - ENERGY COMPLIANCE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 .0 IN it 2015 WSEC Requirements for Commercial Buildings Includln qg Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02022 NEEA All rights reserved p y g 2 1 WSEC Requirements 0 5 S C f rCommercial Buildings m I In o cud r R2 R R4 over n II R1 - g Group 3& o e 3 stories & a Administered 2 22 NEEA All ri rights reserved by 0 0 g ed 2015 WSEC Requirements for Commercial Buildings Includln qg Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02022 NEEA All rights reserved p y g 2015 WSEC Requirements for Commercial Buildings including Group R2 R3 & R4 over 3 stones &all R1 - Administered b 02022 NEEA All rights reserved q g g p y g The followinginformation is necessary to check a building permit rY 9 P application for compliance with the building envelope requirements in the Washington State PP P 9 P q 9 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State 9 rY 9 P PP P 9 Pe q 9 The following 9 information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State rY 9 P PP P 9 P q 9 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State 9 rY 9 P PP P 9 P q 9 Energy Code, Commercial Provisions. Energy Code, Commercial Provisions. Energy Code, Commercial Provisions. Energy Code, Commercial Provisions. For questions about this report. contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com q p pp pp @ gy For questions i rCommercialTechnical - - r i i rt waener codes.com o quest o s about this report, contact WSEC Support at 360 539 5300 o via email at com.techsuppo @ gy For questions about this report, contact WSEC Commercial Technical q p Support at 360-539-5300 or via email at com.techsu ort waener codes.com pp pp @ gy For questions about this report. contact WSEC Commercial q p Technical Support at 360-539-5300 or via email at com.techsu ort waener codes.com pp pp @ gy Project: Anthology of Edmonds - 2015 WSEC YES C103.2 Compliance Indicate envelope insulation compliance path ENV- NA For qualifying ASTM C90 masonry walls, Note in envelope plans that all lighting 21200 72nd Ave. W C103.6.3 documentation and provide applicable forms; ENV- PRESCRIPTIVE indicate loose -fill core insulation material and fixtures located within daylight zones shall be Edmonds, WA 98026 PRESCRIPTIVE or ENV-UA / ENV-SHGC percentage of cores filled including grouted provided with daylight responsive controls h. Date: 2022-02-09 for component performance cores, bond beams, vertical fills, headers and WSEC Section C405.2.4.1; indicate method If complying via total building performance, - any other grouted cores of control in lighting fixture schedules Applies Code Section Component Compliance Information Required In Permit Location in Building Department Documentation Documents Notes provide a list of all proposed envelope NA Indicate method of protection of exposed Indicate that the VT of vertical fenestration is component types, areas and U-values exterior basement/crawlspace wall insulation at least L I times the rated SHGC Identify on plans commercial (non -Group R) occupancy spaces undergoing a change to YES C303.1.1 Insulation Indicate identification mark shall be applied Project manual YES C103.2 Opaque doors Indicate rated U-factor (swinging) or R-value 02.03, Project C402.4.1.3 Increased prescriptive Indicate high performance U-factors and Group R; provide calculations that C303.1.2 identification to all insulation materials and insulation C402.4.4 (non -swinging - roll-up/sliding) on wall Manual C502.2.1 maximum vertical SHGC values in fenestration schedules demonstrate alteration complies with the installed such that the mark is readily sections or in door schedules - applies to C503.3.2 fenestration area with current WSEC ins observable duringlion � an 50% � area doors with less than glazed high- m i erforance Indicate if an area -weighted U-factor is used glazing for multiple fenestration elements within the E �Cop YES C303.1.3 Fenestration product Fenestration products shall be labeled with Project manual YES C402.2.5 Floor over outdoor or Indicate R-value(s) of cavity/continuous A0.31 same fenestration category per Table C402.3; C402.4.3 rating rated U-factor, SHGC, VT, and leakage rating unconditioned space insulation on floor sections provide U-factor calculations C402.1.1.2 Low energy spaces Identify low energy spaces on plans; include insulation project information, and calculations if YES C303.1.1 General insulation Indicate installation methods, thicknesses, A0.31, Project YES Indicate framing material on floor sections A0.31 C402.4. L4 Increased prescriptive Indicate that for eligibility, all occupied, applicable, that demonstrate spaces are C402.2.1 installation densities and clearances to achieve the manual C403.6 maximum vertical conditioned spaces will be served by a eligible for envelope provisions exemption intended R-value of all insulation materials NA Indicate material density category and weight Y g '�' g fenestration area with dedicated outside air system (DOAS) that of qualifying mass floors DOAS mechanical delivers ventilation air without requiring C402.1. L 1 Semi -heated spaces P Identify semi -heated spaces on plans, include Y P P YES Where two or more layers of rigid insulation Project manual NA C402.2.6 Slab -on -grade floor � Indicate R-value of continuous insulation on systems Y operation of the heating/cooling coolin system per g y calculations that demonstrate spaces are will be used, indicate that edge joints between C303.2.1 insulation wall section or foundation detail Section C403.6 e eligible for wall insulation exemption layers are staggered C103.2 Roof assembly Y Indicate R-values of cavity/continuous /continuous O ty A0.31 NA Indicate insulation extends down vertically C402. L5 Wall/vertical Indicate if component performance with YES C402. L2 Equipment Buildings Provide building area, average wall and roof and/or horizontally the required distance from fenestration target target area adjustment will be used to account U-factor, and installed equipment information C402.2.2 insulation insulation on roof sections top of slab area adjustment for vertical fenestration area in excess of the that demonstrates equipment building is YES Indicate framing materials on roof sections A0.31 prescriptive maximum allowed eligible for envelope provision exemption NA Indicate method of protection of exposed NA Indicate method of framing for ceilings below exterior slab edge insulation C402.4. I Skylight maximum Provide calculation for total skylight area as a C410.2 Walk-in and Identify walk-in and warehouse cooler and vented attics and vaulted ceilings per A 102.2 C502.2.2 area percentage of gross roof area (SRR) for new warehouse cooler and freezer spaces on plans NA Indicate R-value of continuous insulation on C503.3.3 construction, additions and alterations in ENV - freezer spaces wall section or foundation detail SUM NA Provide area weighted average U-factor SCOPE calculation for insulation whose thickness NA C402.2.6 Radiant] heated slab- y Indicate insulation extends down vertical] Y C402.1.5.2 Roof/skylight target Indicate if component performance with varies b 1 inch or less Y C303.2.1 on -grade floor from top of slab and then horizontally under area adjustment target area adjustment will be used to account C101.4.1 Mixed residential / Identify spaces with different occupancy insulation the entire slab for skylight area in excess of the prescriptive commercial building requirements on plans YES Indicate effective U-factors of tapered A0.31 maximum allowed SCOPE insulation entirely above deck per A 102.2.6; NA Indicate method of protection of exposed include roof configuration and slope, maximum R-value at peak and minimum R- value at low point for all roof surfaces NA C402.2.8 Radiant heating exterior slab edge insulation Indicate insulation R-value behind radiant YES C402.4.3 C303.1.3 U-factors, SHGC and VT for all fenestration Indicate U-factors, SHGC and VT values in Project manual fenestration schedules C503.2 Change of space Identify on plans existing unconditioned conditioning spaces changing to semi -heated or conditioned system insulation panels, U-bend/headers and bottom surface of NA assemblies Indicate if an area -weighted U-factor is used space, and existing semi -heated spaces Indicate R-values for thermal spacers and radiantly heated floors ( hd flother than radiant] Y for multiple fenestration elements within the NA changing to conditioned space; provide each insulation layer, and liner system (IS) heated slab -on -grade) same fenestration category per Table C402.3; calculations for existing and final level of provide U-factor calculations space conditioning, and calculations that method for metal building roofs g YES C402.4.1 Vertical fenestration Provide calculation for total vertical GLOS demonstrate alteration complies with current C402.2.2 Skylight curb Indicate curb insulation R-value on roof C502.2.1 maximum area fenestration area as apercentage of s � YES Indicate if values are NFRC or default; if Project manual WSEC insulation section if not included in skylight NFRC C503.3.2 above grade wall area (WWR) for new default then specify frame type, glazing rating construction, additions and alterations in ENV- layers, gap width, low-e coatings, gas -fill C505. I Change of occupancy Identify on plans existing F, S and U SUM occupancy spaces undergoing a change in YES C103.2 Above/below grade Indicate R-value(s) of cavity/continuous A0.11 NA C402.4.3 Permanent shading For windows with overhangs or permanent occupancy, provide calculations that C402.2.3 wall insulation insulation on wall sections C402.4.1.1 Increased prescriptive Provide calculations showing that the devices projection shading devices, provide projection demonstrate alteration complies with the C402 2 4 C405.2.4.1 maximum vertical percentage of overall conditioned floor area factor calculations (Equation C4-6) and current WSEC YES C303.2.1 Indicate framing materials on wall sections A0. I I C502.2.1 fenestration area with within daylight zones is equal to or greater associated minimum SHGC for north and non- C503.3.2 daylight zones and than 50% in I and 2 story buildings; OR north orientations Identifyon plans pre-2(X)2 Group R spaces P P P p YES Indicate method of framing for wood AO.I 1, Project controls undergoing a change to a commercial construction per A103.2 (std, int, adv) Manual Provide calculations showing that the C402.4.2 Spaces in single story In single story buildings, provide list of occupancy; provide calculations that percentage of overall net floor area within buildings requiring enclosed areas that exceed 2,500 sf; for each demonstrate alteration complies with the P NA Indicate material density category, wall weight daylight zones is equal to or greater than 25%space skylights s ace identify the space use, floor area, floor Y P' current WSEC and heat capacity for qualifying mass walls in buildings 3 stories or more; include the to ceiling height, whether skylights are gross floor area and list of spaces omitted for installed, and any exception taken ENVELOPE PROVISIONS the net floor area Page 117 Page 217 Page 317 2015 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 - Administered by @2022 NEEA, All rights reserved 2015 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by 02022 NEEA, All rights reserved 2015 WSEC Requirements for Commercial Buildings including Group R2, R3 & R4 over 3 stories & all R1 -- Administered by 02022 NEEA, All rights reserved The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Energy Code, Commercial Provisions. Energy Code, Commercial Provisions. Energy Code, Commercial Provisions. For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com For questions about this report, contact WSEC Commercial Technical Support at 360-539-5300 or via email at com.techsupport@waenergycodes.com Provide calculations for percentage of NA Note in envelope plans that all recessed For a roof covering replacement where conditioned floor area located within a lighting fixtures shall be IC rated and have an insulation is installed entirely above the roof daylight zone including skylight and eligible air leakage rating not greater than 2 cfm per deck, indicate insulation complies with sidelight daylight zones ASTM E283 test; include these requirements requirements for new construction per Tables in lighting fixture schedules C402.1.3 or C402.1.4 Provide calculations for percentage of skylight area in each space over 2,500 SF, OR YES C402.5.6 Loading dock seals Indicate weather seal at cargo and loading Project manual C503.1 Wall and floor For a wall or floor alteration (floor over dock doors alteration - insulation outdoor or unconditioned space) where Provide calculations for skylight effective existing envelope cavities are exposed, aperture (Equation C4-5) for each space over YES C402.5.7 Vestibules Indicate locations and dimensions of A2.01 indicate cavities are insulated to full depth at 2,500 SF vestibules and air curtains R-3 per inch Indicate haze factor of skylight glazing YES Indicate exception and criteria utilized for all Exception 1, 4 C503.3.2 Addition of vertical Where the addition of new vertical material or diffuser building entrances and exits that do not have a fenestration fenestration results in total building window - ADDITIONAL EFFICIENCY CREDITS -ENHANCED ENVELOPE PERFORMANCE vestibule or air curtain to -wall ratio (WWR) exceeding the maximum NA Indicate required performance for air curtains allowed per C402.4.1, demonstrate method of NA C406.8 Enhanced envelope To comply with additional efficiency package installed per Exception 7 compliance (vertical fenestration alternate per performance option, demonstrate envelope insulation C503.3.2, or component performance compliance via component performance; YES For unconditioned vestibules, indicate which A0.11 compliance with target area adjustment for provide ENV-UA / ENV-SHGC compliance envelope assembly (interior or exterior) the total building) forms; verify that building total UA is 15% complies with the requirements for a lower than the Code target UA conditioned space C503.3.3 Addition of skylights Where the addition of new skylights results in total building skylight -to -roof ratio (SRR) AIR LEAKAGE YES C103.2 Building air leakage Indicate on plans the location of air barrier G 1.06-G 1.08 exceeding the maximum allowed per C402.5. L2 test boundaries and area calculations on all six C402.4.1, demonstrate component YES C402.5.1.1 Air barrier Identify location and provide diagram of G1.06-G1.08 sides of the air barrier performance compliance with target area construction and continuous air barrier in plans and sections adjustment for the total building sealing YES Indicate air barrier test method in accordance Project manual YES Provide details for all joints, transitions in A7 SERIES with ASTM E779 or approved equivalent PROJECT CLOSE OUT DOCUMENTATION materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other YES Indicate required maximum leakage rate for Project manual YES C103.6.3 Project close out Indicate in plans that project close out Project manual approved method) compliance. documentation documentation is required including requirements applicable WSEC envelope compliance forms NA C402.5.3 Rooms containing Indicate that room(s) containing non -direct YES Include the following requirements in project Project manual and calculations, and fenestration NFRC open combustion fuel vent appliances is isolated from conditioned documents: (1) Submit air barrier test report rating certificates burning appliances space by the thermal envelope with a sealed to jurisdiction once test is completed; (2) If used for space air barrier, including doorway gasketing and test results exceed 0.40 cfm/ft2 (1.5 L/s*m2) conditioning sealing around ductwork and piping at 0.3 in. wg (75 Pa), then visually inspect air penetrations barrier and seal noted sources of leakage; (3) Submit a follow-up report to jurisdiction NA Indicate insulation provided in wall, floor and noting corrective measures taken; (4) Include ceiling of the room envelope, and insulation air barrier test report in compliance required on combustion air ductwork documentation provided to building owner. YES C402.5.4 Access openings and Indicate locations of all access openings and A6.01-A6.03, ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED AIR INFILTRATION doors to shafts, chutes, stairways and doors to shafts, chutes, stairways and elevators A6.21-A6.23 NA C406.9 Reduced air To comply with additional efficiency package YES doors Indicate method of gasketing, A7.41-A7.42, Project infiltration option, indicate in project documents that the weatherstripping and sealing of these openings manual air barrier test results shall not exceed 0.25 YES C402.5.5 Outdoor air intakes, Indicate locations of all stairway enclosure, See Mechanical cfm/ft2 (0.94 Us*m2) at 0.3 in. wg (75 Pa); C403.2.4.3 exhausts and relief elevator shaft and building pressurization drawings indicate air barrier test report shall be openings relief openings, outside air intakes and submitted to the jurisdiction and building exhaust openings I owner once test is completed )'ES Note in envelope plans that all relief, outside See Mechanical ALTERATIONS air intake and exhaust openings shall be drawings C503. l Roof alteration - For a roof alteration where existing ceiling provided with dampers in accordance with C503.3.1 insulation cavities are exposed, indicate cavities are Mechanical Section C403.2.4.3 insulated to full depth at R-3 per inch 1'ES C402.5.8 Recessed lighting in Indicate method of sealing between light See electrical building envelope fixture housing and wall or ceiling drawings Page 517 Page 617 Page 7/7 Page 417 9281 ;r011 . y 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O CD M Z V) 0 (� Z Z O to l!1 W 0 0 Z z L.L O OJ LU 0� 0 z O LU00 ; J 8 N O oCD J o OCO I--' CD = Z N z D_ REVISION DATE REASON FOR ISSUE C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 CODE SUMMARY - ENERGY COMPLIANCE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION Ie:IG»111a.1-1111111a11 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. J J >Q z z Q LU ry SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE DIRECTIONAL EXIT SIGN SINGLE EXIT SIGN AT DOOR FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET SEMI RECESSED OCCUPANTLOAD TOTAL PER FLOOR 356 DOOR TAG - TYPICAL 60 FIRE RATING ------------------------------------------------------------------------------------------------------------------- LEVEL P - FLS PLAN 1 /8" = 1'-0" DISTANCE AND SEPARATIONS I, #'-#" MAXIMUM DIAGONAL MIN. EXIT SEPARATION (1/3) = #'- #" EXIT SEPARATION TRAVEL DISTANCE MIN. REQUIRED = #'- #" EXIT_ ENCLOSURE -SEPARATION_ TRAVEL DISTANCE AV -MIN. REQUIRED = #' - #" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE = #' - # 0_ " ' MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = MAX. ALLOWABLE = #'- #" e _ DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE _ #' #" MAX. ALLOWABLE OCCUPANCY TYPE LEGEND A-2 A-3 B R-2 FLS Areas & Exits (P1) OCC. OCC. LOAD OCC. Number Name TYPE AREA FLS Function 1004.1.2 FACTOR LOAD LEVEL P1 0001 CORRIDOR S-2 144 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0002 ELECTRICAL S-2 205 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0003 MDF S-2 112 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0004 LAUNDRY S-2 412 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 2 ROOM 0005 BOILER S-2 299 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 S-2 227 SF ROOM 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 0006 STORAGE 300 1 LOCKERS ROOM 0006 VESTIBULE S-2 160 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0007 MAINT. S-2 232 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0008 MECH S-2 172 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT 300 1 ROOM 0010 UNDERGROUND S-2 19,128 SF 35 PARKING GARAGES 200 96 PARKING OCCUPANCY PER LEVEL -----------------------------------------------� i i i i 106 STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 54 x 0.2" = 10.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 54 x 0.15" = 8.1" EXIT DOOR WIDTH PROVIDED: 42" = OK P---------- ---------------------- 9.8 Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be I 'provided at the landing serving each elevator or bank of elevators on each accessible floor that lis one or more stories above or below the level of exit discharge. 1009.8.1 System requirements. Two-way communication systems shall provide communication between each required Ilocation and the fire command center or a central control point location approved by the fire department. Where the central control point is not a constantly attended location, a two-way communication system shall have a timed automatic telephone dial -out capability to a monitoring location. erg-1-1. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an I approved alternate source of power that is capable of 90 minutes use upon failure of the ' normal power source. I 1009.8.2 Directions. Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC A117.1 requirements for visual characters. - — - — - — - — - — - — - — - J 9281 ;'rain: dl�ll to - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 M V) O C Z z O U) 0 to W 0 0 z z LL O OJ 0 0� O z O LU00 > J o N O oCD J o O CO CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL P1 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 i n FLS PLAN LEGEND DISTANCE AND SEPARATIONS n ENCLOSING ELEMENTS SYMBOLS & ELEMENTS V � v #' - #" MAXIMUM DIAGONAL � DIRECTIONAL EXIT SIGN Q MIN. EXIT SEPARATION (1/3) r SMOKE PARTITION ~+ DOUBLE DIRECTIONAL EXIT SIGN ® EXIT SEPARATION TRAVEL DISTANCE 1 HR FIRE PARTITION —4 MIN. REQUIRED = #'- #" SINGLE 1-HR FIRE BARRIER i h h i EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION_ TRAVEL DISTANCE __#' X - #" MIN. REQUIRED 2-HR FIRE BARRIER F d IF FIRE EXTINGUISHER CABINET PATHS 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED 0_ COMMON PATH OF EGRESS TRAVEL DISTANCE = #' - #" 1-HR EXTERIOR RATED ASSEMBLY MAX. ALLOWABLE OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #' - #" FIRST FLOOR EXIT DOOR WIDTH SUMMARY IN ACCORDANCE WITH SECTION 1005.3 EXIT OCCUPANTS WIDTH REQUIRED 1 154 154 x 0.15" = 23.1 " 2 156 156 x 0.15" = 23.4" 3 156 156 x 0.15" = 23.4" 4 155 155 x 0.15" = 23.25" 5 54 54 X 0.15" = 8.1 " OCCUPANCY TYPE LEGEND DOOR TAG - TYPICAL 60 EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = #' - #" n -2 FIRE RATING MAX. ALLOWABLE = #' - #" /`1 6 _ _ _ DEAD END TRAVEL DISTANCE _ #' _#" _ _ _ A-3 GENERALNOTES MAX. ALLOWABLE = #'- 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH B FIRE EXTINGUISHER TRAVEL DISTANCE _ #' - #" ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. MAX. ALLOWABLE DETAII DGnl IIDGNAGNJTC nCTUG CVCTGNA ANIn nIDF_:rTInIUC E:nD R-% USE LL V LL I I L__0 I L/ I V 1 /8" = 1'-0" WIDTH PROVIDED 42" 72" (PAIR EXIT DOORS) 36" 42" 42" ADDITIONAL REQUIREMENTS 1. ELEVATOR E-02 TO BE SIZED FOR EMS STRETCHER 2. STAIRS AND ELEVATOR SHAFTS TO BE MECHANICALLY PRESSURIZED. 3. ELEVATOR WILL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (START OF LIFE) 4. ELEVATOR #2 TO BE AN ACCESSIBLE MEANS OF EGRESS, THE ELEVATOR WILL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OFASME A17.1/CSA B44. Number Name LEVEL 1 FLS Areas & Exits (L1) OCC. LOAD OCC. OCC. TYPE AREA FLS Function 1004.1.2 FACTOR LOAD 1000 VEST. A-3 122 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 9 UNCONCENTRATED (TABLES AND CHAIRS) NET 1001 GREAT ROOM A-3 602 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 41 UNCONCENTRATED (TABLES AND CHAIRS) NET 1002 GAME/LOUNGE A-3 913 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 61 UNCONCENTRATED (TABLES AND CHAIRS) NET 31 LOCKER ROOMS 1003 MAIL A-3 197 SF 50 15 4 20 1004 ELEV. LOBBY A-3 293 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 1005 RR A-3 129 SF 14 BUSINESS AREAS 100 2 1006 RR A-3 144 SF 14 BUSINESS AREAS 100 2 1007 DINING A-2 1,481 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 99 UNCONCENTRATED (TABLES AND CHAIRS) NET 1008 FAMILY ROOM A-2 301 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 21 UNCONCENTRATED (TABLES AND CHAIRS) NET 27 KITCHENS, COMMERCIAL 1009 KITCHEN A-2 1,147 SF 200 6 1010 DRY STOR A-2 223 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1011 OFFICE A-2 78 SF 14 BUSINESS AREAS 100 1 1014 TRASH S-2 73 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1016 RECEIVING S-2 257 SF 34 MERCANTILE: STORAGE, STOCK, 300 1 SHIPPING AREAS 1018 IDF S-2 99 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1019 EMPLOYEE LOUNGE B 267 SF 14 BUSINESS AREAS 100 3 1019A RR B 55 SF 14 BUSINESS AREAS 100 1 1020 ADMIN B 149 SF 14 BUSINESS AREAS 100 2 1020A RECEPTION B 156 SF 14 BUSINESS AREAS 100 2 1022 RR B 74 SF 14 BUSINESS AREAS 100 1 1022 SALES MGR B 122 SF 14 BUSINESS AREAS 100 2 1023 SALES B 133 SF 14 BUSINESS AREAS 100 2 MANAGER 1024 EXEC. DIR.OFFICE B 138 SF 14 BUSINESS AREAS 100 2 1025 DISCOVERY/ B 206 SF 14 BUSINESS AREAS 100 3 CONFERENCE ROOM BUSINES OFFIC 14 BUSINESS AREAS 1026 B 120 SF 100 2 MANAGER 1030 TRASH COLLECTION S-2 603 SF 1 ACCESSORY STORAGE AREAS, 300 3 MECHANICAL EQUIPMENT ROOM 1031 GENERATOR S-2 312 SF 1 ACCESSORY STORAGE AREAS, 300 2 MECHANICAL EQUIPMENT ROOM 1032 RISER ROOM S-2 145 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1033 MECHANICAL S-2 176 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 35 PARKING GARAGES 35 PARKING GARAGES 1040 PARKING S-2 14,256 SF 200 72 1041 GARAGE CORRIDOR S-2 1,232 SF 200 7 :Y PER LEVEL 71-ti2ln" in EMERGENCY ELEVATOR NOTES: 1. THE ELEVATOR # 2 IS SIZED TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION PER REQUIEREMENT. (3002.4) 2. ELEVATOR TO BE IDENTIFIED WITH THE INTERNATION SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE), WITH A MINIMUM 3" HEIGHT, PLACED ON BOTH SIDES OF THE HOISTWAY DOOR FRAME 376 EMERGENCY ELEVATOR DIAGRAM HIGTHEST OCCUPANT LOAD FROM LEVELS ABOVE (LEVEL 6): OCCUPANT LOAD x 0.2" = 134 x 0.2" = 26.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 134 x 0.15" = 20.1 " EXIT DOOR WIDTH PROVIDED: 42" = OK 9281 ;'r011 F; 4xv Wrr� - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 (� Z z O U) w o 0 z z LL O OJ o O z O LU00 > J O N O oCD J o OCO CD = Z N z w N Q 0- REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION WE 1-HR FIRE PARTITION 1-HR FIRE BARRIER 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. nGTAII DG(ll IIDGNAGNITC (lC TUG CVCTGNA ANIn nIDr:rTI(INIC C(-)D I LL V LL 1 1 L..J 1 L/ I V 1 /8" = 1'-0" SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE DIRECTIONAL EXIT SIGN SINGLE EXIT SIGN AT DOOR FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET SEMI RECESSED OCCUPANTLOAD TOTAL PER FLOOR DISTANCE AND SEPARATIONS HQ „ #'- #" MAXIMUM DIAGONAL I, MIN. EXIT SEPARATION (1 /3) = #' -#" ® EXIT SEPARATION TRAVEL DISTANCE . RTQAECf ® EXIT ENCLOSURE SEPAR,IATION TRAVEL DISTANCE � �F 77 PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE = #' - #" > MAX. ALLOWABLE _ #' - #" 356 EXIT ACCESS TRAVEL DISTANCE = #_' - #" ♦ MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL 0 FIRE RATING FIRST FLOOR EXIT DOOR WIDTH SUMMARY IN ACCORDANCE WITH SECTION 1005.3 EXIT OCCUPANTS WIDTH REQUIRED TPROVIDED 1 154 154 x 0.15" = 23.1 " 36" RFI - 051 2 156 156 x 0.15" = 23.4" 72" (PAIR EXIT DOORS) 3 156 156 x 0.15" = 23.4" 36" 4 155 155 x 0.15" = 23.25" AO RFI - 051 5 54 54 X 0.15" = 8.1 " 42" OCCUPANCY TYPE LEGEND EXIT SMOKE COMPARTMENT TRAVEL DISTANCE_= #' - #" q MAX. ALLOWABLE = #'- #" !-1 -2 DEAD END TRAVEL DISTANCE _ #' A-3 9 _ _ _ _#" _ _ _ MAX. ALLOWABLE B FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE : A ADDITIONAL REQUIREMENTS 1. ELEVATOR E-02 TO BE SIZED FOR EMS STRETCHER 2. STAIRS AND ELEVATOR SHAFTS TO BE MECHANICALLY PRESSURIZED. 3. ELEVATOR WILL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (START OF LIFE) 4. ELEVATOR #2 TO BE AN ACCESSIBLE MEANS OF EGRESS, THE ELEVATOR WILL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OFASME A17.1/CSA B44. FLS Areas & Exits (1-1) OCC. LOAD OCC. Number Name OCC. TYPE AREA FLS Function 1004.1.2 FACTOR LOAD LEVEL 1 1000 VEST. A-3 122 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 9 UNCONCENTRATED (TABLES AND CHAIRS) NET 1001 GREAT ROOM A-3 602 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 41 UNCONCENTRATED (TABLES AND CHAIRS) NET 1002 GAME/LOUNGE A-3 913 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 61 UNCONCENTRATED (TABLES AND CHAIRS) NET 31 LOCKER ROOMS 1003 MAIL A-3 197 SF 50 4 1004 ELEV. LOBBY A-3 293 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 20 UNCONCENTRATED (TABLES AND CHAIRS) NET 1005 RR A-3 129 SF 14 BUSINESS AREAS 100 2 1006 RR A-3 144 SF 14 BUSINESS AREAS 100 2 1007 DINING A-2 1,481 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 99 UNCONCENTRATED (TABLES AND CHAIRS) NET 12 ASSEMBLY WITHOUT FIXED SEATS: 1008 FAMILY ROOM A-2 301 SF 15 21 UNCONCENTRATED (TABLES AND CHAIRS) NET 1009 KITCHEN A-2 1,147 SF 27 KITCHENS, COMMERCIAL 200 6 1010 DRY STOR A-2 223 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 14 BUSINESS AREAS 1011 OFFICE A-2 78 SF 100 1 1014 TRASH S-2 73 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1016 RECEIVING S-2 257 SF 34 MERCANTILE: STORAGE, STOCK, 300 1 SHIPPING AREAS 1018 IDF S-2 99 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1019 EMPLOYEE LOUNGE B 267 SF 14 BUSINESS AREAS 100 3 1019A RR B 55 SF 14 BUSINESS AREAS 100 1 1020 ADMIN B 149 SF 14 BUSINESS AREAS 100 2 1020A RECEPTION B 156 SF 14 BUSINESS AREAS 100 2 1022 RR B 74 SF 14 BUSINESS AREAS 100 1 1022 SALES MGR B 122 SF 14 BUSINESS AREAS 100 2 1023 SALES B 133 SF 14 BUSINESS AREAS 100 2 MANAGER 1024 EXEC. DIR.OFFICE B 138 SF 14 BUSINESS AREAS 100 2 1025 DISCOVERY/ B 206 SF 14 BUSINESS AREAS 100 3 CONFERENCE ROOM BUSINES OFFIC 14 BUSINESS AREAS 1026 B 120 SF 100 2 MANAGER 1030 TRASH COLLECTION S-2 603 SF 1 ACCESSORY STORAGE AREAS, 300 3 MECHANICAL EQUIPMENT ROOM 1031 GENERATOR S-2 312 SF 1 ACCESSORY STORAGE AREAS, 300 2 MECHANICAL EQUIPMENT ROOM 1032 RISER ROOM S-2 145 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1033 MECHANICAL S-2 176 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 35 PARKING GARAGES 1040 PARKING S-2 14,256 SF 200 72 1041 GARAGE CORRIDOR S-2 1,232 SF 35 PARKING GARAGES 200 7 CY PER LEVEL 376 EMERGENCY ELEVATOR NOTES: 1. THE ELEVATOR # 2 IS SIZED TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION PER REQUIEREMENT. (3002.4) 2. ELEVATOR TO BE IDENTIFIED WITH THE INTERNATION SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE), WITH A MINIMUM 3" HEIGHT, PLACED ON BOTH SIDES OF THE HOISTWAY DOOR FRAME EMERGENCY ELEVATOR DIAGRAM HIGTHEST OCCUPANT LOAD FROM LEVELS ABOVE (LEVEL 6): OCCUPANT LOAD x 0.2" = 134 x 0.2" = 26.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 134 .15" = 20.1" EXIT DOOR WIDTH PROVIDED 36" OK RFI - 051 9281; mom: 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 M z to 0 0 0 Z z O � Q w o 0 z z LL O OJ o O � � z 0 > v00 J CD e O� O CD J o O O = Z N z w N Q o_ REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 06.15.22 RFI - 051 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER h G2921 FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION IEEE 11.41 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DET°11 DGnl IIDGNAGIVTC nCTUG CVCTGNA Anln nIDF_:rTInIUC E:nD USE LL V LL I I L__0 I L/ I V 1 /8" = 1'-0" SYMBOLS & ELEMENTS DIRECTIONAL EXIT SIGN DOUBLE DIRECTIONAL EXIT SIGN SINGLE EXIT SIGN AT DOOR FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET SEMI RECESSED OCCUPANTLOAD TOTAL PER FLOOR H 4 356 DOOR TAG -TYPICAL 0 FIRE RATING DISTANCE AND SEPARATIONS #'- #" MAXIMUM DIAGONAL MIN. EXIT SEPARATION (1/3) = #' -#" EXIT SEPARATION TRAVEL DISTANCE MIN. REQUIRED = #'- #" EXIT_ ENCLOSURE -SEPARATION_ TRAVEL DISTANCE __#' - #" X MIN. REQUIRED = #'- #" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #' - #" EXIT SMOKE COMPARTMENT TRAVEL DISTANCE -= #'- #" MAX. ALLOWABLE = #' - #" DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE FIRST FLOOR EXIT DOOR WIDTH SUMMARY IN ACCORDANCE WITH SECTION 1005.3 EXIT OCCUPANTS WIDTH REQUIRED WIDTF� PROVIDED 1 154 154 x 0.15" = 23.1 " 36' RFI - 051 2 156 156 x 0.15" = 23.4" 72" (PAIR EXIT DOORS) 3 156 156 x 0.15" = 23.4" 36" 4 155 155 x 0.15" = 23.25" Q 36" RFI - 051 5 54 54 X 0.15" = 8.1 " 42" OCCUPANCY TYPE LEGEND A-2 A-3 B R-� ADDITIONAL REQUIREMENTS 1. ELEVATOR E-02 TO BE SIZED FOR EMS STRETCHER 2. STAIRS AND ELEVATOR SHAFTS TO BE MECHANICALLY PRESSURIZED. 3. ELEVATOR WILL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (START OF LIFE) 4. ELEVATOR #2 TO BE AN ACCESSIBLE MEANS OF EGRESS, THE ELEVATOR WILL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27 OFASME A17.1/CSA B44. Number Name LEVEL 1 FLS Areas & Exits (L1) OCC. LOAD OCC. OCC. TYPE AREA FLS Function 1004.1.2 FACTOR LOAD 1000 VEST. A-3 122 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 9 UNCONCENTRATED (TABLES AND CHAIRS) NET 1001 GREAT ROOM A-3 602 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 41 UNCONCENTRATED (TABLES AND CHAIRS) NET 1002 GAME/LOUNGE A-3 913 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 61 UNCONCENTRATED (TABLES AND CHAIRS) NET 31 LOCKER ROOMS 1003 MAIL A-3 197 SF 50 4 1004 ELEV. LOBBY A-3 293 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 20 UNCONCENTRATED (TABLES AND CHAIRS) NET 1005 RR A-3 129 SF 14 BUSINESS AREAS 100 2 1006 RR A-3 144 SF 14 BUSINESS AREAS 100 2 1007 DINING A-2 1,481 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 99 UNCONCENTRATED (TABLES AND CHAIRS) NET 1008 FAMILY ROOM A-2 301 SF 12 ASSEMBLY WITHOUT FIXED SEATS: 15 21 UNCONCENTRATED (TABLES AND CHAIRS) NET 27 KITCHENS, COMMERCIAL 1009 KITCHEN A-2 1,147 SF 200 6 1010 DRY STOR A-2 223 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 14 BUSINESS AREAS 1011 OFFICE A-2 78 SF 100 1 1014 TRASH S-2 73 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1016 RECEIVING S-2 257 SF 34 MERCANTILE: STORAGE, STOCK, 300 1 SHIPPING AREAS 1018 IDF S-2 99 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1019 EMPLOYEE LOUNGE B 267 SF 14 BUSINESS AREAS 100 3 1019A RR B 55 SF 14 BUSINESS AREAS 100 1 1020 ADMIN B 149 SF 14 BUSINESS AREAS 100 2 1020A RECEPTION B 156 SF 14 BUSINESS AREAS 100 2 1022 RR B 74 SF 14 BUSINESS AREAS 100 1 1022 SALES MGR B 122 SF 14 BUSINESS AREAS 100 2 1023 SALES B 133 SF 14 BUSINESS AREAS 100 2 MANAGER 1024 EXEC. DIR.OFFICE B 138 SF 14 BUSINESS AREAS 100 2 1025 DISCOVERY/ B 206 SF 14 BUSINESS AREAS 100 3 CONFERENCE ROOM BUSINES OFFIC 120 SF 14 BUSINESS AREAS 1026 B 100 2 MANAGER 1030 TRASH COLLECTION S-2 603 SF 1 ACCESSORY STORAGE AREAS, 300 3 MECHANICAL EQUIPMENT ROOM 1031 GENERATOR S-2 312 SF 1 ACCESSORY STORAGE AREAS, 300 2 MECHANICAL EQUIPMENT ROOM 1032 RISER ROOM S-2 145 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 1033 MECHANICAL S-2 176 SF 1 ACCESSORY STORAGE AREAS, 300 1 MECHANICAL EQUIPMENT ROOM 35 PARKING GARAGES 35 PARKING GARAGES 1040 PARKING S-2 14,256 SF 200 72 1041 GARAGE CORRIDOR S-2 1,232 SF 200 7 -Y PER LEVEL 376 EMERGENCY ELEVATOR NOTES: 1. THE ELEVATOR # 2 IS SIZED TO ACCOMMODATE AN AMBULANCE STRETCHER 24" BY 84" WITH NOT LESS THAN 5" RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION PER REQUIEREMENT. (3002.4) 2. ELEVATOR TO BE IDENTIFIED WITH THE INTERNATION SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE), WITH A MINIMUM 3" HEIGHT, PLACED ON BOTH SIDES OF THE HOISTWAY DOOR FRAME EMERGENCY ELEVATOR DIAGRAM T T OCCUPANT LOAD FROM LEVELS ABOVE (LEVEL 2): CCD 003 OCCUPANT LOAD x 0.2"�4V" 6 x 0.2" = 27.2" STAIR WIDTH PROVIDED = O CCD 003 EXIT DOOR WIDTH REQUIRE - OCCUPANT LOAD x 0.15" = 136 x 0.15" = 20.4" EXIT DOOR WIDTH PROVIDED: 36" = OI Q CCD 003 RFI - 051 9281 ;'ron OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 z to 0 C Z z O w o 0 z z LL O O o O z O LU00 > J 8 O N oCD J o ODO CD = Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 06.15.22 RFI - 051 07.07.22 AS1002 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 i V n FLS PLAN LEGEND DISTANCE AND SEPARATIONS V V ENCLOSING ELEMENTS SYMBOLS & ELEMENTS D H► #' - #" MAXIMUM DIAGONAL r DIRECTIONAL EXIT SIGN „ MIN. EXIT SEPARATION (1 /3) SMOKE PARTITION �� DOUBLE DIRECTIONAL EXIT SIGN ® EXIT SEPARATION TRAVEL DISTANCE _ 1 HR FIRE PARTITION __+ MIN. REQUIRED=#'-#" SINGLE 1-HR FIRE BARRIER i i h EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE _ #' X - #" MIN. REQUIRED 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET — PATHS 3-HR FIRE BARRIER dil 11h FIRE EXTINGUISHER CABINET SEMI RECESSED COMMON PATH OF EGRESS TRAVEL DISTANCE 1-HR EXTERIOR RATED ASSEMBLY MAX. ALLOWABLE OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR ACCESS TRAVEL DISTANCE _ #_' ♦ _ _ -IT_ MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL EXIT SMOKE COMPARTMENT TRAVEL DISTANCE --- FIRE RATING MAX. ALLOWABLE = #'- #" GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 2 - FLS PLAN DEAD END TRAVEL DISTANCE = #'-#"— MAX. ALLOWABLE = #'- #" FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" OCCUPANCY TYPE LEGEND Ip��OIp�� Iw�aVw�. A-2 A-3 B R-2 r n accordance with the architect (p. 7 of their 18-20-2021 comment response letter), all nbalconies will be fully sprinklered with the NFPAI /-lIr, Ar, AlIAI rl AT11 !'1r Trl A\/r1 r11r-rA A1/-r. FLS Areas & Exits (1-2) Number Name OCC. TYPE AREA FLS Function 1004.1.2 OCC. LOAD FACTOR OCC. LOAD 201 IL-B5 R-2 682 SF 36 RESIDENTIAL 200 4 202 IL-B3 (TYPE A) R-2 621 SF 36 RESIDENTIAL 200 4 203 IL -All (TYPE A) R-2 467 SF 36 RESIDENTIAL 200 3 204 IL-05 (TYPE A) R-2 845 SF 36 RESIDENTIAL 200 5 206 IL-C3 R-2 934 SF 36 RESIDENTIAL 200 5 208 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 210 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 211 IL-B6 R-2 626 SF 36 RESIDENTIAL 200 4 212 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 213 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 214 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 216 IL-Cl R-2 842 SF 36 RESIDENTIAL 200 5 218 IL-C3 R-2 889 SF 36 RESIDENTIAL 200 5 220 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 222 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 223 IL-B2 + DEN R-2 805 SF 36 RESIDENTIAL 200 5 224 IL-B1 R-2 586 SF 36 RESIDENTIAL 200 3 225 IL-B2 R-2 656 SF 36 RESIDENTIAL 200 4 226 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 228 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 230 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 232 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 234 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 236 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 238 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 240 IL-B6 R-2 638 SF 36 RESIDENTIAL 200 4 2000 ELEVATOR LOBBY R-2 526 SF 36 RESIDENTIAL 200 3 2001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2002 ELEC./IDF S-2 169 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 14 BUSINESS AREAS 300 1 2003 JAN S-2 27 SF 300 1 2004 STORAGE B 162 SF 100 2 2005 STOR. B 296 SF 14 BUSINESS AREAS 100 3 2006 IDF/ELEC S-2 92 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2100 COURTYARD A-3 L L11727 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 49 OCCUPANCY PER LEVEL STAIR 02: WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 151 x 0.2" = 30.2" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 152 x 0.15" = 22.65" EXIT DOOR WIDTH PROVIDED: 32" = OK 166 P---------- ---------------------- 9.8 Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be I 'provided at the landing serving each elevator or bank of elevators on each accessible floor that 1 lis one or more stories above or below the level of exit discharge. 1 1009.8.1 System requirements. 1 Two-way communication systems shall provide communication between each required 1 location and the fire command center or a central control point location approved by the fire 1 department. Where the central control point is not a constantly attended location, a two-way 1 communication system shall have a timed automatic telephone dial -out capability to a monitoring location. erg-1-1. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an 1 approved alternate source of power that is capable of 90 minutes use upon failure of the ' l I normapower source. 1 , 1009.8.2 Directions. Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location 1 shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC Al 17.1 requirements for visual characters. - — - — - — - — - — - — - — - 9281 ;'r011 �; dVd �Vv - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 > J o N O oCD J o OCO CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 In FLS PLAN LEGEND ENCLOSING ELEMENTS SYMBOLS & ELEMENTS H SMOKE PARTITION DIRECTIONAL EXIT SIGN ~� DOUBLE 1-HR FIRE PARTITION DIRECTIONAL EXIT SIGN SINGLE + 1-HR FIRE BARRIER i i h EXIT SIGN AT DOOR 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET — 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED 1-HR EXTERIOR RATED ASSEMBLY OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR DOOR TAG - TYPICAL FIRE RATING GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 2 - FLS PLAN 1/8" = 1'-0" DISTANCE AND SEPARATIONS #'- #" MAXIMUM DIAGONAL MIN. EXIT SEPARATION (1/3) = #'- #" EXIT SEPARATION TRAVEL DISTANCE MIN. REQUIRED = #'- #" EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED = #'- #" PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" EXIT SMOKE COMPARTMENT TRAVEL DISTANCE_= #' - #" MAX. ALLOWABLE = #'- #" DEAD END TRAVEL DISTANCE = #' _#" _ _ _ MAX. ALLOWABLE = #'- #" FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" /- !l rl A rl A !l A I rl A T 1 1 f-\ r T rl A\/ r 1 r% 1 C' T A A 1 /- r. OCCUPANCY TYPE LEGEND Iw�aVw�. A-2 A-3 B R-2 FLS Areas & Exits (L2) Number Name OCC. TYPE AREA FLS Function 1004.1.2 OCC. LOAD FACTOR OCC. LOAD 201 IL-B5 R-2 682 SF 36 RESIDENTIAL 200 4 202 IL-B3 (TYPE A) R-2 621 SF 36 RESIDENTIAL 200 4 203 IL -All (TYPE A) R-2 467 SF 36 RESIDENTIAL 200 3 204 IL-05 (TYPE A) R-2 845 SF 36 RESIDENTIAL 200 5 206 IL-C3 R-2 934 SF 36 RESIDENTIAL 200 5 208 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 210 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 211 IL-B6 R-2 626 SF 36 RESIDENTIAL 200 4 212 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 213 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 214 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 216 IL-Cl R-2 842 SF 36 RESIDENTIAL 200 5 218 IL-C3 R-2 889 SF 36 RESIDENTIAL 200 5 220 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 222 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 223 IL-B2 + DEN R-2 805 SF 36 RESIDENTIAL 200 5 224 IL-B1 R-2 585 SF 36 RESIDENTIAL 200 3 225 IL-132 R-2 656 SF 36 RESIDENTIAL 200 4 226 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 228 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 230 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 232 IL-B6 R-2 613 SF 36 RESIDENTIAL 200 4 234 IL-B6 R-2 613 SF 36 RESIDENTIAL 200 4 236 IL-B6 R-2 613 SF 36 RESIDENTIAL 200 4 238 IL-136 R-2 613 SF 36 RESIDENTIAL 200 4 240 IL-B6 R-2 631 SF 36 RESIDENTIAL 200 4 2000 ELEVATOR LOBBY R-2 526 SF 36 RESIDENTIAL 200 3 2001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2002 ELEC./IDF S-2 169 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 14 BUSINESS AREAS 300 1 2003 JAN S-2 27 SF 300 1 2004 STORAGE B 162 SF 100 2 2005 STOR. B 296 SF 14 BUSINESS AREAS 100 3 2006 IDF/ELEC S-2 92 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2100 COURTYARD A-3 2,333 SF CCD 0 13 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 156 OCCUPANCY PER LEVEL STAIR 02: WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 136 x 0�427. STAIR WIDTH PROVIDED: 32" = OK CCD 003 EXIT DOOR WIDTH REQUIRE OCCUPANT LOAD x 0.15" 136 x 0.15" = 20.4" EXIT DOOR WIDTH PROVIDED: 32" = OK CCD 003 273 CCD 003 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 C1 z to 0 C Z z O w o 0 z z LL O O o O z O LU00 > J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 i n FLS PLAN LEGEND DISTANCE AND SEPARATIONS n V ENCLOSING ELEMENTS SYMBOLS & ELEMENTS D H► #' - #" MAXIMUM DIAGONAL \ DIRECTIONAL EXIT SIGN „ MIN. EXIT SEPARATION (1/3) SMOKE PARTITION n ~� DOUBLE DIRECTIONAL EXIT SIGN ® EXIT SEPARATION TRAVEL DISTANCE _ 1 HR FIRE PARTITION __+ MIN. REQUIRED=#'-#" SINGLE 1-HR FIRE BARRIER i i h EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET PATHS 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED 1-HR EXTERIOR RATED ASSEMBLY COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR ACCESS TRAVEL DISTANCE _ #_' ♦ _ _ -IT_ MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL EXIT SMOKE COMPARTMENT TRAVEL DISTANCE --- FIRE RATING MAX. ALLOWABLE = #'- #" DEAD END TRAVEL DISTANCE_ #'-#"— GENERAL NOTES ®_ _ _ MAX. ALLOWABLE = #'- #" 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH FIRE EXTINGUISHER TRAVEL DISTANCE ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. MAX. ALLOWABLE DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. /- !l rl A rl A !l A I rl A T 1 1 f-\ r T rl A\/ r 1 r% 1 C' T A A 1 /- r. 1 LEVEL 2 - FLS PLAN 1 1/8" = 1'-0" OCCUPANCY TYPE LEGEND Iw�aVw�. A-2 A-3 B R-2 FLS Areas & Exits (L2) Number Name OCC. TYPE AREA FLS Function 1004.1.2 OCC. LOAD FACTOR OCC. LOAD 201 IL-B5 R-2 682 SF 36 RESIDENTIAL 200 4 202 IL-B3 (TYPE A) R-2 621 SF 36 RESIDENTIAL 200 4 203 IL -All (TYPE A) R-2 467 SF 36 RESIDENTIAL 200 3 204 IL-05 (TYPE A) R-2 845 SF 36 RESIDENTIAL 200 5 206 IL-C3 R-2 934 SF 36 RESIDENTIAL 200 5 208 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 210 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 211 IL-B6 R-2 626 SF 36 RESIDENTIAL 200 4 212 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 213 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 214 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 216 IL-Cl R-2 842 SF 36 RESIDENTIAL 200 5 218 IL-C3 R-2 889 SF 36 RESIDENTIAL 200 5 220 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 222 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 223 IL-B2 + DEN R-2 805 SF 36 RESIDENTIAL 200 5 224 IL-B1 R-2 585 SF 36 RESIDENTIAL 200 3 225 IL-B2 R-2 656 SF 36 RESIDENTIAL 200 4 226 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 228 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 230 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 232 IL-B6 R-2 618 SF 36 RESIDENTIAL 200 4 234 IL-B6 R-2 618 SF 36 RESIDENTIAL 200 4 236 IL-B6 R-2 618 SF 36 RESIDENTIAL 200 4 238 IL-B6 R-2 618 SF 36 RESIDENTIAL 200 4 240 IL-B6 R-2 637 SF 36 RESIDENTIAL 200 4 2000 ELEVATOR LOBBY R-2 526 SF 36 RESIDENTIAL 200 3 2001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2002 ELEC./IDF S-2 169 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 14 BUSINESS AREAS 300 1 2003 JAN S-2 27 SF 300 1 2004 STORAGE B 162 SF 100 2 2005 STOR. B 296 SF 14 BUSINESS AREAS 100 3 2006 IDF/ELEC S-2 92 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 2100 COURTYARD A-3 2,333SF Q CCD 003 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 156 OCCUPANCY PER LEVEL STAIR 02: WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 136 x 0.2" = 27.2" STAIR WIDTH PROVIDED: 32" = OK 0 CCD 003 EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 136 x 0.15" = 20.4" EXIT DOOR WIDTH PROVIDED: 32" = OK 0 CCD 003 27A CCD 003 9281 �; dVd ;'r011 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 Cn z to 0 C Z z O w o 0 z z LL O O o O z O LU00 > J } o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE C 02.08.22 City Comments #03 12.30.22 CCD 003 02.17.23 RFI - 142.2 03.28.23 RFI - 264 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION 1-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 3 - FLS PLAN 1 /8" = 1 '-0" DISTANCE AND SEPARATIONS SYMBOLS & ELEMENTS H #'- #" MAXIMUM DIAGONAL DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) DOUBLE ~� DIRECTIONAL EXIT SIGN ® _ EXIT SEPARATION TRAVEL DISTANCE SINGLE + MIN. REQUIRED = #' - #" EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE SEPARATION TRAVEL DISTANCE X MIN. REQUIRED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET 77— PATHS SEMI RECESSED COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANT LOAD 356 TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE MAX. ALLOWABLE = #' - #" DOOR TAG - TYPICAL 0 FIRE RATING EXIT SMOKE COMPARTMENT TRAVEL DISTANCE_= MAX. ALLOWABLE = #' - #" DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANCY TYPE LEGEND ' i0"I"aid r�II� ��tg'o A-2 A-3 B R-2 n accordance with the architect (p. 7 of their 18-20-2021 comment response letter), all nbalconies will be fully sprinklered with the NFPAI !-nn An Annl rl ATI I �r TrI A\/rl r%Ir-rA nIl-r. : 113 system. Thev are therefore not required to FLS Areas & Exits (L3) OCC. LOAD OCC. Number Name OCC. TYPE AREA FLS Function 1004.1.2 FACTOR LOAD 301 IL-132 R-2 682 SF 36 RESIDENTIAL 200 4 302 IL-133 R-2 621 SF 36 RESIDENTIAL 200 4 303 IL -Al R-2 462 SF 36 RESIDENTIAL 200 3 304 IL-A1 R-2 845 SF 36 RESIDENTIAL 200 5 306 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 308 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 310 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 311 IL-B7 R-2 744 SF 36 RESIDENTIAL 200 4 312 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 313 IL-C4 R-2 914 SF 36 RESIDENTIAL 200 5 314 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 316 IL-C1 R-2 866 SF 36 RESIDENTIAL 200 5 318 IL-C3 R-2 943 SF 36 RESIDENTIAL 200 5 320 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 322 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 323 IL-132 + DEN R-2 800 SF 36 RESIDENTIAL 200 5 324 IL-131 R-2 586 SF 36 RESIDENTIAL 200 3 325 IL-132 R-2 656 SF 36 RESIDENTIAL 200 4 326 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 328 IL-135 R-2 677 SF 36 RESIDENTIAL 200 4 330 IL-132 R-2 649 SF 36 RESIDENTIAL 200 4 332 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 334 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 336 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 338 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 340 IL-136 R-2 638 SF 36 RESIDENTIAL 200 4 3000 ELEV. LOBBY R-2 412 SF 36 RESIDENTIAL 200 3 3001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3002 ELEC/IDF S-2 171 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3003 JAN S-2 Redundant Area 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 3003 JAN S-2 27 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3004 STORAGE B 162 SF 14 BUSINESS AREAS 100 2 3005 STOR. B 305 SF 14 BUSINESS AREAS 100 4 3006 IDF/ELEC S-2 88 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 59 x 0.2" = 11.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 59 x 0.15" = 8.85" EXIT DOOR WIDTH PROVIDED: 32" = OK 118 F---------- ---------------------- 9.8Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be 'provided at the landing serving each elevator or bank of elevators on each accessible floor that 1 lis one or more stories above or below the level of exit discharge. 1 1009.8.1 System requirements. 1 Two-way communication systems shall provide communication between each required 1 location and the fire command center or a central control point location approved by the fire 1 department. Where the central control point is not a constantly attended location, a two-way 1 communication system shall have a timed automatic telephone dial -out capability to a monitoring location. ^rums. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an 1 approved alternate source of power that is capable of 90 minutes use upon failure of the l I normapower source. 1 , ' 1009.8.2 Directions. 1 Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location 1 1 shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC Al 17.1 requirements for visual characters. - — - — - — - — - — - — - — - 9281 ,' 4xv OF J cc* 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) w o z z LL O O2 o � O z O; LU00 00 J `u 0 O oN 0 � O � = 4t O Z N z Q� w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 G2e23 FLS PLAN LEGEND ENCLOSING ELEMENTS SYMBOLS & ELEMENTS H SMOKE PARTITION DIRECTIONAL EXIT SIGN ~� DOUBLE 1-HR FIRE PARTITION DIRECTIONAL EXIT SIGN SINGLE + 1-HR FIRE BARRIER 17777 EXIT SIGN AT DOOR 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET 77 SEMI RECESSED 1-HR EXTERIOR RATED ASSEMBLY OCCUPANT LOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR DOOR TAG - TYPICAL l �U FIRE RATING GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 3 - FLS PLAN 1 /8" = 1 '-0" DISTANCE AND SEPARATIONS #'- #" MAXIMUM DIAGONAL MIN. EXIT SEPARATION (1/3) = #'- #" EXIT SEPARATION TRAVEL DISTANCE MIN. REQUIRED = #' - #" EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED = #' - #' PATHS COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT ACCESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" EXIT SMOKE COMPARTMENT TRAVEL DISTANCE-= #'- #" MAX. ALLOWABLE = #' - #" DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANCY TYPE LEGEND A-2 A-3 B R-2 r-rin A ArlAI MA-rI I rlr Trl A\/rl rl l r'-rA AIr-r. FLS Areas & Exits (L3) Number Name OCC. TYPE AREA FLS Function 1004.1.2 OCC. LOAD FACTOR OCC. LOAD 301 IL-132 R-2 682 SF 36 RESIDENTIAL 200 4 302 IL-133 R-2 621 SF 36 RESIDENTIAL 200 4 303 IL -Al R-2 462 SF 36 RESIDENTIAL 200 3 304 IL -All R-2 845 SF 36 RESIDENTIAL 200 5 306 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 308 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 310 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 311 IL-B7 R-2 744 SF 36 RESIDENTIAL 200 4 312 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 313 IL-C4 R-2 914 SF 36 RESIDENTIAL 200 5 314 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 316 IL-Cl R-2 866 SF 36 RESIDENTIAL 200 5 318 IL-C3 R-2 943 SF 36 RESIDENTIAL 200 5 320 IL-B1 R-2 R-2 589 SF 36 RESIDENTIAL 200 3 322 IL-A2 433 SF 36 RESIDENTIAL 200 3 323 IL-132 + DEN R-2 R-2 800 SF 36 RESIDENTIAL 200 5 324 IL-B1 585 SF 36 RESIDENTIAL 200 3 325 IL-132 R-2 656 SF 36 RESIDENTIAL 200 4 326 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 328 IL-135 R-2 677 SF 36 RESIDENTIAL 200 4 330 IL-132 R-2 649 SF 36 RESIDENTIAL 200 4 332 IL-136 R-2 618 SF 36 RESIDENTIAL 200 4 334 IL-136 R-2 618 SF 36 RESIDENTIAL 200 4 336 IL-136 R-2 618 SF 36 RESIDENTIAL 200 4 338 IL-136 R-2 618 SF 36 RESIDENTIAL 200 4 340 IL-136 R-2 637 SF 36 RESIDENTIAL 200 4 3000 ELEV. LOBBY R-2 412 SF 36 RESIDENTIAL 200 3 3001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3002 ELEC/IDF S-2 171 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3003 JAN S-2 Redundant Area 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 3003 JAN S-2 27 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 3004 STORAGE B 162 SF 14 BUSINESS AREAS 100 2 3005 STOR. B 305 SF 14 BUSINESS AREAS 100 4 3006 IDF/ELEC S-2 88 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 59 x 0.2" = 11.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 59 x 0.15" = 8.85" EXIT DOOR WIDTH PROVIDED: 32" = OK 118 9281 dVd J 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE N O CO O1 z Vl 0 0 � Z z O V) 0 V w o 0 z z LL o O2 � o Of o z O; LU00 00 J `u 0 O oN 0 � � oo 4t O = Z N z a� w N Q a REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 02.17.23 RFI - 142.2 03.28.23 RFI - 264 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 11 it FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION 1-HR FIRE BARRIER 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 4 - FLS PLAN 1 /8" = 1'-0" DISTANCE AND SEPARATIONS SYMBOLS & ELEMENTS HQ � #'- #" MAXIMUM DIAGONAL � DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) DOUBLE ~+ DIRECTIONAL EXIT SIGN 4)_ EXIT SEPARATION TRAVEL DISTANCE SINGLE 111� MIN. REQUIRED = #'- #" EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED r�7 FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET PATHS SEMI RECESSED COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANT LOAD 356 TOTAL PER FLOOR ♦ _ _ EX_ IT_ ACCESS TRAVEL DISTANCE MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL C EXIT SMOKE COMPARTMENT TRAVEL DISTANCE_= FIRE RATING MAX. ALLOWABLE = #'- #" DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANCY TYPE LEGEND A-2 A-3 B R-2 r n accordance with the architect (p. 7 of their /-/In Ar, A/-1N1 nATI 1 /"1r Tn A\/rl rIIC'TA NI/-r. 18-20-2021 comment response letter), all FLS Areas & Exits (L4) OCC. LOAD Number Name OCC. TYPE AREA FLS Function 1004.1.2 FACTOR OCC. LOAD 401 IL-B5 R-2 682 SF 36 RESIDENTIAL 200 4 402 IL-B3 (TYPE A) R-2 621 SF 36 RESIDENTIAL 200 4 403 IL-A1 (TYPE A) R-2 466 SF 36 RESIDENTIAL 200 3 404 IL-05 (TYPE A) R-2 845 SF 36 RESIDENTIAL 200 5 406 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 408 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 410 IL-B6 R-2 623 SF 36 RESIDENTIAL 200 4 411 IL-B7 R-2 740 SF 36 RESIDENTIAL 200 4 412 IL-131 R-2 591 SF 36 RESIDENTIAL 200 3 413 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 414 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 416 IL-Cl R-2 857 SF 36 RESIDENTIAL 200 5 418 IL-C3 R-2 943 SF 36 RESIDENTIAL 200 5 420 IL-B1 R-2 590 SF 36 RESIDENTIAL 200 3 422 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 423 IL-B2 + DEN R-2 805 SF 36 RESIDENTIAL 200 5 424 IL-131 R-2 586 SF 36 RESIDENTIAL 200 3 425 IL-B2 R-2 656 SF 36 RESIDENTIAL 200 4 426 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 428 IL-135 R-2 677 SF 36 RESIDENTIAL 200 4 430 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 432 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 434 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 436 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 438 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 440 IL-B6 R-2 638 SF 36 RESIDENTIAL 200 4 4000 ELEV. LOBBY R-2 412 SF 36 RESIDENTIAL 200 3 4001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4002 ELEC/IDF S-2 182 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4003 JAN S-2 28 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4004 STOR. B 162 SF 14 BUSINESS AREAS 100 2 4005 STOR. B 296 SF 14 BUSINESS AREAS 100 3 4006 IDF/ELEC S-2 88 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 58 x 0.2" = 11.6" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 58 x 0.15" = 8.7" EXIT DOOR WIDTH PROVIDED: 32" = OK 117 P---------- ---------------------- 9.8 Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be I 'provided at the landing serving each elevator or bank of elevators on each accessible floor that lis one or more stories above or below the level of exit discharge. 1009.8.1 System requirements. Two-way communication systems shall provide communication between each required location and the fire command center or a central control point location approved by the fire department. Where the central control point is not a constantly attended location, a two-way communication system shall have a timed automatic telephone dial -out capability to a monitoring location. erg-1-1. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an approved alternate source of power that is capable of 90 minutes use upon failure of the ' normal power source. I 1009.8.2 Directions. Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC Al 17.1 requirements for visual characters. - — - — - — - — - — - — - — - 9281 ;'r011 OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z LL O O 0 LU � O z O LU00 ; J o N O oCD J o OCO CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 D V FLS PLAN LEGEND DISTANCE AND SEPARATIONS n ENCLOSING ELEMENTS SYMBOLS & ELEMENTS MAXIMUM DIAGONAL � DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) SMOKE PARTITION ~+ DOUBLE DIRECTIONAL EXIT SIGN 4) _ EXIT SEPARATION TRAVEL DISTANCE 1 HR FIRE PARTITION lll� MIN. REQUIRED = #'- #" SINGLE 1-HR FIRE BARRIER i h h EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE SEPARATION TRAVEL DISTANCE X 77 MIN. REQUIRED 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET PATHS 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED 1-HR EXTERIOR RATED ASSEMBLY COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANT LOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL C EXIT SMOKE COMPARTMENT TRAVEL DISTANCE_= FIRE RATING MAX. ALLOWABLE = #'- #" GENERAL NOTES ®_ _ _ DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH FIRE EXTINGUISHER TRAVEL DISTANCE ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. MAX. ALLOWABLE DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. 1 LEVEL 4 - FLS PLAN ' 1 /8" = 1'-0" OCCUPANCY TYPE LEGEND A-2 A-3 B R-2 Ell' /-'!'ln nn n!'lnl nATI 1 /lr Tn AI /rl fIIC'TA KI/-r-. FLS Areas & Exits (L4) OCC. LOAD Number Name OCC. TYPE AREA FLS Function 1004.1.2 FACTOR OCC. LOAD 401 IL-B5 R-2 682 SF 36 RESIDENTIAL 200 4 402 IL-133 (TYPE A) R-2 621 SF 36 RESIDENTIAL 200 4 403 IL-A1 (TYPE A) R-2 466 SF 36 RESIDENTIAL 200 3 404 IL-05 (TYPE A) R-2 845 SF 36 RESIDENTIAL 200 5 406 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 408 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 410 IL-136 R-2 623 SF 36 RESIDENTIAL 200 4 411 IL-137 R-2 740 SF 36 RESIDENTIAL 200 4 412 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 413 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 414 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 416 IL-Cl R-2 857 SF 36 RESIDENTIAL 200 5 418 IL-C3 R-2 943 SF 36 RESIDENTIAL 200 5 420 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 422 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 423 IL-B2 + DEN R-2 805 SF 36 RESIDENTIAL 200 5 424 IL-B1 R-2 585 SF 36 RESIDENTIAL 200 3 425 IL-B2 R-2 656 SF 36 RESIDENTIAL 200 4 426 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 428 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 430 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 432 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 434 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 436 IL-B6 R-2 619 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 4 438 IL-B6 R-2 619 SF 200 4 440 IL-B6 R-2 638 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 4 4000 ELEV. LOBBY R-2 412 SF 200 3 4001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4002 ELEC/IDF S-2 182 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4003 JAN S-2 28 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 4004 STOR. B 162 SF 14 BUSINESS AREAS 100 2 4005 STOR. B 296 SF 14 BUSINESS AREAS 100 3 4006 IDF/ELEC S-2 88 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 58 x 0.2" = 11.6" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 58 x 0.15" = 8.7" EXIT DOOR WIDTH PROVIDED: 32" = OK 117 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 O1 z to 0 C Z z O w o 0 z z LL O O 0 LU � O z O LU00 ; J } o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 02.17.23 RFI - 142.2 03.28.23 RFI - 264 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 I FLS PLAN LEGEND DISTANCE AND SEPARATIONS ENCLOSING ELEMENTS SYMBOLS & ELEMENTS HQ � #'- #" MAXIMUM DIAGONAL � DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) SMOKE PARTITION ~� DOUBLE DIRECTIONAL EXIT SIGN 4) _ EXIT SEPARATION TRAVEL DISTANCEMIN. 1-HR FIRE PARTITION REQUIRED = #' - #" SINGLE 1-HR FIRE BARRIER EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET 77 PATHS 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED 1-HR EXTERIOR RATED ASSEMBLY 0_ COMMON PATH OF EGRESS TRAVEL DISTANCE _ #' #" > MAX. ALLOWABLE OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE MAX. ALLOWABLE = #' - #" DOOR TAG - TYPICAL 0 FIRE RATING GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = MAX. ALLOWABLE = #'- #" e _ _ _ DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #' - #" FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE = #' - #" OCCUPANCY TYPE LEGEND 114MA14 O1 A-2 A-3 B R-2 n accordance with the architect (p. 7 of their 18-20-2021 comment response letter), all nbalconies will be fully sprinklered with the NFPAI f—t-Nn An At-NA1 rI ATI I !lr TrI A\/r-1 r%1 C'TA AIf—r-. .� I1:3 RvStp.m Thpv Arp thprpfnrp not rpnlllrpril to 1 FLS Areas & Exits (L5) Number Name OCC. TYPE AREA FLS Function 1004.1.2 OCC. LOAD FACTOR OCC. LOAD 501 IL-135 R-2 682 SF 36 RESIDENTIAL 200 4 502 IL-133 R-2 621 SF 36 RESIDENTIAL 200 4 503 IL-A1 R-2 462 SF 36 RESIDENTIAL 200 3 504 IL-05 R-2 845 SF 36 RESIDENTIAL 200 5 506 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 508 IL-131 R-2 592 SF 36 RESIDENTIAL 200 3 510 IL-136 R-2 623 SF 36 RESIDENTIAL 200 4 511 IL-137 R-2 740 SF 36 RESIDENTIAL 200 4 512 IL-131 R-2 593 SF 36 RESIDENTIAL 200 3 513 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 514 IL-132 R-2 677 SF 36 RESIDENTIAL 200 4 516 IL-Cl R-2 859 SF 36 RESIDENTIAL 200 5 518 IL-C3 R-2 945 SF 36 RESIDENTIAL 200 5 520 IL-B1 R-2 592 SF 36 RESIDENTIAL 200 3 522 IL-A2 R-2 434 SF 36 RESIDENTIAL 200 3 523 IL-B2 +DEN R-2 805 SF 36 RESIDENTIAL 200 5 524 IL-131 R-2 583 SF 36 RESIDENTIAL 200 3 525 IL-132 R-2 656 SF 36 RESIDENTIAL 200 4 526 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 528 IL-135 R-2 677 SF 36 RESIDENTIAL 200 4 530 IL-132 R-2 649 SF 36 RESIDENTIAL 200 4 532 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 534 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 536 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 538 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 540 IL-136 R-2 638 SF 36 RESIDENTIAL 200 4 5000 ELEV. LOBBY R-2 412 SF 36 RESIDENTIAL 200 3 5001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 5002 ELEC/IDF S-2 181 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 5003 JAN S-2 29 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 5004 OFFICE B 162 SF 14 BUSINESS AREAS 100 2 5005 STOR. B 298 SF 14 BUSINESS AREAS 100 3 5006 IDF S-2 87 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 58 x 0.2" = 11.6" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 58 x 0.15" = 8.7" EXIT DOOR WIDTH PROVIDED: 32" = OK 117 F---------- ---------------------- 9.8Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be 'provided at the landing serving each elevator or bank of elevators on each accessible floor that 1 lis one or more stories above or below the level of exit discharge. 1 1009.8.1 System requirements. 1 Two-way communication systems shall provide communication between each required 1 location and the fire command center or a central control point location approved by the fire 1 department. Where the central control point is not a constantly attended location, a two-way 1 communication system shall have a timed automatic telephone dial -out capability to a monitoring location. ^rums. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an 1 approved alternate source of power that is capable of 90 minutes use upon failure of the LEVEL 5 - FLS PLAN i normal power source. 1 ' 1009.8.2 Directions. 1 /8" = 1'-0" Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location 1 1 shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC Al 17.1 requirements for visual characters. - — - — - — - — - — - — - — - 9281 d.Nl I� 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) w o z z LL O O2 o O 0 z O; LU00 00 J ru o O oN 0 � O o = 4t O Z N z Q� w N Q a REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 G2e25 V V FLS PLAN LEGEND DISTANCE AND SEPARATIONS n ENCLOSING ELEMENTS SYMBOLS & ELEMENTS MAXIMUM DIAGONAL � DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) SMOKE PARTITION ~� DOUBLE DIRECTIONAL EXIT SIGN ® _ EXIT SEPARATION TRAVEL DISTANCE 1 HR FIRE PARTITION MIN. REQUIRED = #'- #" SINGLE 1-HR FIRE BARRIER EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED 2-HR FIRE BARRIER FIRE EXTINGUISHER CABINET PATHS 3-HR FIRE BARRIER FIRE EXTINGUISHER CABINET SEMI RECESSED COMMON PATH OF EGRESS TRAVEL DISTANCE 1-HR EXTERIOR RATED ASSEMBLY MAX. ALLOWABLE OCCUPANTLOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE _ #_' - #" ♦ _ _ > MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL EXIT SMOKE COMPARTMENT TRAVEL DISTANCE _ #' - #" FIRE RATING MAX. ALLOWABLE = #'- #" DEAD END TRAVEL DISTANCE GENERAL NOTES 6 _ _ _ MAX. ALLOWABLE = #'- 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH FIRE EXTINGUISHER TRAVEL DISTANCE ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. MAX. ALLOWABLE = #'- #" DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 5 - FLS PLAN 1 /8" = V-0" OCCUPANCY TYPE LEGEND ��®� Oi 1 s� /"/'l f\ A f\ A/"% A I nATI I /"1r Tn Avrl r-%1 ('TA A1/ r-. I lJ L/\I I -) I /-\I F\-) - L. I VL -7 - L.JV - %Jf\ A-2 A-3 B R-2 FLS Areas & Exits (L5) Number Name OCC. TYPE R-2 AREA 682 SF FLS Function 1004.1.2 36 RESIDENTIAL OCC. LOAD FACTOR 200 OCC. LOAD 501 IL-135 4 502 IL-133 R-2 621 SF 36 RESIDENTIAL 36 RESIDENTIAL 36 RESIDENTIAL 200 4 503 IL-A1 R-2 462 SF 200 3 504 IL-05 R-2 845 SF 200 5 506 IL-C3 R-2 935 SF 36 RESIDENTIAL 200 5 508 IL-B1 R-2 592 SF 36 RESIDENTIAL 200 3 510 IL-136 R-2 623 SF 36 RESIDENTIAL 200 4 511 IL-B7 R-2 740 SF 36 RESIDENTIAL 200 4 512 IL-B1 R-2 593 SF 36 RESIDENTIAL 200 3 513 IL-C4 R-2 918 SF 36 RESIDENTIAL 200 5 514 IL-B2 R-2 677 SF 36 RESIDENTIAL 200 4 516 IL-Cl R-2 859 SF 36 RESIDENTIAL 200 5 518 IL-C3 R-2 945 SF 36 RESIDENTIAL 200 5 520 IL-B1 R-2 592 SF 36 RESIDENTIAL 200 3 522 IL-A2 R-2 434 SF 36 RESIDENTIAL 200 3 523 IL-B2 +DEN R-2 805 SF 36 RESIDENTIAL 200 5 524 IL-B1 R-2 583 SF 36 RESIDENTIAL 200 3 525 IL-B2 R-2 656 SF 36 RESIDENTIAL 200 4 526 IL-C2 R-2 910 SF 36 RESIDENTIAL 200 5 528 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 530 IL-132 R-2 649 SF 36 RESIDENTIAL 200 4 532 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 534 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 536 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 538 IL-B6 R-2 619 SF 36 RESIDENTIAL 200 4 540 IL-136 R-2 638 SF 36 RESIDENTIAL 200 4 5000 ELEV. LOBBY R-2 412 SF 36 RESIDENTIAL 200 3 5001 TRASH S-2 65 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 5002 ELEC/IDF S-2 181 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 5003 �JAN S-2 29 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 162 SF 14 BUSINESS AREAS 300 1 5004 OFFICE B 100 2 5005 STOR. B 298 SF 14 BUSINESS AREAS 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 100 3 5006 IDF S-2 87 SF 300 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 58 x 0.2" = 11.6" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 58 x 0.15" = 8.7" EXIT DOOR WIDTH PROVIDED: 32" = OK 117 9281 ;'r011 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 Cif z to 0 C Z z O w o 0 z z LL O O o O z O LU00 ; J } o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 02.17.23 RFI - 142.2 03.28.23 RFI - 264 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 I FLS PLAN LEGEND ENCLOSING ELEMENTS SMOKE PARTITION 1-HR FIRE PARTITION 1-HR FIRE BARRIER 2-HR FIRE BARRIER 3-HR FIRE BARRIER 1-HR EXTERIOR RATED ASSEMBLY 2-HR EXTERIOR RATED ASSEMBLY GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 6 - FLS PLAN DISTANCE AND SEPARATIONS SYMBOLS & ELEMENTS HQ „ #'-#" MAXIMUM DIAGONAL DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) DOUBLE ~� DIRECTIONAL EXIT SIGN ® _ EXIT SEPARATION TRAVEL DISTANCE SINGLE 111� MIN. REQUIRED = #' - #" EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X MIN. REQUIRED 77 FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET PATHS SEMI RECESSED COMMON PATH OF EGRESS TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANT LOAD 356 TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" DOOR TAG - TYPICAL C EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = #' - #" FIRE RATING MAX. ALLOWABLE = #'- #" DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANCY TYPE LEGEND �imefwaafio ern accordance with the architect (p. 7 of their I8-20-2021 comment response, all letter), � .-.,n nn n.,ni nnTl I nr Tnn%irl fIIC'Tnnl/"r. I lJ L/\I I ..J 1111 I\J - I-. I VL -J - LJV — VI\ A-2 A-3 B R-2 FLS Areas & Exits (L6) OCC. OCC. LOAD OCC. Number Name TYPE AREA FLS Function 1004.1.2 FACTOR LOAD 601 IL-B5 R-2 660 SF 36 RESIDENTIAL 36 RESIDENTIAL 36 RESIDENTIAL 200 4 602 IL-B3 (TYPE A) R-2 600 SF 200 4 603 IL-A1 (TYPE A) R-2 447 SF 200 3 604 IL-05 (TYPE A) R-2 825 SF 36 RESIDENTIAL 200 5 611 IL-B6 R-2 606 SF 36 RESIDENTIAL 200 4 612 IL-B1 R-2 568 SF 36 RESIDENTIAL 200 3 613 IL-C4 R-2 891 SF 36 RESIDENTIAL 200 5 614 IL-B5 R-2 651 SF 36 RESIDENTIAL 200 4 616 IL-Cl R-2 834 SF 36 RESIDENTIAL 200 5 618 IL-C3 R-2 886 SF 36 RESIDENTIAL 200 5 620 IL-B1 R-2 567 SF 36 RESIDENTIAL 200 3 623 IL-B2 R-2 635 SF 36 RESIDENTIAL 200 4 624 IL-B6 R-2 563 SF 36 RESIDENTIAL 200 3 625 IL-B2 R-2 634 SF 36 RESIDENTIAL 200 4 626 IL-C2 R-2 855 SF 36 RESIDENTIAL 200 5 626 IL-A2 R-2 415 SF 36 RESIDENTIAL 200 3 628 IL-B5 R-2 655 SF 36 RESIDENTIAL 200 4 631 IL-B2 R-2 628 SF 36 RESIDENTIAL 200 4 632 IL-B6 R-2 599 SF 36 RESIDENTIAL 200 3 634 IL-B6 R-2 599 SF 36 RESIDENTIAL 200 3 636 IL-B6 R-2 599 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 3 638 IL-B6 R-2 599 SF 200 3 640 IL-B6 R-2 594 SF 36 RESIDENTIAL 36 RESIDENTIAL 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 200 3 6000 CORRIDOR R-2 3,180 SF 200 16 6001 TRASH S-2 65 SF 300 1 6002 ELEC/IDF R-2 122 SF 34 MERCANTILE: STORAGE, STOCK, SHIPPING AREAS 300 15 1 79 6003 COMMUNITY ROOM A-3 1,180 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 6004 DECK A-3 426 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 29 6005 ELEV. CONTROL R-2 55 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 36 RESIDENTIAL 300 1 6006 RR R-2 69 SF 200 1 6006A JAN R-2 22 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 21 EXERCISE ROOMS 300 1 6007 FITNESS R-2 628 SF 50 15 13 25 6008 SALON B 362 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 6009 RR R-2 64 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 1 6010 RR R-2 77 SF 200 1 6011 IDF R-2 34 SF 36 RESIDENTIAL 200 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 134 x 0.2" = 26.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 134 x 0.15" = 20.1" EXIT DOOR WIDTH PROVIDED: 42" = OK 257 P---------- ---------------------- 9.8 Two-way communication. wo-way communication system complying with Sections 1009.8.1 and 1009.8.2 shall be I 'provided at the landing serving each elevator or bank of elevators on each accessible floor that lis one or more stories above or below the level of exit discharge. 1009.8.1 System requirements. Two-way communication systems shall provide communication between each required location and the fire command center or a central control point location approved by the fire department. Where the central control point is not a constantly attended location, a two-way communication system shall have a timed automatic telephone dial -out capability to a monitoring location. erg-1-1. The two-way communication system shall include both audible I and visible signals. The two-way communication system shall have a battery backup or an approved alternate source of power that is capable of 90 minutes use upon failure of the ' normal power source. I 1009.8.2 Directions. Directions for the use of the two-way communication system, instructions for summoning I ' assistance via the two-way communication system and written identification of the location shall be posted adjacent to the two-way communication system. Signage shall comply with the ICC Al 17.1 requirements for visual characters. - — - — - — - — - — - — - — - �i 81 - . ► dIM let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 > J o N O oCD J o OCO CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 - FLS PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 i 9 n s n FLS PLAN LEGEND V DISTANCE AND SEPARATIONS V ENCLOSING ELEMENTS SYMBOLS & ELEMENTS n H „ #'-#" MAXIMUM DIAGONAL DIRECTIONAL EXIT SIGN MIN. EXIT SEPARATION (1/3) SMOKE PARTITION ~� DOUBLE DIRECTIONAL EXIT SIGN ® _ EXIT SEPARATION TRAVEL DISTANCE 1 HR FIRE PARTITION lll� MIN. REQUIRED = #' - #" SINGLE 1-HR FIRE BARRIER EXIT SIGN AT DOOR ® EXIT_ ENCLOSURE -SEPARATION TRAVEL DISTANCE X 77 MIN. REQUIRED 2-HR FIRE BARRIER L di k id d FIRE EXTINGUISHER CABINET PATHS 3-HR FIRE BARRIER idil h1h Hil hil FIRE EXTINGUISHER CABINET SEMI RECESSED 0_ COMMON PATH OF EGRESS TRAVEL DISTANCE 1-HR EXTERIOR RATED ASSEMBLY MAX. ALLOWABLE OCCUPANT LOAD 356 2-HR EXTERIOR RATED ASSEMBLY TOTAL PER FLOOR EXIT ACCESS TRAVEL DISTANCE ♦ MAX. ALLOWABLE = #'- #" GENERAL NOTES 1. TWO-WAY COMMUNICATION TO BE PROVIDED IN EACH ELEVATOR LOBBY; COMPLIANT WITH IBC 2015 (WSA) 1009.8. DETAIL REQUIREMENTS OF THE SYSTEM AND DIRECTIONS FOR USE WILL BE ADDRESSED UNDER THE FIRE ALARM PERMIT. LEVEL 6 - FLS PLAN 1/8" = 1'-0" DOOR TAG - TYPICAL EXIT SMOKE COMPARTMENT TRAVEL DISTANCE = #' - #" C FIRE RATING MAX. ALLOWABLE = #'- #" E) _ _ DEAD END TRAVEL DISTANCE MAX. ALLOWABLE = #'- FIRE EXTINGUISHER TRAVEL DISTANCE MAX. ALLOWABLE OCCUPANCY TYPE LEGEND �iavfwaafia ►_O_I�iO_I, /-'/In Ar, A/lA1 nAT11 !'1r Tn A\/r1 fIIC-rA nI/-r-. I lJ L/\I I ..J I f-\I I\-J - I-. I VL -J - LJV — V I\ A-2 A-3 B R-2 FLS Areas & Exits (L6) OCC. OCC. LOAD OCC. Number Name TYPE AREA FLS Function 1004.1.2 FACTOR LOAD 601 IL-B5 R-2 682 SF 36 RESIDENTIAL 36 RESIDENTIAL 36 RESIDENTIAL 200 4 602 IL-B3 (TYPE A) R-2 617 SF 200 4 603 IL-A1 (TYPE A) R-2 462 SF 200 3 604 IL-05 (TYPE A) R-2 849 SF 36 RESIDENTIAL 200 5 611 IL-136 R-2 626 SF 36 RESIDENTIAL 200 4 612 IL-B1 R-2 591 SF 36 RESIDENTIAL 200 3 613 IL-C4 R-2 920 SF 36 RESIDENTIAL 200 5 614 IL-B5 R-2 676 SF 36 RESIDENTIAL 200 4 616 IL-Cl R-2 861 SF 36 RESIDENTIAL 200 5 618 IL-C3 R-2 937 SF 36 RESIDENTIAL 200 5 620 IL-B1 R-2 589 SF 36 RESIDENTIAL 200 3 622 IL-A2 R-2 433 SF 36 RESIDENTIAL 200 3 623 IL-132 R-2 652 SF 36 RESIDENTIAL 200 4 624 IL-136 R-2 582 SF 36 RESIDENTIAL 200 3 625 IL-132 R-2 656 SF 36 RESIDENTIAL 200 4 626 IL-C2 R-2 903 SF 36 RESIDENTIAL 200 5 628 IL-B5 R-2 677 SF 36 RESIDENTIAL 200 4 630 IL-B2 R-2 649 SF 36 RESIDENTIAL 200 4 632 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 634 IL-136 R-2 619 SF 36 RESIDENTIAL 200 4 636 IL-136 R-2 619 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 4 638 IL-136 R-2 619 SF 200 4 640 IL-136 R-2 634 SF 36 RESIDENTIAL 36 RESIDENTIAL 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 200 4 6000 CORRIDOR R-2 3,248 SF 200 17 6001 TRASH S-2 65 SF 300 1 6002 ELEC/IDF R-2 122 SF 34 MERCANTILE: STORAGE, STOCK, SHIPPING AREAS 300 1 83 Q CCD 00 6003 COMMUNITY ROOM A-3 1,235 SF CD 005 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 6004 DECK A-3 415 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 28 6005 ELEV. CONTROL R-2 61 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 36 RESIDENTIAL 300 1 6006 RR R-2 69 SF 200 1 6006A JAN R-2 22 SF 1 ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 21 EXERCISE ROOMS 300 1 6007 FITNESS R-2 645 SF 50 13 6008 SALON B 362 SF 12 ASSEMBLY WITHOUT FIXED SEATS: UNCONCENTRATED (TABLES AND CHAIRS) NET 15 25 6009 RR R-2 64 SF 36 RESIDENTIAL 36 RESIDENTIAL 200 1 6010 RR R-2 77 SF 200 1 6011 IDF R-2 34 SF 36 RESIDENTIAL 200 1 OCCUPANCY PER LEVEL STAIR WIDTH REQUIRED: OCCUPANT LOAD x 0.2" = 134 x 0.2" = 26.8" STAIR WIDTH PROVIDED: 48" = OK EXIT DOOR WIDTH REQUIRED: OCCUPANT LOAD x 0.15" = 134 x 0.15" = 20.1" EXIT DOOR WIDTH PROVIDED: 42" = OK 266 0 CCD 005 9281 let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD CO C1 z to 0 C Z z O w o 0 z z LL O O o O z O LU00 > J } o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 04.07.23 CCD 005 03.28.23 RFI - 264 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 - FLS PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 I ABBREVIATIONS TOrC DOOR A�1� DOOR NUMBER ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS ABBREVIATIONS ABBREVIATION TERM ABBREVIATION TERM ABBREVIATION TERM ABBREVIATION TERM A/V AUDIO VISUAL AB ANCHOR BOLT AC AIR CONDITIONING ACDN ACCORDION ACP ACOUSTICAL CEILING PANEL ACST ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADJ ADJUST, ADJUSTABLE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR ALUM ALUMINUM AP ASPHALTIC PAVING APP APPROXIMATELY ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC B # BASE BALC BALCONY BD BOARD BDRM BEDROOM BITUM BITUMINOUS BKR BACKER BL BLINDS BLDG BUILDING BILK BLOCK BLKG BLOCKING BLKT BLANKET BLT IN BUILT-IN BM BEAM BOC BOTTOM OF CURB BOT/BTM BOTTOM BOW BOTTOM OF WALL BRK BRICK BSMT BASEMENT BTR BETTER BU BUILT-UP BUR BUILT-UP BITUMINOUS ROOFING BW BUILDING WRAP C# CARPET C/W CURTAIN WALL CAB CABINET CB CATCH BASIN CC CUBICLE CURTAIN CEM CEMENT, CEMENTITIOUS CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CK TP COOK TOP CL CENTER LINE CLG CEILING CLO CLOSER CLOS CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER COILG COILING COL COLUMN COMP COMPOSITE, COMPENSATION CONIC CONCRETE COND CONDITION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CSMU CALCIUM SILICATE MASONRY UNIT CTG COATING CTR CENTER CTRL CONTROL CTSK COUNTERSINK CTV CABLE TV CU CUBIC CUST CUSTOM CWK CASEWORK D/W DISHWASHER DAAC DIRECT -APPLIED ACOUSTICAL CEILING DBL DOUBLE DEC DECORATIVE DEFL DEFLECTION DEMO DEMOLITION DEPT DEPARTMENT DIET DETAIL DIA DIAMETER DIM DIMENSION DIMP DIMPLED PLASTIC DKG DECKING DMFG DAMPPROOFING DS DOWNSPOUT DWG DRAWING DWR DRAWER (E) EXISTING EA EACH EF EPDXY FLOORING, EACH FACE EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATED FINISH SYSTEM EJC EXPANSION JOINT COVER ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSURE ENTR ENTRANCE EPS EXPANDED POLYSTYRENE EQ EQUAL EQPT EQUIPMENT ES EACH SIDE EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FABRIC, FIBER F FIN FACTORY FINISH FA FIRE ALARM, FLUID APPLIED FAB FABRICATIONS FAWB FLUID APPLIED WEATHER BARRIER FB FLAT BAR FD FLOOR DRAIN FDN FOUNDATION FIE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR, FACTORY FINISH FF SAM FOIL FACED SELF -ADHERED MEMBRANE FFAC FIBER FACED ACOUSTICAL CEILING FIFE FINISH FLOOR ELEVATION FG FULL GLASS FGL FIBERGLASS FH FLAT HEAD FHC FIRE HOSE CABINET FIN FINISH FIXT FIXTURE FLDG FOLDING FLR FLOOR FLRG FLOORING FLSHG FLASHING FM FRAME FMD FORMED FO SHTG FACE OF SHEATHING FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FOM FACE OF MASONRY FOS FACE OF STUD FP FIREPROOF FPFG FIREPROOFING FIR FIRE RATED, FIRE RESISTIVE FIRM FRAMED, FRAMING FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT TREATED FS FULL SIZE, FIRESTOP FT FOOT, FEET FTG FOOTING FURRG FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GBATH GUEST BATH GBDRM GUEST BEDROOM GD GARBAGE DISPOSAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GI GALVANIZED IRON G L GLASS GLAM GLU-LAMINATED GLIB GLU-LAMINATED BEAM GND GROUND GR GRADE GYP GYPSUM HB HOSE BIBB HC HOLLOW CORE HCP HOLLOW CORE PLANK HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HSKP HOUSEKEEPING HT HEIGHT HT SAM HIGH TEMPERATURE SELF -ADHERED MEMBRANE ICF INSULATED CONCRETE FORMS ID INSIDE DIAMETER IFS INSULATION FINISH SYSTEM IN INCH, INCHES INSUL INSULATION INT INTERIOR INTG INTEGRATED INTUM INTUMESCENT JAN JANITOR JST JOIST JT JOINT, JOINTS L LINEN LAM LAMINATE LAV LAVATORY LF LINEAL FEET, LINEAR FOOTAGE LIB LIBRARY LIN LINEAR LIN FT LINEAL FEET LKR LOCKER LP LIME PLASTER LT LIGHT LV LIVING LVR LOUVER MACH MACHINE MAINT MAINTENANCE MAX MAXIMUM MB MACHINE BOLT MBATH MASTER BATHROOM MBDRM MASTER BEDROOM MC MEDICINE CABINET MCP MODIFIED CEMENT PLASTER MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MED MEDICATION. MEDICAL MEMB MEMBRANE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MUL MULLION MW MICROWAVE NC NON COMBUSTIBLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPNG OPENING OPP OPPOSITE, OPPOSITE HAND ORN ORNAMENTAL OZ OUNCE P PAINT P/L PROPERTY LINE PAN PANTRY PC PRECAST PCTF PORTLAND CEMENT TERRAZZO FLOORING PDRM POWDER ROOM PIED PEDESTRIAN PERF PERFORATED PGRG POLYMER GLASS FIBER REINFORCED GYPSUM PH PENTHOUSE PKG PACKAGE PKGAR PARKING GARAGE PL PLATE PL-# PLASTIC LAMINATE (PLAM) PLAST PLASTER, PLASTIC PNL PANEL POL POLISHED POLYISO PO LYISOCYAN U RATE PP POWER POLE PR PAI R PREFIN PREFINISHED PREM PREMIUM PRKG PARKING PROP PROPERTY PRT BD PARTICLE BOARD PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED, POST -TENSIONED PTD PAPER TOWEL DISPENSER PTD/R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE PWD PLYWOOD R RISER, RISERS RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REHAB REHABILITATION REINF REINFORCED, REINFORCING REQ REQUIREMENTS, REQUIRED RES RESIN RESIL RESILIENT RESILIENT FLOORING RF RFG ROOFING RG RANGE RH ROBE HOOK RLG RAILING RM ROOM RO ROUGH OPENING RR REST ROOM RU RESILIENT URETHANE S&R STILE AND RAIL S&V STAIN AND VARNISH S/S SERVICE SINK SAM SELF -ADHERED MEMBRANE SIBS STYRENE BUTADIENE STYRENE SC SEALED CONCRETE, SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SCRN SCREEN SD SOAP DISPENSER SDG SIDING SECT SECTION, SECTIONAL SF SQUARE FEET, STOREFRONT SG SAFETY GLASS SGL SINGLE SH SHINGLES SHOT SHOTCRETE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SIMU SIMULATED SKLT SKYLIGHT SLDG SLIDING SLNT SEALANT SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SQ SQUARE SS STAINLESS STEEL SS# SOLID SURFACE ST STONE ST SM STANDING SEAM STD STANDARD STL STEEL STN STAIN STOR STORAGE STIR STAIR, STAIRS STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL SYS SYSTEM T TREAD, TREADS T# TILE T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T&M TIME AND MATERIALS TB TACK BOARD, TOWEL BAR TC TRAFFIC COATING TEL TELEPHONE TF TERRAZZO FLOORING THK THICK THRES THRESHOLD TMPD TEMPERED TOC TOP OF CURB TOPL TOP OF PLATE TOPV TOP OF PAVEMENT TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPO THERMOPLASTIC POLYOLEFIN TR TOILET ROOM TRAF TRAFFIC TRANSL TRANSLUCENT TU TILT -UP TV TELEVISION TYP TYPICAL UNDLY UNDERLAYMENT UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UR URINAL UTIL UTILITY VCT VINYL COMPOSITION TILE VEG VEGETATED VEHIC VEHICULAR VERTICAL VERT VEST VESTIBULE VFY VERIFY VG VERTICAL GRAIN VNR VENEER VP VENEER PLASTER VR VAPOR RETARDER W/ WITH W/H WATER HEATER W/O WITHOUT WC WALLCOVERING, WATER CLOSET WD WOOD WDW WINDOW WF WOOD FLOORING WH WALL HUNG WP WATERPROOF WPFG WATERPROOFING WR WATER RESISTANT, WATER RESISTIVE WRB WEATHER RESISTIVE BARRIER WS WATE RSTO P WT WATERTIGHT WT WEIGHT WW WINDOW WALL WWF WOVEN WIRE FABRIC XPS EXTRUDED POLYSTYRENE YD YARD KEYNOTE Q_ KEYNOTE NUMBER WINDOW<�>__ WINDOW TYPE REVISION �� REVISION NUMBER DESCRIPTION SIM EXTERIOR ELEVATION 1 ELEVATION NUMBER ^� SHEET NUMBER 1- ELEVATION NUMBER INTERIOR ELEVATION SIM A101 SHEET NUMBER SIM BUILDING SECTION 1_14SECTION NUMBER A101 � SHEET NUMBER SIM WALL SECTION 1 SECTION NUMBER A101 SHEET NUMBER SIM DETAIL 1 - SECTION NUMBER A101 SHEET NUMBER FLOOR, ROOF OR WALL 6A.8 ASSEMBLY NUMBER ASSEMBLY 5 5 MODIFIER CORE WIDTH FIRE RATING CEILING 10' 0'- CEILING HEIGHT ROOM NAME ROOM 101 150 SF- DRAWING/DETAIL TITLE 0 VIEW N 1/8" = 1'-0" FIRE LIFE / SAFETY FT FUNCTION SQUARE 14 X OLF OCC LOAD Y =X/Y MATERIALS DIVISION 03 CONCRETE DIVISION 04 BRICK VENEER CMU DIVISION 05 ALUMINUM STEEL DIVISION 06 PLYWOOD MOISTURE RESISTANT SHEATHING SAWN LUMBER: CONTINUOUS SAWN LUMBER: BLOCKING FINISH LUMBER GLUE LAMINATED BEAM/ COLUMN DIVISION 07 BATT INSULATION RIGID BOARD INSULATION MINERAL FIBER INSULATION - - - - - - - - FOAMED -IN -PLACE INSULATION BACKER ROD AND SEALANT (mac DIVISION 09 GYPSUM WALLBOARD SYMBOLS GRID NORTH ARROWS ELEVATION DATUM 79O: ' �► WINDOW: PLAN WINDOW: ELEVATION O TRUE PROJECT ###' - ##" ROOM NUMBER ROOM AREA AME SCALE NUMBER ON SHEET ROOM AREA ROOM OCCUPANT LOAD ROOM FUNCTION - TABLE 1004.1.2 OCCUPANT LOAD FACTOR - TABLE 1004.1.2 1800 SWING 900 SWING AWNING CASEMENT FIXED SLIDING AWNING CASEMENT FIXED SLIDING PROJECT NOTES GENERAL 1. THESE DRAWINGS AND THE ACCOMPANYING SPECIFICATIONS ARE THE PROPERTY OF ANKROM MOISAN ARCHITECTS AND SHALL NOT BE COPIED OR REUSED FOR ANY OTHER PROJECT. 2. CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. PROVIDE WORK SHOWN OR REFERRED TO ON ONE SET OF DRAWINGS AS THOUGH SHOWN ON ALL RELATED DRAWINGS. 3. THE SPECIFICATIONS CONTAIN PERTINENT DETAILED INFORMATION ABOUT EACH BUILDING COMPONENT; THEY AREA PART OF THE CONTRACT DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE DRAWINGS. 4. ABSOLUTELY NO BUILDING COMPONENT SHOWN ON THESE DRAWINGS SHALL BE INCORPORATED INTO THE WORK UNTIL SHOP DRAWINGS, SAMPLES, BROCHURES OR OTHER SUBMITTALS CALLED FOR IN THE SPECIFICATIONS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT. 5. VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 6. COORDINATE THE WORK OF DELEGATED DESIGNERS WITH THE WORK OF OTHER TRADES 7. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE -TREATED. 8. CONCEALED WOOD USED IN TYPE I AND TYPE II CONSTRUCTION SHALL BE FIRE RETARDANT TREATED 9. FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE CORROSION RESISTANT. 10. PROVIDE BLOCKING OR OTHER CONCEALED SUPPORTS WITHIN WALLS AS REQUIRED FOR HANDRAILS, CASEWORK, GRAB BARS, ARTWORK, SHELVING, AND OTHER APPLIED WALL MOUNTED FIXTURES, FINISHES OR EQUIPMENT. 11. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ACCESS DOOR LOCATIONS. DIMENSIONS 1. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS GOVERN. 2. DO NOT ADJUST CLEAR DIMENSIONS WITHOUT APPROVAL OF THE ARCHITECT. 3. DIMENSIONS ARE MEASURED FROM GRID LINES, PROPERTY LINES, FACE OF CONCRETE, FACE OF MASONRY, FACE OF STUD OR CENTERLINE OF THE AIR GAP (AT DOUBLE STUD ROW WALLS) UNLESS OTHERWISE NOTED. 4. DIMENSIONS NOTED AS'CLEAR' OR'INSIDE CLEAR' ARE MEASURED FROM THE FACE OF THE DEEPEST PROTRUSION FROM THE WALL SURFACE (CASEWORK, FIXTURE, BASE, HANDRAIL, WAINSCOT, TRIM, ETC.) 5. NOTES TO'ALIGN' REFER TO FINISHED FACE OF INDICATED SURFACES. 6. LOCATE FACE OF HINGE SIDE DOORJAMBS 4" AWAY FROM ADJACENT WALL UNLESS NOTED OTHERWISE 7. 'FLOOR LINE'FLOOR' OR'FLOOR LEVEL'REFER TO TOP OF CONCRETE SLAB OR TOP OF CEMENTITIOUS UNDERLAYMENT; FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE. 8. 'FINISH FLOOR' REFERS TO THE TOP OF FLOORING. 9. REFER TO SLAB PLANS FOR LOCATION OF SLAB EDGES, BLOCKOUTS, DEPRESSIONS, SLOPES, CURBS AND CONCRETE WALLS. 10. ALIGN CENTER OF CLOSET DOORS WITH THE CENTER OF CLOSET WALL IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE. 11. ALL RESIDENTIAL CLOSETS ARE 24" MAXIMUM DEPTH UNLESS NOTED OTHERWISE. WING WALLS ADJACENT TO CASEWORK SHALL BE 2'-2" LONG, UNLESS NOTED OTHERWISE. ACCESSIBILITY 1. REFER TO SHEETS STARTING AT A5.01 FOR SPECIFIC ACCESSIBILITY REQUIREMENTS PERTAINING TO OUTLET LOCATIONS AND HEIGHTS, SWITCH LOCATIONS AND HEIGHTS, GRAB BARS, WALL BLOCKING, FLOOR CLEARANCES, COUNTERTOP HEIGHTS, LOCATION OF PLUMBING CONTROLS, ETC. 2. REFER TO DRAWING G2.01 FOR SCHEDULE OF ACCESSIBLE UNITS, TYPE A UNITS AND TYPE B UNITS; REFER TO DRAWING A5.03-5.05 FOR SPECIFIC REQUIREMENTS FOR EACH UNIT TYPE. 3. CHANGES IN FINISH FLOOR ELEVATION IN EXCESS OF 1/4", MEASURED FROM LOWEST POINT ON EITHER SIDE OF THRESHOLD TO HIGHEST POINT ON THRESHOLD, SHALL BE BEVELED AT 1:2. IN NO CASE SHALL FLOOR TRANSITIONS AND CHANGES IN LEVEL IN FLOOR SURFACE BE MORE THAN 1/41, MAX IN VERTICAL HEIGHT. SIGNAGE 1. PROVIDE DIRECTIONAL SIGNAGE AT EACH ELEVATOR LANDING, EXIT ACCESS DOORWAY AND AT EXIT DISCHARGE IN ACCORDANCE WITH BUILDING CODE SECTION 1009.10 AND ICC/ANSI A117.1. 2. PROVIDE CODE-REQUIRED'IN CASE OF FIRE...' SIGNAGE AT ELEVATOR CALL STATIONS. 3. IDENTIFY ALL FIRE -RATED ENCLOSURES CONCEALED ABOVE CEILINGS USING MIN. 3" HIGH RED LETTERING READING:'FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS'. 4. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. AT ROOMS WITH AN OCCUPANT LOAD OF 50 OR GREATER, SIGNAGE WITH THE MAXIMUM ALLOWABLE OCCUPANT LOAD SHALL BE POSTED AT THE MAIN ENTRANCE TO THE ROOM. 6. PROVIDE SIGNAGE IN EXIT STAIRWAYS AS FOLLOWS: a. AT EACH FLOOR LANDING IN BUILDING GREATER THAN 3 STORIES b. A SIGN INDICATING IF THE STAIR PROVIDES ROOF ACCESS C. AT LANDINGS OF STAIRS WITH MULTIPLE DOORS, INDICATE ANY DOOR WITH DIRECT ACCESS TO AN ENCLOSED ELEVATOR LOBBY 7. PROVIDE ACCESSIBILITY SIGNAGE IN ACCORDANCE WITH SECTION 1111.1 AND AS REQUIRED BY ADA 2010 OR ANSI A117.1. HORIZONTAL AND VERTICAL ASSEMBLIES 1. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS OF, AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 2. STUD SIZE AND CORE THICKNESSES ARE INDICATED ON THE ASSEMBLY TYPE TAGS ON THE DRAWINGS; REFER TO THE TAG LEGEND ON SHEET A0.01. 3. ALL GYPSUM WALLBOARD IS 5/8" TYPE'X'UNLESS NOTED OTHERWISE. 4. WEATHER -RESISTIVE BARRIERS AND/OR VAPOR RETARDERS DESIGNATED AS "AB" ALSO FUNCTION AS AIR BARRIERS. SEAL ALL EDGES, INTERSECTIONS AND LAPS, TO CREATE AN AIR -TIGHT ENCLOSURE 5. FIRE RATED ASSEMBLIES: SEAL ALL EDGES AND INTERSECTIONS WITH FIRE CAULKING; COVERALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEETTHE REQUIREMENTS OFTHE LISTING SOURCE AND AUTHORITY HAVING JURISDICTION (AHJ). INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAGE AND SPACING, FASTENER SIZE AND SPACING, ORIENTATION OF GYPSUM WALLBOARD, OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 6. FIRE RATING AGENCY REQUIREMENTS INDICATE THE MINIMUM NEEDED TO ACHIEVE FIRE RATING; ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET OTHER PROJECT REQUIREMENTS. 7. SEAL AND OTHERWISE PROTECT PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION USING APPROVED FIRESTOPPING SYSTEMS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY BEING PENETRATED. 8. USE ACOUSTICALLY RATED FIRE SEALANT WHEREVER FIRE RATED CONSTRUCTION IS ALSO ACOUSTICALLY RATED. 9. SEAL PENETRATIONS THROUGH ACOUSTICALLY -RATED CONSTRUCTION TO MAINTAIN THE ACOUSTICAL RATING OF THE ASSEMBLY BEING PENETRATED. 10. SEAL PENETRATIONS IN ACOUSTICALLY RATED WALLS. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS RATED FOR THE ASSEMBLY. 11. PROVIDE WATERSTOPS AT COLD JOINTS IN ALL BELOW GRADE CONCRETE ASSEMBLIES AT THE EXTERIOR WALLS OF THE BUILDING. 12. PROVIDE DEFLECTION COMPENSATION AT TOP OF WALLS SECURED TO THE UNDERSIDE OF CONCRETE SLABS OR METAL DECK. 13. CONSTRUCT WALLS AND PARTITIONS SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC AND SERVICE AREAS TO MEET STC 50 OR GREATER. REFER TO DRAWING A0.13 FOR ADDITIONAL REQUIREMENTS. 14. CONSTRUCT FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OF FROM PUBLIC AND SERVICE AREAS TO MEET STC 50 AND IIC 50 OR GREATER. REFER TO DRAWINGS A0.12 FOR 4 ADDITIONAL REQUIREMENTS. 15. OMITTED 16. INSTALL FIREBLOCKING AT THE INTERSECTION OF COMBUSTIBLE WALLS AND HORIZONTAL ASSEMBLIES WITH CONCEALED SPACES OF AS REQUIRED BY THE AHJ 17. INSTALL FIREBLOCKING IN STAIRS OF COMBUSTIBLE FRAMING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF EACH RUN OR AS REQUIRED BY THE AHJ 18. INSTALL FIREBLOCKING IN CONCEALED SPACES BEHIND EXTERIOR WALL COVERINGS OF COMBUSTIBLE MATERIALS AT MAX. 20 FOOT INTERVALS WITH NO CONCEALED SPACE EXCEEDING 100 SQUARE FEET OR AS REQUIRED BY THE AHJ MISCELLANEOUS 1. PROVIDE TWO WAY COMMUNICATION DEVICE AT EVERY ELEVATOR LANDING OTHER THAN THE LEVEL OF EXIT DISCHARGE IN ACCORDANCE WITH BUILDING CODE SECTION 1009.8 AND ALL SUBSECTIONS. 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cl z V) 0 o Z z O L) 2 >a 0 In W 0 0 z z L.L O OJ p 0 � z O > v00 CD o O� O cV J o Oco CD= Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DATA SHEET PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 CONCRETE - 03 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 2-1/2" VERTICAL Z-GIRT @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL EXTERIOR BASEMENT WALL - FC PANEL 1 FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: 3el L__jCLEAR R-VALUE: 9.5 CLEAR U-VALUE: J 3,92 u4 a FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 2 1/2" VERTICAL Z-GIRTS @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL COLD -FORMED FURRING ASSEMBLIES - 1" VERTICAL Z-GIRTS @ 24" O.C. 5/8" GYPSUM WALLBOARD - TYPE X I ELEVATOR WALL @ EXTERIOR FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: FIBER CEMENT LAP SIDING COLD -FORMED FURRING ASSEMBLIES - 2-1/2" VERTICAL Z-GIRT @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) FLUID -APPLIED WEATHER BARRIER CONCRETE WALL, SEE STRUCTURAL EXTERIOR STAIR SHAFT WALL - FC LAP SIDING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 K3.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: X391 X3e2 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED FURRING ASSEMBLIES - 2 1/2" VERTICAL Z-GIRTS @ 24" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) PAI NT CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 3-HOUR STAIR P1 SHAFT & SHEAR WALL FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL I BASEMENT FOUNDATION WALL BELOW GRADE FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL BENTONITE WATERPROOF BASEMENT FOUNDATION WALL BELOW GRADE FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 X3.3 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: X394 DRAINAGE PANEL BENTONITE WATERPROOF CONCRETE FOUNDATION WALL, SEE STRUCTURAL 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-9.5 MIN.) AIR SPACE 21/2" METAL STUD FURRING 5/8" GYPSUM WALLBOARD - TYPE X I BASEMENT FOUNDATION WALL BELOW GRADE W/ METAL STUD FURRING FIRE RATING / SOURCE: 3 HOUR / WSBC TABLE 721.2 (2) 4-1.1 STC RATING / SOURCE: CLEAR R-VALUE: 9.5 CLEAR U-VALUE: MASONRY - 04 CMU WALL, SEE STRUCTURAL CMU -1 WALL @ GARAGE FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 722.3.2 STC RATING / SOURCE: B401 CLEAR R-VALUE: CLEAR U-VALUE: METAL - 05 FIBER CEMENT PANEL SUB -FRAMING THERMAL SPACER - 4" DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) / WEATHER RESISTIVE AIR BARRIER r 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ / THERMAL BATT INSULATION (R-13 MIN.) r VAPOR RETARDER / 5/8" GYPSUM WALLBOARD - TYPE X r r FIBER CEMENT PANEL - 1 LB r FIRE RATING / SOURCE: 1 HOU UL U425; DUPONT NFPA 285 5 STC RATING / SOURCE: • CLEAR R-VALUE: 23 CLEAR U-VALUE: CONCRETE MASONRY UNIT 4 FIBER CEMENT PANEL *GROUT SOLID WHERE REQUIRED BY STRUCTURAL r SUB -FRAMING THERMAL SPACER - 2 1/2" VERTICAL DEPTH @ 16" O.C. r 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION / r (R-10 MIN.) r / WEATHER RESISTIVE AIR BARRIER / r 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE • / RESISTANT / r COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ r / THERMAL BATT INSULATION (R-13 MIN.) r /r VAPOR RETARDER 5/8" GYPSUM BOARD - TYPE 'X' Q4 MODIFIER A: SEE GENERAL NOTES, #8 CMU -2 @ L1 & P1 r FIBER CEMENT PANE -1 C B FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 721.1(2) 3-1 • r FIRE RATING / SOURCE: 1 HOU UL U425; DUPONT NFPA 285 B4e2 STC RATING / SOURCE: / 5e2 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: r LJ CLEAR R-VALUE: 23 CLEAR U-VALUE: 41 CONCRETE MASONRY UNIT - GROUT SOLID/ FIBER CEMENT PANEL 2" EXTRUDED POLYSTYRENE BOARD (XPS)1NSULATI& SUB -FRAMING THERMAL SPACER - 2 1/2" VERTICAL (R-9.5 MIN.) / / DEPTH @ 16" O.C. AIR SPACE r r 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION 2 1/2" METAL STUD FURRING / / (R-10 MIN.) 5/8" GYPSUM WALLBOARD - TYPE X % / WEATHER RESISTER AIR BARRIER 5/8" GYPSUM SHEATHING - TYPE X - MOISTURE r r RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ r r THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER I r 5/8" GYPSUM WALLBOARD - TYPE X ri MODIFIER A: NO INSULATION CMU PARTITION WITH METAL STUD r URRING FIBER CEMENT PANE - V IC C B FIRE RATING / SOURCE: 3 HOUR / WBSC TAB E 7 `2.3.2 FIRE RATING / SOURCE: 1 HOUR UL U425; DUPONT NFPA 285 B43STC RATING / SOURCE: r , 5.4 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR -V LUE: CLEAR R-VALUE: 23 CLEAR U-VALUE: r FIBER CEMENT PANEL COLD -FORMED FURRING � SkMBLIE/ 2 112" VERTICAL Z-GIRTS @ 16" O.C. ' /I 2" EXTRUDED POLYSTYR BO,�RD (XPS) INSULATION (R-10 MIN.) / WEATHER RESISTIVE AIARIIER / CONCRETE MASONRY WTA GROUT SOLID Must strictly meet all requirements of UL V/ IU425, including use of proprietary gyp ,/� board products. Reference sheets A0.12 / I& A0.13 for UL U425 assembly A `requirements. I `,�`'``,�� L 2 - zs- - - - - - -7 Z= aV�C N77 F� PAIVI€D- GRK FIRE RATING / SOURCE: 3 HOUR / WB BLE 722. . B4*4 STC RATING / SOURCE: ♦ , CLEAR R-VALUE: CLEARV-VA'kUE: B405 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEIPLIES -\/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER , CONCRETE MASONRY UNIT- GROU SOLID`. I CMU WALL W/ FC PANEL -WHITE FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 722.3.2 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: k FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2-1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R 10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER _1A 5/8" GYPSUM WALLBOARD - TYPE X FIBER CEMENT LAP SIDING 3 @ GARAGE C B FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 KSTC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2-112" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER (2) LAYERS 5/8" GYPSUM WALLBOARD - TYPE X COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER (2) LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 2 �J I FIBER CEMENT LAP SIDING 3 @ GARAGE 11-1 FIRE RATING / SOURCE: 2 HOU / UL U425; O&C NFPA 28 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: FIBER CEMENT LAP SIDING SUB -FRAMING THERMAL SPACER - 2 112" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM SHEATHING TYPE X MOISTURE RESISTANT COLD -FORMED METAL FRAMING, SEE STRUCTURAL w/ THERMAL BATT INSULATION (R-13 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X I FIBER CEMENT LAP SIDING 3 @ GARAGE ENTRANCE FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 B KI.53 STC RATING /SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: X501 5/8" GYPSUM WALLBOARD - TYPE X SUB -FRAMING THERMAL SPACER - 2-1/2" VERTICAL DEPTH @ 16" O.C. 2" EXTRUDED POLYSTYRENE BOARD (XPS) INSULATION (R-10 MIN.) WEATHER RESISTIVE AIR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X 6" NON-STRUCTURAL METAL STUDS w/ INSULATION (R13) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X 11-HR METAL STUD BASEMENT WALL C I FIRE RATING / SOURCE: 1 HOU / UL U425; DUPONT NFPA 285 STC RATING / SOURCE: CLEAR R-VALUE: 23 CLEAR U-VALUE: WOOD - 06 FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 3 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL - 1 FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 601 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 1 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL - 1 FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 Li6.2 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 1 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS w/ BATT INSULATION (R-21 MIN.) VAPOR BARRIER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT PANEL 2 - VERTICAL FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 693 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: FIBER CEMENT PANEL COLD -FORMED FURRING ASSEMBLIES - 3 1/2" VERTICAL Z-GIRTS @ 16" O.C. WEATHER RESISTIVE AIR BARRIER -- - 1/2" PLYWOOD SHEATHING `Must strictly meet all requirements of WP 8418, 2 LAYERS 5/8" GYPSUM SHEATHING -TYPE X- MOISTURE lincluding use of proprietary gyp board products. RESISTANT ((reference this sheet for complete assembly 2x8WOODSTUDSWITHBATTINSULATION(R-21 MIN.) ,requirements).- _F _-_-_-_-_-_-_� 1/2" RESILIENT CHANNELS A-Ij VAPOR RETARDER 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X FIBER CEMENT PANEL 1A (WHITE) @ELEVATOR FIRE RATING / SOURCE: 2 HOUR / GA WP 8418 6 • STC RATING / SOURCE: 4 CLEAR R-VALUE: CLEAR U-VALUE: FIBER CEMENT LAP SIDING 1 x 3 PRESSURE TREATED FURRING WEATHER RESISTIVE AIR BARRIER PLYWOOD SHEATHING 2 x 6 WOOD STUDS WITH BATT INSULATION (R-21 MIN.) VAPOR RETARDER 5/8" GYPSUM WALLBOARD - TYPE X NOTE: 1-HOUR RATING PROVIDED FROM THE INSIDE ONLY FIBER CEMENT LAP SIDING FIRE RATING / SOURCE: 1 HOUR / WSBC 722.6.2 - 2015 K69 STC RATING / SOURCE: CLEAR R-VALUE: 21 CLEAR U-VALUE: GENERAL NOTES - EXTERIOR WALLS GENERAL NOTES: 1. MAXIMUM STUD SPACING IS 16 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. 4. TYPICAL GYPSUM SHEATHING THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 5. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 6. GALVANIZED METAL STUDS ARE REQUIRED FOR ALL EXTERIOR WALLS. REFER TO SECTION 05 40 00 FOR REQUIRED THICKNESS. 7. WHERE THE WEATHER RESISTIVE BARRIER (WRB) IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, Q4 SEAL ALL EDGES, INTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. MODIFIER A: NO INSULATION & COLD -FORMED FURRING ILO B-FRAMING THERMAL SPACER 9. UUPONT NFPA 285: SEE SHEET A0.14 FOR ASSEMBLY DETAILS. 10. UL U425: SEE SHEETSA0.12 &A0.13 FOR ASSEMBLY DETAILS. FIRE RATED WALLS: 1. SEAL ALL EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED WALLS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHOD" y CLIMATE ZONE 5 AND MARINE 4 All Other Group R Rmif% Insulation cntirck above deck R-38ci �t ally, above Gradc Mass R-9.5` ci Steel framed R-13 + R- 106 \i'cxwd tiamed and other I R-21 int R-13.36 R-19 + R-8.5C1 R-21 int 9281 t -1 a',� Of ►'iw _- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK &ASSOCIATES, PLLC N CD 00 z V) 0 f Z z O `_ . >a V W 0 0 z z L.L O > OJ LU 0 z Olw/100 CD >_ o O� O CD J o r1_ O I- C:) = Z N z N Q "' D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR ASSEMBLIES PERMIT/GMP SET E PROJECT NUMBER /21/2021 184470 S UL U425 BXUV -Fire Resistance Ratings -ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Desian Criteria and Allowable Variances Design No. U425 June 10, 2021 Bearing Wall Rating - 3/4 Hr., 1, 1-1/2 or 2 Hr. (See Items 2, 4 and S) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV? *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. INTERIOR OR EXTERIOR WALL (FIRE FROM EITHER SIDE), SEE TABLE I OPTIONAL- EXTERIOR FACINGS OUTLINED IN ITEM 5 2, Steel Studs - Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S- 12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 2A. Steel Studs - Framing Members* - In lieu of Item 2 - Min 3-1/2 in. wide, No. 20 MSG (0.0329 in., min bare metal thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 2.4 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. EB METAL INC - NITROSTUD 2B. Steel Studs- Framing Members* - In lieu of Item 2- Min 3-5/8 iv. wide, No. 20 MSG (0.036 in. min. thickness) corrosion protected cold formed steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used). Studs attached to floor and ceiling tracks with 1/2 in. long Type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. BAILEY METAL PRODUCTS LTD 3. Lateral Support Members - (Not Shown) - Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Gypsum Board* - Any 1/2 in. thick UL Classified Gypsum Board that is eligible for use in Design No. X515. Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally unless specified below. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as follows: TABLE 1 Interior or Exterior Walls (Fire From Either Side) Wallboard Protection Both Sides of Wall - No. of Layers & Thkns % of Rating of Board In. Each Layers Design Load 45 min 1 layer, 1/2 in. thick 100 1 ^r 1 layer, 5/8 in. thick 100 1-1/2 hr 2 layers, 1/2 in. thick 100 2 2 layers, 5/8 in, thick or 80 AMERICAN GYPSUM CO ;View Classification),- CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO;Vi(,-w Classification)-CKNX.R19374 CABOT MANUFACTURING ULC ,(View Classification) - CKNX.R25370 CERTAINTEED GYPSUM INC (View Classification) -CKNX.R3660 CGC INC,(View Classification),-CKNX.R197S1 CERTAINTEED GYPSUM INC (View Classification) - CKNX,R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification)-CKNX.R2717 LOADMASTER SYSTEMS INC ,(View Classification)-CKNX.R11809 NATIONAL GYPSUM CO (View Classification)- Riyadh, Saudi Arabia -CKNX,15208 NATIONAL GYPSUM CO (View Classification)-CKNX.R3S01 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification)-CKNX.R7094 PANEL REY S A (View Classification)-CKNX.R21 196 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification)-CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification),-CKNX.R27S17 THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO (View Classification).- CKNX.R40305 UNITED STATES GYPSUM CO (View Classification)-CKNX.R1319 USG BORAL DRYWALL SFZ LLC _(View Classification), - CKNX.R38438 USG MEXICO S A DE C V (View Classification)-CKNX.R16089 4A. Gypsum Board - Nom. 3/4 in. gypsum board applied vertically with joints between layers staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are shown in the table above. CGC INC-Types AR, IP-AR, IP-X3, or ULTRACODE UNITED STATES GYPSUM CO -Types AR, IP-AR, IP-X3, or ULTRACODE USG BORAL DRYWALL SFZ LLC-Type ULTRACODE USG MEXICO S A DE C V- Types AR, IP-AR, IP-X3, or ULTRACODE 4B. Gypsum Board* - (As an alternate to Item 4) - Nom. 5/8 in. thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal buttjoints in adjacent layers on interior v,ialls (multilayer systems) staggered a min of 12 in. GEORGIA-PACIFIC GYPSUM L L C - GreenGlass Type X, Type DGG NATIONAL GYPSUM CO- Type FSW-6. CERTAINTEED GYPSUM INC - GlasRoc 4C. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 6. GEORGIA-PACIFIC GYPSUM L L C - Type X ComfortGuard Sound Deadening Gypsum Board. NATIONAL GYPSUM CO T-;(,pe ' EB%VB 4D Wall and Partition Facings and Accessories* - (As an alternate to Item 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES. 4E. Wall and Partition Facings and Accessories* - (As an alternate to Item 4) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 527. 4F, Gypsum Board* - (As an alternate to 5/8 in. Type FSW in Item 4) - Nom. 5/16 in. thick gypsum panels applied vertically. Two layers of 5/16 in. for every single layer of 5/8 in. gypsum board described in Item 4. Horizontal joints on the same side need not be staggered. Inner layer of each double 5/16 in, layer attached with fasteners, as described in item 4, spaced 24 in. OC. Outer layer of each double 5/16 in. layer attached per Item 4. NATIONAL GYPSUM CO -Type FSW. 4G. Wall and Partition Facings and Accessories* - (As an alternate to 5/8 in. thick board as outlined in Item 4) - Nominal 1-3/8 in. thick, 4 ft wide panels, applied vertically or horizontally. Fastened to studs as described in item 6. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 545 S. Gypsum Boards - For exterior walls, Rating from Interior Side Only - 1/2 or 5/8 in. thick Classified or unclassified gypsum boards applied vertically and attached to studs and runner tracks with 1 in. long Type S-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum board. a. Siding, Brick, or Stucco - Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in, thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (Item 10) may be used. SEE SHEET A0.13 FOR CONTINUED ASSEMBLY DESCRIPTION met 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 M Z V) O Z z O� >a W 0 Z z LL O O ^ J IiJ N LU O z O > v00 J CD o O� O CD J o O C:)= Z N z N Q � Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR ASSEMBLIES - DATA SHEETS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 b. Cementitious Backer Units* — 1/2 or 5/8 in. thick, attached vertically or horizontally to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, wafer head steel screws, spaced 8 in, OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO —Type DCB NATIONAL GYPSUM CO— lype PermBase, or DuraBacker Fiber -Cement Siding — Fiber -cement exterior sidings including smooth and patterned panel or lap siding. d- Molded Plastic* — Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. ALSIDE, DIV OF ASSOCIATED MATERIALS INC e. Wood Structural Panel or Lap Siding — APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood core, per PS 1 or APA Standard PRP-108, including textured, rough sawn, medium density overlay, brushed, grooved and lap siding. f. Building Units* — (Not Shown) — 3 in. thick 18 x 24 in. cellular glass blocks, applied to the gypsum board (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum 24 in. OC. F anchors fastened to framing members with 1-1/4 in. long #6 drywall screws. PITTSBURGH CORNING LLC— FOAMGLASaT3+ Block, FOAMGLASSI T4+ Block, FOAMGLAS$ S3 Block, FOAMGLASS F Block 6. Fasteners — (Not Shown) — Screws used to attach wallboard to studs: self -tapping bugle head sheet steel type, spaced 12 in, O.C. First layer Type S-12 by 1 in. long for 1/2 and S/8 in. thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-S/8 in, long for 1/2 and S/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third layer Type S-12 by 1-7/8 in. long. Fasteners when Item 4G is used: First layer #6 x 2 in. long drywall screw spaced 8 in. OC along the perimeter and 12 in. OC in the field. Second layer #6 x 4 in. long drywall screw spaced 8 in. OC along the perimeter and 12 in. OC in the field. Horizontal joints to be staggered 12 in, between layers. 7. Batts and Blankets* — Placed in stud cavities of all exterior walls. May or may not be used in interior walls, Any glass fiber or mineral wool bats material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity. See Batts and Blankets* (BZJZ) Category for names of Classified companies. 7A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — (100% Borate Formulation) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 Ib/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/fti, in accordance with the application instructions supplied with the product. U S GREENFIBER L L C — INS735, INS745, INS75OLD for use with wet or dry application. INS765LD and INS773LD are to be used for dry application only. 7B. Fiber, Sprayed* — As an alternate to Item 7 — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 4.58 Ib/ft3, NU -WOOL CO INC — Cellulose Insulation 7C, Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 7) — Spray applied cellulose fiber, The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Ibs/ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 7D. Fiber, Sprayed* — (Optional) — As an alternate to Batts and Blankets (Item 7) — Spray applied mineral wool insulation. The fiber is applied with adhesive, at a minimum density of 4.0 pcf, to completely fill tke enclosed cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC—Type Rockwool Premium Plus 8. Joint Tape and Compound — (Not Shown) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layer. Perforated paper tape, 2 in- wide, embedded in first layer of compound over all joints of outer layer. 9. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. 10 Foamed Plastic* —;Optional, Not Shown) For use with brick veneer as outlined in Item 5a - Maximum 2 in. thick rigid polystyrene insulation attached to studs with fasteners of ATLAS MOLDED PRODUCTS, A DIVISION OF ATLAS ROOFING CORPORATION — Type ThermalStar OWENS CORNING SCIENCE AND TECHNOLOGY, LLC 10A. Foamed Plastic* — (Optional, Not shown) — For use with brick veneer as outlined in Item 5a - Mortar drop protection - Foamed plastic with mortar control device attached, continuous, by drainage holes at bottom of air space behind brick veneer, OWENS CORNING SCIENCE AND TECHNOLOGY, LLC — WeepGuard 10B. Foamed Plastic* — Polyisocyanurate foamed plastic insulation boards, any thickness, Classified in accordance with BRYX and / or CCVW. May be used with any exterior facing shown under items Sa, Sc, 5d and 5e. ATLAS ROOFING CORP — "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC—Type R2+ SHEATHE DUPONT DE NEMOURS, INC. — Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP), TUFF-RT`" ci Insulation, Thermax Butler Stylwall Insulation Board and Thermax Morton Heavy Duty Insulation Board FIRESTONE BUILDING PRODUCTS CO L L C — "Enverge"' Cl Foil Exterior Wall Insulation" and "Enverge"' Cl Glass Exterior Wall Insulation" HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC —Type "Xci-Class A"," Xci 286", "Xci Foil (Class A)", "Xci CG", "Xci Foil", 'Xci CG NH", "Xci Foil NH" RMAX, A BUSINESS UNIT OF SIKA CORPORATION — Types "TSX-8500", "ECOMAXci FR", "TSX-8510", "ECOMAX xi FIR White", "ECOMAXci", "ECOMAXci FIR Air Barrier", "Thermasheath-XP", "Thermasheath", "Durasheath", Thermasheath-3-, "Durasheath-3". JOHNS MANVILLE —Type "AP Foil -Faced Foam Sheathing" IOC, Building Unit* — Polyisocyanu rate foamed plastic composite insulation boards, any thickness, Classified in accordance with BZXX. May be used with any exterior facing shown under items 5a, Sc, 5d and 5e. HUNTER PANELS, A DIVISION OF CARLISLE CONSTRUCTION MATERIALS, LLC—Type "Xci NB" and "Xci Ply" LAMINATORS INC — Type "Omega ci" RMAX, A BUSINESS UNIT OF SIKA CORPORATION —Types Thermasheath-SI, ECOBASEci, ECOMAXci FIR Ply, ThermaBase-CI, "ECOMAXci Ply'', attached to studs with Type S screws long enough to penetrate the studs a mminum of three threads. 10D. Foamed Plastic* — (As an alternate to Item 10 - Not Shown) — Expanded polystyrene insulation installed to a maximum nominal density of 2.0 Ib/ft2. BASF CORP STYRENIC FOAMS DIV --Type Neopor 7" Series 10E. Foamed Plastic* — (Optional, As an alternate to Item 10 - Not Shown) — Spray applied, foamed plastic insulation, at any thickness, Classified in accordance with CCVW. May be used with any exterior facing shown under items 5a, 5c, 5d and 5e. CARLISLE SPRAY FOAM INSULATION —Types. SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO. 11. Cementitious Backer Units* — (Optional, Not Shown - For Use as an additional layer over required gypsum boards) - 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum o` 3/8 in. spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO —Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 12, Wall and Partition Facings and Accessories* — (CLBV) (Optional, Not Shown) — For use with Item 1, Items 2 and 2A, Item 3, Item 4 to 4B, Item 6, Item 7, Item 8 and Item 9. For maximum fire rating of 1 hour. On one side of the wall, over the first layer of Gypsum Board (Item 4 to 4B), install RefleXor membrane with the gold side facing outwards. Membrane installed with T50 staples spaced 12 inches on center in both directions as per manufacturer's instructions, seams in membrane to be overlapped by 2 inches. When RefleXor membrane is used an additional layer of Gypsum Board that is identical to the one used in the first layer and as specified in Item 4 to 4B shall be installed over the membrane. The additional layer of Gypsum Board to be installed through the membrane to the stud as specified in Item 4 to 4B except the fastener length shall be increased by a minimum of S/8 inch. Install Batts and Blankets in the stud cavity as per Item 7. On the other side of the wall prior to the installation of the Gypsum Board install Resilient Channels , 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with min. 1-1/4 in, long drywall screws and washers spaced at 16 in, OC on the perimeter of the panel and 8 in. OC in the field of the panel. Over the SONOpan panel install the same Gypsum Board as specified in Item 4 (or 4 alternates) with the fastener length increased by rninimum 3/4 inch. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsurn Board. Alternately, on the other side of the wall prior to the installation of the Gypsum Board (Item 4), install 3/4 in. thick SONOpan panels, secured to one side of studs either horizontally or vertically, Panels secured to each stud with min. 1-1/4 in. long drywall screws spaced 12 in. OC. Over the SONOpan, install 25 MSG galv steel, Resilient Channels, spaced vertically 24 in. OC. Resilient Channels fastened through panels to each stud with min. 2 in. long drywall screws or self -tapping screws. Over the Resilient Channels install Gypsum Board as specified in Item 4 (or 4 alternates) with drywall screws as specified in Item 6. Panels not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. MSL — RefleXor membrane, SONOpan panel. 13. Wall and Partition Facings and Accessories* — ;Optional, Not Shown) - When the Wall Assembly is used as an External Wall, on the External side of the wall one of the following Wall and Partition and Facing Accessories may be used, refer to items (A) to (C) below. A. Non Insulated System with Metal Channels — Install moisture barrier over the Gypsum Board Item 4 and Install Acry Metal Channels vertically at a horizontal spacing not greater than 24 inches OC over the moisture barrier. Acry Metal Channels attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Install Acrytec Panels on Acry Metal Channels using 1-1/4" long corrosion coated stainless steel screws spaced at a max spacing of 24 inches OC, along with manufacturer's approved adhesive (3M 540 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels shall be Tremco illmod 600 pre compressed polyurethane foam sealant. B. Insulated System with Metal Channels —Install moisture barrier over the Gypsum Board Item 4. Install galvanized Z girt channels specified by the manufacturer over the moisture barrier and the Gypsum Board Item 4. Z girt channels to be installed horizontally at a max. spacing of 24" OC. Z girt channels attached through the Gypsum Board and the moisture barrier to the Steel Studs Item 2, with screws provided by the manufacturer at a max spacing of 24 inches OC. Install mineral wool insulation between the Z girts. Maximum thickness of mineral wool insulation not to exceed 6 in. As per manufacturer's instructions install Acry Metal Channels vertically over the Z girts at a max horizontal spacing of 24 in. OC. Acrytec Panels installed on Acry channel with 1-1/4" long corrosion coated stainless steel screws at a max spacing of 24 in. OC, along with manufacturers approved adhesive (3M S40 or Tremco Vulcum 116). Adhesive to be applied in a zigzag pattern along every channel. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. C. Non Insulated Wood Strapping System — Install moisture barrier over the Gypsum Board Item 4 and Install 1 " x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC„ over the moisture barrier. 1" x 3" wood strapping attached through the moisture barrier and the Gypsum Board to the Steel Studs Item 2, using fasteners specified by the manufacturer and fasteners spaced max., 24 in. OC. Acrytec Panels to be installed on the 1" x 3" wood strapping using manufacturers approved stainless steel fasteners spaced at maximum 24 inches OC along with Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap. Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant. D. Insulated Wood Strapping System — Install moisture barrier over the Gypsum Board Item 4, Install Extruded Polystyrene Insulation over moisture barrier, max thickness of insulation not to exceed 4 inches. Install 1" x 3" wood strapping vertically at a horizontal spacing not greater than 24 inches OC. Wood strapping attached through the Insulation, the Gypsum Board and moisture barrier to the Steel Studs Item 2 using fasteners specified by the manufacturer and fasteners spaced max. 24 in. OC. Acrytec Panels to be installed over the wood strapping using manufacturers approved stainless steel fasteners at a max spacing of 24 in. OC and Tremco Vulcum 116 adhesive applied in a zigzag pattern along every wood strap, Joint treatment in between panels to be Tremco illmod 600 pre compressed polyurethane foam sealant, ACRYTEC PANEL INDUSTRIES — Nominal 5/8 inch thick Acrytec Panel. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2021-06-10 928t #� OF W - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 M Z to 0 Z z O >Q lJl W 0 Z z L.L O OJ o O z 0 > v00 CD e O� O CD J o O C:)= Z N z N Q � Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR ASSEMBLIES - DATA SHEET CONTINUED PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 DUPONT NFPA 285 - ASSEMBLY - DESIGN Code Update 4DUPONt► NFPA 285 Compliant Wall Assemblies With DuPont Tyvek`Commercia[ Air and Water Barrier Systems I. Base Wall System 1. Concrete Wall 2. Concrete Masonry Wall (CMU) 3. Standard Clay Brick Wall 4. Adobe Block Wall 5. Wood Studs (untreated or Fire Retardant Treated-): nominal2"X4" or greater (24" on center maximum) a. Interior wallboard: minimum of 1 layer of 5/8" Type X gypsum on interior face of studs b. Interior vapor barrier (optional):1 layer of maximum 6 mil thick polyethylene plastic or equivalent can be applied Note: Consider climate zone requirements and moisture resistant wall assembly design before installation. c. Cavity insulation: None or any noncombustible insulation (faced or unfaced) d. Exterior Sheathing: Any thickness of plywood or OSB (untreated or Fire Retardant Treated-) on exterior face of studs*, OR Minimum 5/8" thick Type X gypsum on exterior face of studs `Minimum 5/8" thick Type X gypsum must be installed over plywood or OSB when installed on exterior face of studs e. Top plates: Minimum of two top plates at floor lines. For Fire Retardant Treated (FRT) framing or sheathing, ensure chemical compatibility with other wall assembly components- 6. Steel Stud Framed Wall: minimum 20-gauge, 3-5/8" studs, with lateral bracing every 4 feet vertically (24" on center maximum) a. Interior wallboard: minimum of 1 layer of 5/8" Type X gypsum wallboard on interior face of studs b. Interior vapor barrier (optional):1 layer of maximum 6 mil thick polyethylene plastic or equivalent can be applied Note: Consider climate zone requirements and moisture resistant wall assembly design before installation, c. Cavity insulation: None or any noncombustible insulation (faced or unfaced) I Floorline firestopping (Required for curtainwall construction): 4 lb./cu. ft. mineral wool (e.g. Thermafiber') in each stud cavity and at each floorline - attached with 2-clips or equivalent e. Exterior sheathing: None or minimum 5/8" thick, Type X gypsum sheathing installed on exterior face of studs (Note: Minimum 5/8" thick Type X gypsum gypsum must be installed on exterior face of studs when combined with Extruded Polystyrene Foam Insulation (XPS) as the continuous insulation layer.) II. Air and Water Barrier Applied to base wall OR over exterior insulation 1. None 2. DuPont"Tyvek"CommercialWrap' 3. DuPont" Tyvek' CommercialWrap' D 4. DuPont" Tyvek' ThermaWrap" LE 5. DuPontf'Tyvek' Fluid Applied WB+'"***: Nominal 25 wet mil thickness. NOT to be applied OVER exterior insulation. Note: Any air and water barrier to be installed in accordance with manufacturer installation instructions. Flash windows, doors, and other exterior penetrations with asphalt, acrylic, or butyl -based flashing tape with amaximum 12" width. Use e primer when applicable, unless otherwise noted by flashing manufacturer. DuPont-Tyvek' Fluid Applied Flashing and joint Compound+ can be used with Air and Water Barrier #5. I�r III. Drainage Mat Applied to I. Base Wall, or II, Air and Water Barrier, or IV. Exterior Insulation 1. None 2. DuPont- Tyvek' DrainVent" Rainscreen-Limited to use as: a. Must be used in conjunction with any air and water barrier in Section It. Note: DuPont'"Tyvek' Fluid Applied WB+'" NOT to be installed directly over Tyvek' DrainVent-. b. Exterior Claddings #1411 in Layer V when no air gap is present between the veneer and the Tyvek' DrainVent-. IV. Exterior Insulation 1. None 2. Any unfaced noncombustible insulation 3. DuPont"Thermax" Brand Polyisocyanu rate Insulation: Total thickness to be a minimum of 5/8" to maximum of 4.25" a. A maximum of 3" total thickness can be used with Exterior Cladding (#4, #5, and #7). b. A maximum of 4.25" total thickness can be used with Exterior Cladding (#1, #2, #3, #6, #8, and #9). 4. DuPont" Styrofoam" Brand Extruded Polystyrene Foam Insulation (XPS), or other XPS brands complying with; - Type IV per ASTM C578: Total thickness to be a minimum of 1/2" to maximum of 3". On insulation joints, an asphalt or butyl -based flashing tape with a 4" maximum width can be used. Use any header treatment shown in NFPA 285 Window Head Detail Options, Figures 1-6 for all window and door openings in the exterior wall. 5. Note: When Thermax" Brand Insulation or Styrofoam- Brand Foam Insulation is used as Exterior Insulation, all exterior insulation joints, through -wall penetrations, window, and door openings can be flashed with one of the following: a. DuPont" LiquidArmor- CM Flashing and Sealant -max. 60-mil wet thickness, max. 5-inch width b. DuPont" LiquidArmor" LT Flashing and Sealant- max. 35-mil wet thickness, max. 5-inch width c. DuPont" LiquidArmor" QS Flashing and Sealant -max. 60-mil wet thickness, max. 5-inch width d. Great Stuff Pro --Use on joints that are 51/4-inch, vertical joints must be staggered & remove significant excess from face of Thermax'" V. Exterior Cladding 1. Brick Standard nominal 4" thick, clay brick. Use standard brick veneer anchors installed maximum 24" on center vertically on each stud with a 2" maximum air gap between exterior insulation and brick. 2. Stucco Minimum 3/4" thick, exterior cement plaster and lath. An optional secondary water -resistive barrier can be installed between the exterior insulation and the lath. The secondary water -resistive barrier shall not be full -coverage asphalt or butyl- based self- adhered membranes. (Can not be combined with Exterior Insulation: #4-XPS) 3. Stone Veneer Minimum 2" thick, limestone or natural stone veneer or minimum 1-1/2" thick cast artificial stone veneer. Any standard installation technique can be used. 4. Fiber Cement Siding or Panels (noncombustible) Any standard installation technique can be used. (Can not be combined with Exterior Insulation: #4-XPS) 5. Metal Exterior Wall Coverings Including but not limited to steel, aluminum, and copper installed using standard installation techniques, (Can not be combined with Exterior Insulation: #4-XPS) 6. Terracotta Cladding Use any terracotta cladding system in which terracotta is minimum 1-1/4" thick. Any standard installation technique can be used. 7. Metal Composite Material (ACM/MCM) Use any ACM/MCM system that has been successfully tested by the panel manufacturer via NFPA 285 test method. (Can not be combined with Exterior Insulation: #4-XPS) 8. Concrete Masonry Units (CMU) Minimum 2" thick CMU, with a 2" maximum air gap between exterior insulation and CMU. 9. Concrete Panels or Precast Concrete Minimum 1.5" thick panel, with a 2" maximum air gap between exterior insulation and concrete panel. 10. Insulated Concrete Sandwich Panels Minimum 2" outer and inner faces. Maximum 2" air gap between panel and wall system. Note: All exterior veneer/cladding systems must be installed in accordance with manufacturer's installation instructions and with applicable building codes. 11. Tab II Plus Wall System Minimum 1/2" thick thin brick veneer applied to a steel panel with Tabs II Mastic and Type S mortar. NFPA 285 Window Head Detail Options for All Exterior Window and Door Openings Tyvek WRB and XPS Continuous Insulation Figure 1: NFPA 285 Head Detail Option 1 43'M1«X 4.w"n Figure 3: NFPA 285 Head Detail Option 3 aw..n Figure 2: NFPA 285 Head Detail Option 2 Figure 4: NFPA 285 Head Detail Option 4 ' rovev wa M1m,q•�nNN,nq ra,m s N— _� lbrof'1951nuYuw n,.,.e,yw•I r..s.r vren.v _Ew pP,n _mwvw nY nv.a �-�_ !r j 1 I a /'vYkn SVY1+ D,Po.'SNIAan,..IIN"w - -- � ligwjrwYfrYmlrq -%; N•wwY,aer.gwq _L Paq.aErM1n. Tyvek WRB and XPS Continuous Insulation (cont.) Figure 5: NFPA 285 Head Detail Option 5 I_ rAa sDarn I I DVD«•a'TYura•nW I I - ..� roaYewe.- _• j 1lnppniS'a1l 1pvmrq sled Stud - TemrYtion FrynlrEa I I yr rwvYPn trz'tyye x Mnerw Ntd fire Snnnq tram. lkklso wba Flo+in9.eM1 - MYUgamv Dm"p DYPD[w' Sealantforl!"ehe Fluid Applied sYsterrr .P.,.SecrArIt erect FUshing Tyvek WRB and Thermax Brand Insulation Figure 7: NFPA 285 Head Detail Option 7 n.wvr sra- rma r <MP4,m VNllrw"I yd-iyoe -x'Exler sren Sn.nrr•, W, -vT'atpn ac'oc w/ Ulerw 60"p 9'-0'yanc. s'sYei eDe wDeF. - �o«n-sAi nJw.a / ronp )' 1 Wfn' Tea w puDVnl y[r Aan.rod naaup rA,Wa'"t-. �gweas'impanaum upn ennwcYDary rvvcn•(on.•cvueMM Commarc Ww w o Fn ACN Pycl F,aM« Sy[rom wrc[onnx wro[im,p,iro �. zY.a FrDm,[q cowr[•e F" al Taod aue FlNep ouwve's.v Aana rm F Imnq NarCNnMSlnsplletl Dnr ldwrr«ry Ycwmmenampns Awmroum Drorap a wDValluDiUY,Yq Figure 6: NFPA 285 Head Detail Option 6 _-upmrxnrowimn _-MinerY VNDIf e5apnq Eneom DuPom' Sewn[ rpr Iwet FWM Apolndsi I DUPmi' sFP-Mne•ed f4annq. Tyvek WRB and Thermax Brand Insulation (cont.) Figure 9: NFPA 285 Head Detail Option 9 n [ayvr q/Y Tn,a, Tvpv'a' cvpwmwnnbwre 5le'Type-X'Exlergr suw sweF r.n vqw 3ir2' bNM bl'QC. v.Y I aYrw a,alnq a'a w,ncwh a' Steel aca Neeeer- WGAS[ud[ � DWont SeilldnPrp) Apph,d «rY,g S IY E ADDaea nmhinq a Ipint cm,pmad � DVDo-rf Tnermei upw-Ievp - upanexror dred"o T-'Fkm Ap . wN"scemb,ne r\ Mpenis E,renorsa�n ny Ctn for HleUmeN ry sn,e Framing IDpd rimnlnq W 1 WEWEa' Fa,E Pllrrrod Fiwnmq a Ivm[Can,l[wn4 Nei QYrmeN Inf W4ea pperommv4 u'«ef aA,m,v,m ororap a prvD[nuD Fwninp For additional NFPA 285 compliant wall assemblies utilizing DuPont- Tyvek" Commercial Air and Water Barrier products, referenced from other assembly component manufacturers, please call 1-800-448-9835 or visit building.dupont.com. Figure 8: NFPA 285 Head Detail Option 8 DuPont - Various NFPA 285 Complying Eatefwf Wall Constructions Using DuPont" Tyvek•, °id'01M TM""e^ HAI Project No. 1J1800088.000 Dated August 14, 2012, HAI Project No. 1111100088.000a Dated April 2.2.2013, cum va'ri.. npe'*- [v[•vn wanpo"e O up woman«e �ynnenl [sun iDaaW HAI Project No. 1pB00088,000b Dated April 2$ 2073, and HAI Project No, 111B00088002 Dated April2l, 2015. rnrxrnmvua..nv v commm<iuwrep n La'ivpv-Y C•te.m� w[umYa iR A[M PYMI Enun«sYYwn slue wa,r•,rp smi sivaE wro. new �I�-onpmu' o c .v rt wE[Eq+a wncavv cane, rmo w WDdawa Flan"nq / PPon' M[AdRncb nxning e•v«f aw FY+d.r u4q Stud[ invallee WinYhvlp r>e Ne•ubcWevs Y«Dmmn„eapnn[ DuP«a•sNr Aene"d Awmnumoro c.pa , 0U P 0NT' 3' IYYEM' rape p• Uu Wrt Sail AW.ved r1a[ninp u«: rlD�.nq For more information visit building.dupont.com or call 1-800-448-9835 This information is based on technical data that DuPont believes to be reliableIt is subject to revision as additional knowledge and eapenence are gained. DuPont makes no guarantee of results and assumes no obligation of liability in connection with this information. It is intended for use by persons having technical skid for evaluation under their specific end -use conditions at their own discretion and nsk Since conditions of use are outside our con:roLWE MAKE NO WARRANTIESEXPRESS OR IMPLIED INCLUDING WITH OUR LIMITATIONS NO WARRANTIES 0. MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE AND ASSUME NO LIABILITY INCONNECTION WITH ANY USE OF THIS INFORMATION. This mformauon is not intended as a license to operate under or a recommendation to Infringe any patent or technical mformalion of DuPont or others covering any material of its use DuPoni'. the DuPont Oval Logo, and all trademarks and service marks denoted with''v'' or v are owned by affi0ates of DuPont de Nemoun, Inc unless otherwise noted. ® 2020 DuPont. 43-1)100443-enNA-0120 COP 9281 � ►'Ifs - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V CD 00 M Z V� 0 Z Z O 0 V w o Z Z LL O OJ o o 0 z O ; �00 00 I J ro o O� O N O O � CD Z N Z LU Q N as REVISION DATE REASON FOR ISSUE B 12.18.21 City Comments #02 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 NFPA - 285 ASSEMBLY PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET NUMBER A0.1 e CONCRETE - 03 5/8" GYPSUM WALLBOARD - TYPE X 1 " Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 2-HOUR P1- L2 ELEVATOR/ STAIR SHAFT & SHEAR WALL FIRE RATING / SOURCE: 2 HOUR / TABLE 721.1(2) ITEM 4-1.1 3G*l STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 1" Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL 1" Z-GIRT @ 16" O.C. 5/8" GYPSUM WALLBOARD - TYPE X 3-HOUR SHEAR WALL FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 3KASTC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 1" Z-GIRT @ 16" O.C. CAST -IN -PLACE CONCRETE, SEE STRUCTURAL BENTONITE WATERPROOF 13-HOUR WALL WITH BENTONITE WATERPROOFING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(2) ITEM 4-1.1 13GeZ STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: MASONRY - 04 CONCRETE MASONRY UNIT *GROUT SOLID WHERE REQUIRED BY STRUCTURAL L ;lid Groute, CMU 2 @ L1 & P1 FIRE RATING / SOURCE: 3 HOUR / WBSC TABLE 721.1(2) 3-1 STC RATING / SOURCE: B492 CLEAR R-VALUE: CLEAR U-VALUE: WOOD - 06 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING 2 x 6 WOOD STUDS @ 24" O.C. w/ INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALLBOARD - TYPE X CORRIDOR/ DEMISING & SHEAR WALL FIRE RATING / SOURCE: 1 HOUR / GA WP 3242 6Bel STC RATING / SOURCE: 50-54 STC / NRCC TL-93-098 CLEAR R-VALUE: CLEAR U-VALUE: 6G 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING - WHERE OCCURS 2 x 6 WOOD STUDS @ 24" O.C. w/ INSULATION 1/2" RESILIENT CHANNEL 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X I Must strictly meet all requirements of WP 3825, including use of proprietary gyp board products.) ((reference this sheet for complete assembly ,requirements). 2-HOUR WALL FIRE RATING / SOURCE: 2 HOUR / GA WP 3825 - UL U301 STC RATING / SOURCE: 59 STC / PER CA DHS ASSEMBLY #1.2.2.5.5.3 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X WOOD STUDS @ 24" O.C. 5/8" GYPSUM WALLBOARD - TYPE X INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 6 A STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X WOOD STUDS @ 24" O.C. INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: 6 M CLEAR R-VALUE: CLEAR U-VALUE: METAL - 09 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 3, /4" 1 1/2" METAL CH SHAFT FRAMING w/o INSULATION 1" SHAFT LINER rust strictly meet all requirements of WP 7065.5,1 (Including use of proprietary gyp board products. (reference this sheet for complete assembly requirements).-------------- 2-HOUR SHAFT WALL FIRE RATING / SOURCE: 2 HOUR / GA WP 7065.5 5 G STC RATING / SOURCE: 50-54 STC / RAL T08-288B, 10-10-08 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X NON-STRUCTURAL METAL STUDS w/o INSULATION 5/8" GYPSUM WALLBOARD - TYPE X INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 5J91 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X 1/2" PLYWOOD SHEATHING - WHERE OCCURS 3 1/2" METAL STUDS w/o INSULATION 2 LAYERS 5/8" GYPSUM WALLBOARD - TYPE X IMust 7trictly meet all requirements 71 WP 1530, (reference this sheet for I 1 complete assembly requirements). ' - - - - - - - - - - - - - - J 12-HOUR WALL W/O INSULATION FIRE RATING / SOURCE: 2 HOUR / GAWP 1530 5J*2 STC RATING / SOURCE: 50-54 STC / ACI 1131 a, 7-14-64 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 3 1/2" NON-STRUCTURAL METAL STUDS w/o INSULATION INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 5MASTC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 5 1/2" NON-STRUCTURAL METAL STUDS w/ 3-1/2" GLASS FIBER INSULATION 5/8" GYPSUM WALLBOARD - TYPE X I- - ----------- �Must strictly meet all requirements of, WP 1072, (reference this sheet for complete assembly requirements). ' 1-HR NON-STRUCTURAL METAL STUD WALL FIRE RATING / SOURCE: 1 HOUR / GA WP 1072 91 STC RATING / SOURCE: 45 - 49 STC / NRCC 816-NV, 2-3-81 CLEAR R-VALUE: CLEAR U-VALUE: 5/8" GYPSUM WALLBOARD - TYPE X 3 1/2" NON-STRUCTURAL METAL STUDS w/o INSULATION INTERIOR PARTITION W/O INSULATION FIRE RATING / SOURCE: 0 HOUR 9mel STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: 1/2" TILE BACKER BOARD 1/2" COLD -FORMED HAT CHANNEL INTERIOR FINISH @ CONCRETE COLUMN FIRE RATING / SOURCE: 0 HOUR 9Me2 STC RATING / SOURCE: CLEAR R-VALUE: CLEAR U-VALUE: WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3380 GENERIC 1 HOUR 40 to 44 STC GYPSUM WALLBOARD, WOOD STUDS FIRE SOUND One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 24" on opposite sides. Horizontal bracing required at mid -height. (LOAD -BEARING) Thickness: 6 3/4" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R13194, 6, 6-17-52; UL R2717-39, 1-20.66; UL R3501-52, 3-15.66, UL Design U305; ULC Design W301) Sound Test: Estimated 2 HOUR 55 to 59 STC GA FILE NO. WP 3825 PROPRIETARY' FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard applied parallel to each side of 2 x 4 wood studs 24" o.c. with 1-1/4" Type W drywall screws 8" o.c. Face layer 5/8" type X gypsum wallboard applied parallel to each side with 2" Type W drywall screws 8" o.c. Joints staggered 24" each layer and side. Sound tested with resilient channels 24"- -- o.c. on one side and 3-1/2" glass fiber insulation in the stud cavity. (LOAD - BEARING) Thickness: 6-1/8" PROPRIETARY GYPSUM BOARD Approx. Weight: 13 psf Fire Test: UL RI4196, 11 NK09957, American Gypsum Company LLC............... 5/8" FireBloc® Type X Gypsum Board 7-22-11, UL Design U301 Sound Test: RAL TL11-164, 7-12-11 WALLS AND INTERIOR PARTITIONS, NONCOMBUSTIBLE 1 HOUR 45 to 49 STC GA FILE NO. WP 1072 GENERIC FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3-5/8", 18 mil (25 ga.), steel studs 24" o.c. with 1" Type S drywall screws 8" o.c. at vertical joints and 12" o.c. at floor and ; ceiling runners and intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with 3- 1/2" glass fiber friction fit in stud space. (NLB) Thickness: 4-7/8" Approx. Weight: 6 psf Fire Test: See WP 1350 (FM WPA5, 6-19-68; OSU T-1770, 8-61; ULC 79T484, 9T500,79T497, 8-12-81, ULC Design W415) Sound Test: NRCC 816-NV, 2-Ml 2 HOUR 50 to 54 FSTC GA FILE NO. WP 1530 GENERIC FIRE SOUND GYPSUM WALLBOARD, STEEL STUDS Base layer 1/2" type X gypsum wallboard or gypsum veneer base applied parallel to each side of 1-5/8", 18 mil (25 ga.), steel studs 24" o.c. with 1" Type S drywall screws 12" o.c. Face layer 1/2" type X gypsum wallboard or _ gypsum veneer base applied parallel to each side with 1-5/8" Type S drywall screws 12" o.c. Joints staggered 24" each layer and side. Sound tested with 1-1/2" mineral fiber Thickness: 3-5/8" insulation stapled in stud space. (NLB) Approx. Weight: 9 psf Fire Test: UC, 12-7-64 Field Sound Test: ACI 1131a, 7-14-64 to 54 GA FILE NO. WGYPSUM WALLBOARD, STEEL 2 SO STUDS GENERIC i FIREHOUR SOUN Base layer Vz" type X gypsum wallboard or gypsum veneer base applied parallel to each - side of 21/2" steel studs 24" O.C. with 1" Type S drywall screws 24" o.c. Face layer 1/2 type X gypsum wallboard or gypsum veneer base applied parallel to each side with 15/I" J Type S drywall screws 12" o.c. Joints staggered 24" each layer and side. Sound tested with 21k" glass fiber friction fit in stud space. (NLB) Thickness: 41/2" Approx. Weight: 9 psf Fire Test: See WP 1545 (UC, 9-7-64; ULC 80T499, 3-26-81, ULC Design W414) Sound Test: NRCC 798-NV, 2-2-81 2 HOUR 50 to 54 STC GA FILE NO. WP 7065.5 PROPRIETARY* FIRE SOUND GYPSUM PANEL PRODUCTS, STEEL C-H, C-T, OR I STUDS One layer 1" x 24" proprietary type X gypsum panels inserted between 2-1/2" floor and ceiling runners with tab -flange section of 2-1/2" steel C-H, C-T, or I studs between panels. �- - OPPOSITE SIDE: Base layer 5/8" proprietary type X gypsum wallboard applied parallel or at right angles to studs with 1" Type S drywall screws 24" o.c. Face layer 5/8" proprietary type X gypsum wallboard applied parallel to studs with 1-5/8" Type S drywall screws 12" o.c. Thickness: 3-3/4" Sound tested with 1-1/2" mineral fiber insulation friction fit in stud spaces. (NLB) Approx. Weight: 8.5 psf Fire Test: UL R6937, 09CA38295, PROPRIETARY GYPSUM PANEL PRODUCTS 10-27-09, UL Design V493 Georgia-Pacific Gypsum ULC 5/8" ToughRock® Fireguard X-Gypsum Board Sound Test: RAL TL08-288B, 10-10-08 1" DensGlass® Shattliner WALLS AND INTERIOR PARTITIONS, WOOD FRAMED GA FILE NO. WP 3244 1 GENERIC 77HOUR 50 to 54 STC FIRE SOUND GYPSUM WALLBOARD, RESILIENT CHANNELS, MINERAL OR GLASS FIBER INSULATION, WOOD STUDS Resilient channels 16' o.c. attached at right angles to ONE SIDE of 2 x 4 wood studs 16" f F o.c. with 1114" Type S drywall screws. Base layer 'is" type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 1" Type S drywall screws - - L 8" o.c. with vertical joints located midway between studs. Faca layer Ile type X gypsum wallboard or gypsum veneer base applied at right angles to channels with 11/e' Type S _ - drywall screws 8" o.c. Face layer joints offset 16" from base layer joints. 3' mineral or glass fiber insulation in stud space. OPPOSITE SIDE. One layer I/I' type X gypsum wallboard or gypsum veneer base applied Thickness- 6" parallel or at right angles to studs with 6d cement coated nails. 11;I" long. 0.0915" shank. Approx- Weight. 9 psf 1I/Ii heads. 7" o.c. Fire Test. Based on UL R14196. Vertical profs staggered 16' on opposite sides. (LOAD -BEARING) 05NK05371. 2-15-05. UL Design U305 Sound Test. NRCC TL-93-118. IRC-IR-761. 198 TABLE 721.1(2) RATED FIRE -RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS', o, P MINIMUM FINISHED THICKNESS FACE -TO - MATERIAL ITEM CONSTRUCTION FACE° (inches) NUMBER 4 3 2 1 hours hours hours hour 1-1.1 Solid brick of clay or shaW. 6 4.9 3.8 2.7 1-1.2 Hollow brick, not filled. 5.0 4.3 3.4 2.3 1. Brick of clay 1-1.3 Hollow brick unit wall, grout or filled with perlite vermiculite or expanded shale aggregate. 6.6 5.5 4.4 3.0 or shale 4" nominal thick units not less than 75 percent solid backed with a hat -shaped metal furring channel 3/4" thick formed from 0.021" sheet metal attached to the brick wall on 24" 1 2 1 centers with approved fasteners, and 1/2" Type X gypsum wallboard attached to the metal 5a furring strips with 1 %long Type S screws spaced 8" on center. 2. Combination 2-1.1 4" solid brick and 4" the (not less than 40 percent solid). - 8 of clay brick and load -bearing hollow clay the 2-1.2 4" solid brick and 8" tile (not less than 40 percent solid). 12 3-1.1 f- 9 Expanded slag or pumice. 4.7 4.0 3.2 2.1 3. Concrete 3-1.2f 9 Expanded clay, shale or slate. 5.1 4.4 3.6 2.6 masonry units 3-1.3f Limestone, cinders or air-cooled slag. 5.9 5.0 4.0 2.7 3-1.4r 9 Calcareous or siliceous gravel. 6.2 5.3 4.2 1 2.8 Siliceous aggregate concrete. 7.0 6.2 5.0 3.5 4. Solid Carbonate aggregate concrete. 6.6 5.7 concrete' 4-1.1 Sand -lightweight concrete. 5.4 4.6 Lightweight concrete. 5.1 4.4 GENERAL NOTES - INTERIOR WALLS GENERAL NOTES: 1. MAXIMUM STUD SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS FOR LOAD - BEARING AND SHEAR WALLS. 3. STUD SIZE OR WALL CORE THICKNESS ARE INDICATED ON THE WALL TYPE TAGS ON THE PLANS, REFER TO THE TAG LEGEND ON SHEET A0.01. 4. CORE WIDTHS SHOWN FOR DOUBLE STUD WALLS ARE MEASURED FROM ROOM SIDE FACE OF STUD TO ROOM SIDE FACE OF STUD (THE DEPTH OF BOTH STUDS PLUS THE AIR SPACE). 5. TYPICAL AIR SPACE IN DOUBLE STUD WALLS IS 1 INCH UNLESS NOTES OTHERWISE. 6. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 7. DO NOT USE METAL STUDS OR FURRING THINNER THAN 25 GAUGE. 8. ADJUST STUD GAUGE AND SPACING TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT ALL APPLIED LOADS FROM: FIXTURES, FURNISHINGS AND EQUIPMENT; CASEWORK; GRAB BARS; WALL FINISHES; PRESSURIZATION; ETC. FIRE RATED WALLS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: STUD GAUGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS OR OPPOSITE SIDES OF WALL, BRIDGING AND CROSS BRACING. 4. REFER TO SHEETA0.21FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED WALLS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. 3. DO NOT LOCATE RECESSED DEVICES ON OPPOSITE SIDES OF THE WALL WITHIN THE SAME STUD BAY UNLESS NO OTHER OPTION IS AVAILABLE THAT WILL RESULT IN MEETING ACCESSIBILITY REQUIREMENTS. IN SUCH CASE, CONSULT ARCHITECT AND ACOUSTICAL ENGINEER FOR REQUIRED PROTECTION OF OUTLET BOXES. 4. REFER TO DRAWING A11.01-A11.31 FOR ADDITIONAL DETAILS. 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. KtVI EWE D February 11, 2022 Reviewed by: DBeck IIIIBECK & ASSOCIATES, PLl N C] 00 M Z V) O Z z O Q G 0 � W 0 Z z LL O >_ OJ LU LU Qi p Z O > v00 00 J CD O O� O CD J o O I- O Z N z Q LU N o_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR ASSEMBLIES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 .0 CONCRETE - 03 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS MINERAL FIBER BOARD INSULATION (R-49), W/ ,r .... `.'.:`.. '''`•... MULITPLE ALTERNATING DIRECTION Z-FURRING (1) LAYER 5/8" TYPE "C" GYPSUM ------------ LEVEL 2 COURTYARD OVER CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1 (3), ITEM 1-1.1 H3.1 STC RATING /SOURCE: INSULATION: 0 H392 UL P718 Steel Beam or Steel Bar Joist 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION - SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS COLD -FORMED FURRING ASSEMBLIES 1.5"'T FURRING (1) LAYER 5/8" TYPE 'C' GYPSUM LEVEL 2 COURTYARD OVER PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: INSULATION: 0 Fire Rating Restrained-2 hour Unrestrained-1.5 hour System Thickness N/A Assembly Options Roof Covering • USG Securock0 Brand Cement Roof Board -1/2" (13 mm)_(UL Type DCB) • USG Securock0 Brand Gypsum -Fiber Roof Board -1/4" (6 mm)_(UL Tyoe FRX-G) • USG Securocke Brand Glass -Mat Roof Board -1/4" (6 mm)_(UL Type 5GMRX) Roof Substrate Thermal Barrier: Gypsum Board - 5/8 in. (15.9 mm) thick gypsum board 2.2 psf • USG SecurockO• Brand Gypsum -Fiber Roof Board - 5/8" (1�)_(�yoe FRX-G) • USG Securock0 Brand Glass -Mat of Board - 5/8" (16m )_( LI LType 5GMRX) Steel Deck - Min. 1-1/2 in. (38 mm) steel roof deck Structural Member - Steel beam or steel barjoist Spray - Applied fire resistive material (Reference UL design for application requirements) Remarks • Stud size is minimum unless otherwise stated in design. • For the most up-to-date information refer to the UL Fire resistance directory P718 C$' CONCRETE SLAB - SEE PLANS FOR THICKNESS CAPILLARY BREAK - SEE STRUCTURAL FOR DEPTH TYPICAL SLAB -ON -GRADE (P1) FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: 3Ael IIC RATING / SOURCE: INSULATION: N -ONCRETE SLAB - SEE PLANS FOR THICKNESS 3ENTONITE WATERPROOFING -APILLARY BREAK - SEE STRUCTURAL FOR DEPTH ELEVATOR PIT FLOOR FINISH (VARIES) ACOUSTIC UNDERLAYMENT (AT HARD FLOOR FINISHES) ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS 10" THICK FIBERGLASS BATT INSULATION STICK PIN TO BOTTOM OF CONCRETE SLAB (R-30) POLYPROPYLENE SCRIM CONDITIONED SPACE OVER PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: 55 STC / PER CA DHS #2.3.2.1.1.1 3Cel IIC RATING / SOURCE: 50 IIC / PER KNCP #AT001006 INSULATION: N METAL - 06 TPO ROOF MEMBRANE (1) LAYER 5/8" MOISTURE RESISTANT GYPSUM SHEATHING STEEL DECK, SEE STRUCTURAL SPRAY FIRESAFING MATERIAL HOLLOW STRUCTURAL SECTION, SEE STRUCTURAL (1) LAYER 5/8" GYPSUM BOARD LEVEL 1 SHED ROOF FIRE RATING / SOURCE: 1.5 HOUR / UL P718 5 • STC RATING / SOURCE: 1 INSULATION: 0 1" CAST UNDERLAYMENT ACCOUSTIC ISOLATION MAT 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST (SEE PLANS FOR SIZE) w/ 1-1/2" (2-1/2 PCF)-MINERAL FIBER BATT INSULATION (1) LAYER 5/8" TYPE "X" GYPSUM 1/2" RESILIENT CHANNELS (2) LAYER 5/8" TYPE "X" GYPSUM ELEV CONTROL ROOM FLOOR FIRE RATING / SOURCE: 2 HOUR / ESR-1153 -ASSEMBLY G STC RATING / SOURCE: 50 STC / PER ESR-1153 6F*2 IIC RATING / SOURCE: 64 IIC / PER ESR-1153 INSULATION: Y TRAFFIC COATING ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS LEVEL 1 PARKING OVER P1 PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / 55 STC / PER CA DHS 1.1 IC RATING / SOURCES• 50 IIC/ PER KN P #AT001006 3C*2 INSULATION: N FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT WHERE OCCUR CONCRETE UNDERLAYMENT ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS LEVEL 2 OVER LEVEL 1 CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / 3 C3 IC RATSOURCE: RATING / SOURCES 3C.4 INSULATION: N TRAFFIC COATING SLOPED CONCRETE TOPPING SLAB ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS 5" THICK XPS BOARD INSULATION STICK PIN TO BOTTOM OF CONCRETE SLAB (R30 MIN) LEVEL 2 DECK OVER LEVEL 1 CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: IIC RATING / SOURCE: INSULATION: N W0101MID 2" UNIT PAVERS PAVER PEDESTALS TPO ROOF MEMBRANE BUILT UP FRAMING W/ PLYWOOD SHEATHING 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I JOIST @ 12" O.C. - PER STRUCTURAL W/ FOAMED -IN -PLACE INSULATION (R49 MIN) VAPOR RETARDER (2) LAYER 5/8" TYPE 'X' GYPSUM LEVEL 6 EAST ROOF DECK FIRE RATING / SOURCE: 1 HOUR / TABLE 721.1(3), ITEM 21-1.1 H6STC RATING / SOURCE: INSULATION: I OMITTED TPO ROOF MEMBRANE POLYISO INSULATION (R38 ci MIN. ROOF DRAIN) ROOFING VAPOR RETARDER (AIR BARRIER) 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD TRUSS - PER STRUCTURAL (2) LAYER 5/8" TYPE "X" GYPSUM 1 0 11- \ T904i FIRE RATING / SOURCE: 1 HOUR / TABLE 721.1(3), ITEM 21-1.1 6 • STC RATING / SOURCE: 1 INSULATION: 6F*l 6G.1 1" CAST UNDERLAYMENT ACCOUSTIC ISOLATION MAT 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST (SEE PLANS FOR SIZE) w/ 1-1/2" (2-1/2 PCF)-MINERAL FIBER BATT INSULATION 1/2" RESILIENT CHANNELS (1) LAYER 5/8" TYPE "C" GYPSUM TYPICAL FLOOR (LEVELS 4 - 6) FIRE RATING / SOURCE: 1 HOUR / ESR-1153 - ASSEMBLY F STC RATING / SOURCE: 58 STC / PER CA DHS #2.1.4.2.1.9 IIC RATING / SOURCE: 50 IIC / PER CA DHS #2.1.4.2.1.9 INSULATION: Y FIRE RETARDANT TREATED DECKING FIRE RETARDANT TREATED 2XJOIST; SPACING PER STRUCTURAL TYPICAL BALCONY DECK (LEVELS 4 - 6) FIRE RATING / SOURCE: 0 HOUR / 1406.3 EXCEPTION 3 STC RATING / SOURCE: IIC RATING / SOURCE: INSULATION: N 1" GYPCRETE, SEE STRUCTURAL 7/8" PLYWOOD SHEATHING 4x T&G WOOD DECKING, SEE STRUCTURAL (1) LAYER 5/8" GYPSUM BOARD, TYPE X FIRE RATING / SOURCE: 1 HOUR / WSBC 703.3.3 #722.1 6 H STC RATING /SOURCE: IIC RATING / SOURCE: INSULATION: N TPO ROOF MEMBRANE POLYISO INSULATIO, (R38 ci MIN. ROOF DRAIN) VAPOR RETARDER 4 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD JOIST 2x10 MIN @ 16 O.C. PER STRUCTURAL 1/2" RESILIENT CHANNEL (2) LAYER 5/8" TYPE "C" GYPSUM ELEVATOR SHAFT ROOF FIRE RATING / SOURCE: 2 HOUR / GA FC 5710 6.2 STC RATING /SOURCE: INSULATION: I Q693 TPO ROOF MEMBRANE POLYISO INSULATION (R49 ci MIN. + TAPER SLOPE TO DRAIN) VAPOR BARRIER 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I JOIST @ 12" O.C. - PER STRUCTURAL 1/2" RESILIENT CHANNEL (1) LAYER 5/8" TYPE "C" GYPSUM LEVEL 6 NORTH ROOF FIRE RATING / SOURCE: 1 HOUR / UL DESIGN #L514 STC RATING / SOURCE: INSULATION: 1 ESR-1153 Most Widely Accepted and Trusted Page 16 of 19 Assembly Component Component Specifications Installation • Single layer of 48/24 spars -rated, tongue - and -groove, sheathing (Exposure 1). • All but: joints of the sheathing must be located over framing 1� Sheathing • When used as a roof -ceiling assembly, a members. single layer of square -edged span -rated • Flooring is p erfnitted to be omitted where unusable attic sheathing (Exposure 1). complying with the spare occurs above the system, provided the requirements code, is permitted to be used for roof of Section 4,5 are met. sheathing. 2 1 Tile Joist Minimum joist depth of 9'/4 inches. Installed in accordance with this report, at a maximum spacing of 24 inches on -center. 3 ' Optional Glass -fiber insulation with unfaced batts that are 24 inches wide by 48 inches long by Installed in the plenum and supported by stay wires spaced Insulation 3'/2 inches thick. at 12 inches along the joist bottom flange. • Base layer instated perpendicular to joists with end joints staggered, and attached directly to the bottom flange using 15/a-inch4ong Type S screws spaced 12 inches or�,kenter along each joist. Resilient channels attached per tint below. • Middle layer of gypsum board installed perpendicular to the resilient channels, with end joints staggered, and attached to the resilient channels with 1-inch4ong, Type S screws 4 Gypsum Three layers of 5/8-inch-thick NGC Gold spaced 12 inches on -center. Board Bond' Fire -Shield C gypsum board. • Finish layer of gypsum board installed with edges and end joints staggered from the middle layer, and must be fastened to the resilient channels using 15/Onch-long, Type S screws spaced 8 inches on -center. Joints of the finish layer of gypsum board must be covered with joint compound and paper tape, and exposed screw heads must be covered with joint compound. • Ceiling membrane may be omitted when used as a floor - ceiling assembly over unusable crawl spaces. • Installed perpendicular to joists, under the first layer of gypsum board. 5 channels Minimum No. 28 gauge (0.016 inch) resilient • Spaced a maximum of 16 inches on -center. channels. Attached to the bottom flange of each joist with 15/einch- long, Type S screws, FIGURE 3G-ASSEMBLY G (Two-hour Fine -resistance -rated Roof -ceiling or Floor -ceiling Assembly) 3%2-inch-thick glass tlber insulation. Floor covering must include a 40-ounce-per- Assembly D Option 1 Figure 3D 47 Assembly D 54 square -yard pad and a 56-ounce-per- square-yard carpet. Assembly D constructed Assembly D with a'/. -inch -thick topping of gypsum Floor covering must include a 40-ounce-per- Option 2 Figure 3D 59 concrete recognized in a 4 square -yard pad and a 56-ounce-per- current [CC -ES evaluation square -yard carpet, report. Assembly G, constructed with 3'/24nch-thick The floor covering must include a 69-ounce- Assembly G Figure 3G 50 unfaced glass fiber 64 per-square-yard,'/irinch-thick pad and 80- insulation. ounce -per -square -yard carpet. ESR-1153 1 AM:;( Widely Accepted and Trusiad Page 20 of 24 F10URE IF -ASSEMBLY F (One -hour Fire-rpietsnce4dW Roof -ceiling or Flaw -roiling AbMemWy) lta'••,..••� Aff*oml,ly Component convo•tenl Specification InstaBoUn S'rrale ay,er of 4b124 span -rated i7i,v , Attached to the Til' joist lop flange with carstruciti n afi"A.K .w, 61wathing (F■pt,Wra aOltfii ivA that m"Ir. ASTrd 03496, pod nailed using 00 u rVhan Laga as a rod -caring aasamLly, a common nays spaced a mandmun of 6 inches on-cenler 1 r S?tealhinn r of aryy ye square -edged span•rated a along the boundary and edipS. and 12 lint" or1-confer in 4 "IbIng (Feposue 11. oomplyhtg w illh lh« the Said. code, is permitted 10 be used for roof AN bent joints of l he sheathing must be located over *wrong ,✓teething. mernDera. Srtgle isyer of VSG SHEETROCK" Brand FIIZWCODE' - I;, ,•. ,,. :jypsem board. Fastened to Ilse rmlkeint channels wvm 1-,nchiorg, T -i i I :i ,r srr«wa specae 17 irX1'** or►rantar it the fiAM am _. j�yer at h), lint-Ahim r-crtanTeec cc center at the bcM pints, P'roli Type C gypsum board - Installed • Installed in aocArdame with sus report. Whenen used n a floor -ceiling assembly. joist spacrtg must 3 ; T.1' .i, ,i Ycmral 2 x 4 cr la flan r9w 9M. not a■caad 24 r,chas an-canfar • When used in a rool-caNng assembly, pat spacing t; r.rmrt«d to eAceed 24 rich on-centr_r. • h',t�1 »:f perpendipAsr toloi*6 • Spaced at 16 Itches an-caftoer. • Atached to the joists wilt 1't•afhch4o►g, Type S screws a i RC -I resilient channels. each Joist. Two channels moist be provided at each gyps n,-board t, 100, and intend to the motet lost beyond Owe iongrudlnal ;;1- ^ling assembles in wtvch T,jt•joists are spaced Minimum of nominal 24", wnslimbon- nlcra thart 24 rKhas on-cgttar, d%i oalrtg, nduang the grade Doaglas he Lumber for spar d Lp 10 r»sd,_" channels, must be attached to stripping spocee ., 5 fed. $Yipping Materials of equivalerA 24 inches w-ra:nlar The aftd"arA of tha Cali" r ,,, sVa�gM and aillachimant are porminae membrane In the sUppug members is similar to the w1-en spe•afically approved by the cec- alf,lxJw•rrht of thy, of."Ing membrane to the joig.g tin Stnppng mucl ha alfAdui l to the bottom Ilangr4 a via jWSt5 L5VVq a mrmmurr -Y tAG 10d bcx nark Aairte►sl y. .y«r of t l�.xh lhltir i n►11fr•ll1 • Installed batw.- an the bOtlom flargas oe the joists "an 5, WeW 2'4 pcf, Thermafiber Sound Anen rabon Fire lop o'tnc rf!srlieeA channels. F anliAgs. Fprex-SAFE (Sound Afterv,ralion Blankets iro Bansi, a IIG Minwool 1200 Sound FricOor*fitfed into place and suppored by the rosiliertt anenuabon Fire Batts chanftels. GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. MAXIMUM RAFTER OR TRUSS SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 3. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 5. WHERE THE VAPOR RETARDER IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, INTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. FIRE RATED ROOFS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: RAFTER OR TRUSS GAGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OF JOINTS BETWEEN ADJACENT LAYERS, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED ROOFS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. FLOORS GENERAL NOTES: 1. MAXIMUM JOIST SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3. JOIST OR CORE THICKNESS ARE INDICATED ON THE FLOOR TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. FIRE RATED FLOORS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: JOIST DEPTH AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED FLOORS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. 3. REFER TO DRAWING A.11.01-A11.31 FOR ADDITIONAL DETAILS. 4. ACCOUSTIC ISOLATION MAT IS REQUIRED IN ALL LIVING UNITS ABOVE GROUND FLOOR, AND ANY COMMON SPACE OVER UNITS, ACCOUSTIC ISOLATION MAT IS NOT REQUIRED UNDER CARPET IN UNITS OR IN CORRIDORS/COMMON SPACES T 1 J Y8" UL L514 Wood Dimensional Lumber Fire Rating Unrestrained-1 hour System Thickness N/A AssemhlyQptions [CK-6412r9 based on 5/8" Sheetrodc Brand Rreeode C Core Gypsum Panels] Floor Underlayment - Min. 3/4 in. (19 mm) thick, min. compressive strength 1800 psi (l li TAe!RK) 0lL7ypetf2JM ctl. b77P! Rs` Subfloor-1 in. (25 mm) by 6 in. (150 mm) tongue and groove lumber Strueteral Members- Nom. 2 in. (Sl mm) by 10 in. (2S4 mm) max. 16 in. (406 mm) OC Ceiling Support- Resilient channels spaced max. 24 in. (610 mm) OC FinisheclCeiling-1/2 in.(13 mm) or 5/8 in. (16 mm) thick gypsum board USGSIieetrod�BiardMHGyRaLmBa9eBosdRreoode®C-5/B (1fi®p?(llLTyAE`L7 • USGShee=BradFiremde@CPanels-1/2"or5/8"rl2MMM16aED •-Stud size is minimum unless otherwise stated In design. • For the most up-to-date information refer to the UL Fire resistance directory L514 Gl WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD, i RESILIENT CHANNELS Base layer 9/a" proprietary type X gypsum wallboard applied at right angles to 2 x 10 wood joists 16" o.c. with 8d cement coated nails, 21/2* long, 0.113 shank, 19/64' heads. 7" o.c. ri u Resilient channel 24" o.c. applied at right angles to wood framing through base layer r 11 it with 17/e long screws. Double channel installed at face layer end joints. Face layer 9la' proprietary type X gypsum wallboard applied at right angles to resilient furring channels with 1" Type S screws 12" o.c. Wood joists supporting 16/32" plywood subfloor and 19/32" plywood finish floor applied at right angles to joists with joints staggered. Consult gypsum board manufacturer for other flooring options. Approx. Ceiling PROPRIETARY GYPSUM BOARD Weight: 6 psf Fire Test: UL R 1319114, 7-21-67, American Gypsum Company LLC 6/if" FireBloc® Type C CertainTeed Gypsum Inc. •/a" ProRocS, Type C Gypsum Panels UL Design L511 Georgia-Pacific Gypsum LLC a/a" ToughRockS Fireguard C" Lafarge North America Inc. 91a" FirecheckO Type C National Gypsum Company a/a" Gold Bond® Brand FIRE -SHIELD C" Gypsum Board PASCO Gypsum %" FLAME CURBS Super 'C"" Temple-Inland a/a" TG-C United States Gypsum Company 9/e" SHEETROCKO Brand FIRECODEO C Core Gypsum Panels Sketch Brief Description Laboratory Test Number Year Frequencies Tested Source of Data STC IIC Section Number 1. 2. 3. 4a. 4b. 5. 6. 7. 1. plywood web I -beams 12' deep and 24"o.c. ... Geiger and Hamme 58 2.1.4,2.1.9 2. 3/4" plywood or nailed with 6d USDA-1 IST nails 6"o.c. at edgeses and 10"o.c; in field. 1911 Ht"I klivfLllll��A 3. 1 1/2" thick lightweight concrete, 15 psf. 16f ' 4a. 44 oz. carpet on 40 oz. hair pad. U.S. Dept. of Agri- 4b. .07" vinyl tile. culture a. 77 5. resilient channels, 24"o.c, b. 50 6. 5/8" gypsum board screwed 12"o.c. 7. 3" thick sound attenuation blanket. I TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS', q Base layer 5/8'Type X gypsum wall - 21. Wood joists, wood I -joists. floor board applied at right angles to joist or trusses and flat or pitched roof trusses truss 24' o.c. with 11/4" Type S or Type spaced a maximum 24" o.c. with 1/2" W drywall screws 24' o.c. Face layer 518' wood structural panels with exterior Type X gypsum wallboard or veneer glue applied at right angles to top of 21-t1 base applied at right angles to joist or - - - Varies 1 joist or top chord of trusses with 8d truss through base layer with 1718" Type nails. The wood structural panel S or Type W drywall screws 12' o.c. at thickness shall be not less than nomi- joints and intermediate joist or truss. nal 1/2• nor less than required by Face layer Type G drywall screws Chapter 23. placed 2" back on either side of face layer end joints. 12" o.c. FLOOR OR ROOF ITEM CONSTRUCTION NUMBER 1. Siliceous aggre- 1-1.1 gate concrete TABLE 721.1(8) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS",q CEILING CONSTRUCTION THICKNESS OF FLOOR MINIMUM THICKNESS OF OR ROOF SLAB CEILING (inches) (inches) 4 3 2 1 4 3 2 1 hours hours hours hour hours hours hours hour 7.0 6.2 5.0 3.5 - - - - 9281 #� 0: ►'1 - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC C] 00 Ol Z V) 0 Z z OL/711 >Q G tJl w Z \Z UL O /_ OJ 0 p z LU O > tJ1 00 J CD o O� O CD J o r1_ O I- CD CD Z N z o_ N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 HORIZONTAL ASSEMBLIES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 CONCRETE - 03 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION - SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS MINERAL FIBER BOARD INSULATION (R-49), W/ MULITPLE ALTERNATING DIRECTION Z-FURRING :,... ______- (1)LAYERS/8"TYPE"C"GYPSUM LEVEL 2 COURTYARD OVER CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1 (3), ITEM 1-1.1 H11 STC RATING / SOURCE: INSULATION: O 2" UNIT PAVERS PAVER PEDESTALS TPO ROOFING MEMBRANE COVER -BOARD TAPERED RIGID INSULATION - SLOPED TO DRAIN VAPOR BARRIER ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS COLD -FORMED FURRING ASSEMBLIES 1.5"'Z' FURRING (1) LAYER 5/8" TYPE 'C'GYPSUM LEVEL 2 COURTYARD OVER PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 HSTC RATING / SOURCE: INSULATION: O 1/2" _ 1 UL P718 Steel Beam or Steel Bar Joist Fire Rating Restrained-2 hour Unrestrained-1.5 hour System Thickness N/A Assembly Options Roof Covering • USG Securock0 Brand Cement Roof Board -1/2" (13 mm)_( -Type PCB) • USG Securock0 Brand Gypsum -Fiber Roof Board -1/4" (6 mm)_(UL Tyke FRX- ) • USG Securock0 Brand Glass -Mat Roof Board: 1I (fiiimvu Type SGMRX) Roof Substrate Thermal Barrier: Gypsum Board - 5/8 in. (15.9 mm) thick gypsum board 2.2 psf • USG Securock0 Brand Gypsum -Fiber Roof Board - 5/8" (1¢.m@) (ULTyr�e FRX-G) • USG Securock0 Brand Glass -Mat Roof Board - 5/8" (lei (UL Tvpe SGMRX) Steel Deck - Min. 1-1/2 in. (38 mm) steel roof deck Structural Member - Steel beam or steel barjoist Spray - Applied fire resistive material (Reference UL design for application requirements) Remarks • Stud size is minimum unless otherwise stated in design. • For the most up-to-date information refer to the UL Fire resistance directory P71812i - CONCRETE SLAB - SEE PLANS FOR THICKNESS CAPILLARY BREAK - SEE STRUCTURAL FOR DEPTH I - i TYPICAL SLAB -ON -GRADE (P1 FIRE RATING / SOURCE: 0 HOUR STC RATING / SOURCE: 3Ael IIC RATING / SOURCE: INSULATION: N CONCRETE SLAB - SEE PLANS FOR THICKNESS BENTONITE WATERPROOFING CAPILLARY BREAK - SEE STRUCTURAL FOR DEPTH ELEVATOR PIT FIRE RATING / SOURCE: 0 HOUR 32 STC RATING / SOURCE: Ae IIC RATING / SOURCE: INSULATION: N FLOOR FINISH (VARIES) ACOUSTIC UNDERLAYMENT (AT HARD FLOOR FINISHES) ELEVATED CONCRETE SLAB SEE PLANS FOR THICKNESS 10" THICK FIBERGLASS BATT INSULATION STICK PIN TO BOTTOM OF CONCRETE SLAB (R 30) POLYPROPYLENE SCRIM CONDITIONED SPACE OVER PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: 55 STC / PER CA DHS #2.3.2.1.1.1 3C*1 IIC RATING / SOURCE: 50 IIC / PER KNCP #AT001006 INSULATION: N METAL - 06 TPO ROOF MEMBRANE (1) LAYER 5/8" MOISTURE RESISTANT GYPSUM SHEATHING STEEL DECK, SEE STRUCTURAL SPRAY FIRESAFING MATERIAL HOLLOW STRUCTURAL SECTION, SEE STRUCTURAL (1) LAYER 5/8" GYPSUM BOARD LEVEL 1 SHED ROOF FIRE RATING / SOURCE: 1.5 HOUR / UL P718 5 • STC RATING / SOURCE: 1 INSULATION: O 2L CCD 003 GA FILE NO. GENERIC 1 HOUR RC 2601 FIRE GYPSUM WALLBOARD, WOOD JOISTS, ROOF COVERING Fire Design: Base layer 5/8" type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24" o.c. with 1-1/4"Type W or S screws A o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8" Type W or S screws 12" o.c. at joints and intermediate joists and 1-1/2"Type G screws Approx. 12" o.c. placed 2" back on either side of end joints. Wood joists Ceiling Weight: 5 psf (Fire) supporting 1/2" plywood with exterior glue applied at right angles Fire Test: FM FC 172, 2-25-72, to joists with 8d nails. Appropriate roof covering. ITS. 8-6-98 Joints offset 24" from base layer joints. 1" CAST UNDERLAYMENT ACCOUSTIC ISOLATION MAT 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST (SEE PLANS FOR SIZE) w/ 1-1/2" (2-1/2 PCF)-MINERAL FIBER BATT INSULATION (1) LAYER 5/8" TYPE "X" GYPSUM 1/2" RESILIENT CHANNELS (2) LAYER 5/8" TYPE "X" GYPSUM 62 ELEV CONTROL ROOM FLOOR FIRE RATING / SOURCE: 2 HOUR / ESR-1153 -ASSEMBLY G STC RATING / SOURCE: 50 STC / PER ESR-1153 6F92 IIC RATING / SOURCE: 64 IIC / PER ESR-1153 INSULATION: Y TRAFFIC COATING ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS LEVEL 1 PARKING OVER P1 PARKING FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 3C92 STC RATING /SOURCE: 55 STC /PER CA DHS #2.3.2.1.1.1 IIC RATING / SOURCE: 50 IIC / PER KNCP #AT001006 INSULATION: N FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT WHERE OCCUR CONCRETE UNDERLAYMENT ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS LEVEL 2 OVER LEVEL 1 CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC 3C@3 IC RATI/SOURCE• NG / SOURCES INSULATION: N TRAFFIC COATING SLOPED CONCRETE TOPPING SLAB ELEVATED CONCRETE SLAB - SEE PLANS FOR THICKNESS 5" THICK XPS BOARD INSULATION STICK PIN TO BOTTOM OF CONCRETE SLAB (R30 MIN) LEVEL 2 DECK OVER LEVEL 1 CONDITIONED SPACE FIRE RATING / SOURCE: 3 HOUR / TABLE 721.1(3), ITEM 1-1.1 STC RATING / SOURCE: 3Ce4 IIC RATING / SOURCE: INSULATION: N H6 W91610WIT0 2" UNIT PAVERS PAVER PEDESTALS TPO ROOF MEMBRANE BUILT UP FRAMING W/ PLYWOOD SHEATHING 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST @ 12" O.C. - PER STRUCTURAL W/ FOAMED -IN -PLACE INSULATION (R49 MIN) VAPOR RETARDER (2) LAYER 5/8" TYPE'X' GYPSUM LEVEL 6 EAST ROOF DECK FIRE RATING / SOURCE: 1 HOUR / TABLE 721.1(3), ITEM 21-1.1 STC RATING / SOURCE: INSULATION: TPO ROOF MEMBRANE POLYISO INSULATION (R38 ci MIN. ROOF DRAIN) VAPOR RETARDER 112" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD JOIST 2xl0 MIN @ 16 O.C. - PER STRUCTURAL (2) LAYER 5/8" TYPE "X" GYPSUM I COURTYARD SHED ROOF FIRE RATING / SOURCE: 1 HOUR / GA RC 2601 6e4 STC RATING / SOURCE: INSULATION: 1 TPO ROOF MEMBRANE POLYISO INSULATION (R38 ci MIN. ROOF DRAIN) ROOFING VAPOR RETARDER (AIR BARRIER) 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD TRUSS - PER STRUCTURAL (2) LAYER 5/8" TYPE "X" GYPSUM TPO MAIN ROOF FIRE RATING / SOURCE: 1 HOUR / TABLE 721.1(3), ITEM 21-1.1 6 • STC RATING / SOURCE: 1 INSULATION: 1" CAST UNDERLAYMENT ACCOUSTIC ISOLATION MAT 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST (SEE PLANS FOR SIZE) w/ 1-112" (2-1/2 PCF)-MINERAL FIBER BATT INSULATION 1/2" RESILIENT CHANNELS (1) LAYER 5/8" TYPE "C" GYPSUM TYPICAL FLOOR (LEVELS 4 - 6) FIRE RATING / SOURCE: 1 HOUR / ESR-1153 - ASSEMBLY F STC RATING / SOURCE: 58 STC / PER CA DHS #2.1.4.2.1.9 6F91 IIC RATING / SOURCE: 50 IIC / PER CA DHS #2.1.4.2.1.9 INSULATION: Y 6GA FIRE RETARDANT TREATED DECKING FIRE RETARDANT TREATED 2X JOIST; SPACING PER STRUCTURAL TYPICAL BALCONY DECK (LEVELS 4 - 6) FIRE RATING / SOURCE: 0 HOUR / 1406.3 EXCEPTION 3 STC RATING / SOURCE: IIC RATING / SOURCE: INSULATION: N 1" GYPCRETE, SEE STRUCTURAL 7/8" PLYWOOD SHEATHING 4x T&G WOOD DECKING, SEE STRUCTURAL (1) LAYER 5/8" GYPSUM BOARD, TYPE X TYPICAL CORRIDOR FLOOR FIRE RATING / SOURCE: 1 HOUR / WSBC 703.3.3 #722.1 6 H STC RATING /SOURCE: IIC RATING / SOURCE: INSULATION: N TPO ROOF MEMBRANE POLYISO INSULATIO, (R38 ci MIN. ROOF DRAIN) VAPOR RETARDER 4 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD JOIST 2x10 MIN @ 16 O.C. PER STRUCTURAL 1/2" RESILIENT CHANNEL (2) LAYER 5/8" TYPE "C" GYPSUM ELEVATOR SHAFT ROOF FIRE RATING / SOURCE: 2 HOUR / GA FC 5710 6e2 STC RATING / SOURCE: INSULATION: Q693 TPO ROOF MEMBRANE POLYISO INSULATION (R49 ci MIN. + TAPER SLOPE TO DRAIN) VAPOR BARRIER 3/4" T&G O.S.B. SHEATHING (48/24 SPAN) WOOD I -JOIST @ 12" O.C. - PER STRUCTURAL 1/2" RESILIENT CHANNEL (1) LAYER 5/8" TYPE "C" GYPSUM LEVEL 6 NORTH ROOF FIRE RATING / SOURCE: 1 HOUR / UL DESIGN #L514 STC RATING / SOURCE: INSULATION: 1 ESR-1153 Most Widely Accepted and Trusted Page 16 of 19 5IM4� Assembly Component Component Specifications Installation • Single layer of 48/24 span -rated, tongue - and -groove, sheathing (Exposure 1). • All butt joints of the sheathing must be located over framing When used as a roof -ceiling assembly, a members. 4)• Sheathing single layer of square -edged span4ated • Flooring is permitted to be omitted where unusable attic sheathing (Exposure 1), complying with the space occurs above the system, provided the requirements code, is permitted to be used for roof of Section 4.5 are met" sheathing. 2 ' TJI" Joist Minimum joist depth of 9114 inches. Installed in accordance with this report, at a maximum �J spacing of 24 inches on -center. L3 Optional P Glass -fiber insulation with unfaced baits that are 24 inches wide by 48 inches long by Installed in the plenum and supported by stay wires spaced Insulation 3% inches thick. at 12 inches along the joist bottom flange" e Base layer installed perpendicular to joists with end joints staggered, and attached directly to the bottom flange using 15/a-inch4ong Type S screws spaced 12 inches o enter along each joist. Resilient channels attached per W below. • Middle layer of gypsum board installed perpendicular to the resilient channels, with end joints staggered, and attached to the resilient channels with 1-inch4ong, Type S screws 4 Gypsum Three layers of %-inch-thick NGC Gold spaced 12 inches on -center, Board Bond' Fire -Shield C gypsum board. • Finish layer of gypsum board installed with edges and end joints staggered from the middle layer, and must be fastened to the resilient channels using 1s/8-inch4ong, Type S screws spaced 8 inches on -center. Joints of the finish layer of gypsum board must be covered with joint compound and paper tape, and exposed screw heads must be covered with joint compound" • Ceiling membrane may be omitted when used as a Iloor- ceiling assembly over unusable crawl spaces. • Installed perpendicular to joists, under the first layer of gypsum board. 5 Channels Minimum No. 28 gauge (0.016 inch) resilient • Spaced a maximum of 16 inches on -center. channels. • Attached to the bottom flange of each joist with 15/ainch- long, Type S screws, FIGURE 3G--ASSEMBLY G (Two-hour Fire -resistance -rated Roof-ceilina or Floor -ceiling Assembly) 3'/2-inth-thick glass hber insulation. Assembly D Floor covering must include a 40-ounce-per- Option 1 Figure 3D 47 Assembly D 54 square -yard pad and a 56-ounce-per- square-yard carpet. Assembly D constructed Assembly D with a % inch -thick topping of gypsum Floor covering must include a 40-ounce-per- Option 2 Figure 3D 59 concrete recognized in a 4 square -yard pad and a 56-ounce-per- current [CC -ES evaluation square -yard carpet, report. Assembly constructed 3'/2-inch-thick oor covering The floor must include a 69-ounce- Assembl G y Figurewith 3G 50 unfaced glass fiber 64 per-square-yard,s/winch-thick pad and 80- insulation. ounce -per -square -yard carpet. ESR-1153 1 Mast Widely Accepted and Trusted Page 20 of 24 FIGURE 4F-ASSEMBLY F (One -hour First+m►istsnee-rated Roof-ceilirig or Floor -ceiling AeeewlWy). t� rt 2, `y A. :.I cornponentSpecilications Installation • Srgle WM of 48t24 span -rated Iongh:r Attached to the TA• joust lop flange w itt• ca-ostructon arnd-grW%*. sheathing (Fop~* 1) edh"ve that mAat6 ASTIR 03496 And nailed usi►g gd • hsad as a rod-capng assembly. a common nmoA nays spaced a miammurn of B inches on-mrller 9hetllMlia4 srr qe layer al sure -edged wan -rated Ong the boundary and edges. and 12 inches oo-confer on Bathing (Fap we 11, oomply4ng wi►r the the told' code. is pemrlfed to be used for roof Ar bull joarts of fro sheathing must be lowGed ever'ramng eheathing. mWV"fa. • S•gke layer of s/, inc�t> lister_ USG SHEETROCKr Brand FIIVCODE° C - tiypsum gypxnm board, Fastened to ifhe reeilend channels wM t •+nch-Jonp, Type S Board or rrbaws Apoca;iO 17 ►'Kihfri on -canter ii the 11Ak1 and 8 w<has • Srghc Ioycr al l,�rhd>•thldu CarinanTaea orvtxenler at the txAl jpmRs. ProRoc4 Type C gypeum board. • Imialhd n accordance wth tin report. • When used n a floor-ct•ling assembly. Ott spacM must 1 T l .i, i Ncmral 2 x 4 or largo- flangc, not iiscaad 24 Inct" c n-canter • When used in a nail-ceHng asserray, "I spacing is per•mrtlyd to emceed 24 irK*ws on -center. • hlelolk•:1 pomsndiohAw tojoirR6 • Spaced all 16 VKhas on -taboo►. • Attached to the joists va4h I I44 nth -long, Type S screws at resilient tdwnmels. each joist. Two cherrx,te mpg be provided at each gypxentgard bull jord, and catered to the next joist beyond tone longradinal joids • In roof<eiUng avoemok" in which T,A'joist! are waved Minimum of nominal 2-by4. conefruction- man than 24 vK has on -cantor, U%e atil", rnduang the grade Dmglas fir lumber for span. up to resilherri channels. must be altecned to stripping spaced 5 (eet. SYipping materials of equivalernt 24 inches on-cwy%f The aAanwnant of the calling '•I kinarglh and .ftacJnment are parmitlWr membrane So the sbvmV members is similar to Me ntvn weohcaly approved by the colt- 8118dwWa of the 0616-3 membrane tp the WWI Official • Stripping Musa be anachad to the bottom flangot a Via iae is usrnq a minimum a4. two 10d box nails. Iwnerst Si+cp layer of 11)14 c -Mkk rileimceeh 2% pd.Then,ufter Sand Afterxmbon Fire • Installed batwv- n the. txttom flargas of the lots!, and an _5; wool Warrraa. F{brew-Will (Sound Aftenhnation t of the alwd c nannels. top ro Blankets Fife Bads), or IIG MinWool 12CO Sound • FncOorrfitled into place mid %gvoned by the reviii-if A19enua)on Fee Balls channels, GENERAL NOTES HORIZONTAL ASSEMBLIES ROOFS GENERAL NOTES: 1. MAXIMUM RAFTER OR TRUSS SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 3. RAFTER OR CORE THICKNESS ARE INDICATED ON THE ROOF TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. 5. WHERE THE VAPOR RETARDER IS REQUIRED TO ALSO PERFORM AS THE AIR BARRIER, SEAL ALL EDGES, INTERSECTION AND LAPS TO CREATE AN AIR -TIGHT ENCLOSURE. FIRE RATED ROOFS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALLALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OFTHE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: RAFTER OR TRUSS GAGE AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD; OFFSETS OFJOINTS BETWEEN ADJACENT LAYERS, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD OR SHEATHING MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED ROOFS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OF ALL RECESSED DEVICES WITH ACOUSTIC PADS. FLOORS GENERAL NOTES: 1. MAXIMUM JOIST SPACING IS 24 INCHES ON CENTER UNLESS NOTED OTHERWISE. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3. JOIST OR CORE THICKNESS ARE INDICATED ON THE FLOOR TYPE TAGS ON THE PLANS. REFER TO THE TAG LEGEND ON SHEET A0.01. 4. TYPICAL GYPSUM WALLBOARD THICKNESS IS 5/8 INCH UNLESS NOTED OTHERWISE. FIRE RATED FLOORS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH FIRE CAULKING. 2. COVER ALL RECESSED DEVICES WITH FIRE PROTECTIVE COVERINGS TO MEET THE LISTING SOURCE AND AHJ REQUIREMENTS. 3. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH THE PUBLISHED REQUIREMENTS OF THE LISTING SOURCE, INCLUDING BUT NOT LIMITED TO: JOIST DEPTH AND SPACING, FASTENER SIZE AND SPACING; ORIENTATION OF GYPSUM WALLBOARD, BRIDGING AND CROSS BRACING. 4. REFER TO THIS SHEET FOR DETAILED INFORMATION FROM LISTING SOURCES. 5. RATING SOURCE REQUIREMENTS INDICATE MINIMUM TO ACHIEVE RATING; HOWEVER ADDITIONAL LAYERS, OR THICKER LAYERS, OF GYPSUM WALLBOARD MAY BE SHOWN TO MEET PROJECT REQUIREMENTS. ACOUSTICALLY RATED FLOORS: 1. SEAL ALL PENETRATIONS, EDGES AND INTERSECTIONS WITH ACOUSTIC OR FIRE RATED ACOUSTIC SEALANT. 2. WRAP BACKS OFALL RECESSED DEVICES WITH ACOUSTIC PADS. 3. REFER TO DRAWING A.11.01-A11.31 FOR ADDITIONAL DETAILS. 4. ACCOUSTIC ISOLATION MAT IS REQUIRED IN ALL LIVING UNITS ABOVE GROUND FLOOR, AND ANY COMMON SPACE OVER UNITS, ACCOUSTIC ISOLATION MAT IS NOT REQUIRED UNDER CARPET IN UNITS OR IN CORRIDORS/COMMON SPACES UL L514 Wood Dimensional Lumber Fire Rating Unrestrained-1 hour System Thickness % a ably-4ptwm [CK-6412-9 based on 5/8" Sheetrodc Brand R reoode C Core Gypsum Panels] Floor Urderlayment - Min. 3/4 in. (19 min) thick, min. compressive strength 1800 psi (ULIyAeH9 M n u � i�,�n Subfloor- I in. (25 mm) by 6 in. (150 mm) tongue and groove lumber Structural Members- Nom. 2 in. (51 mm) by 10 in. (254 mm) max. 16 in. (406 mm) OC Ceilirlg5upport- Resilient channels spaced max. 24 in. (610 mm) OC Finished Ceiling-1/2 in.(13 mm) or 5/8 in. (16 mm) thick gypsum board • U9GShaetrode®BrardMHGyna�mBaseBpatdRreoode®C-5/8"(](Z®1_(tJ�Jyrg� • Stud size is minimum unless otherwise stated in design. • For the most up-to-date information refer to the UL Fire resistance directory 1514[r - WOOD FLOOR, WOOD JOISTS, GYPSUM WALLBOARD. RESILIENT CHANNELS Base layer Ms" proprietary type X gypsum wallboard applied at right angles to 2 x 10 wood joists 16" o.c. with 8d cement coated nails. 2112" long, 0.113 shank. 19/64" heads. 7" o.c. r/Ir u Resilient channel 24" o.c. applied at right angles to wood framing through base Layer 1 h� hh with 1rla" long screws_ Double channel installed at face layer end joints_ Face layer a/a' proprietary type X gypsum wallboard applied at right angles to resilient furring channels with 1" Type S screws 12" o.c. Wood joists supporting 18/3i plywood subfloor and 19h2" plywood finish floor applied at right angles to joists with joints staggered. Consult gypsum board manufacturer for other flooring options. Approx. Ceiling PROPRIETARY GYPSUM BOARD Weight: 6 psf American Gypsum Company LLC s/i FlreBlootlJ Type C Fire Test: UL R1319-114, 7-21.67, CertamnTeed Gypsum Inc. 51C ProRocS Type C Gypsum Panels UL Design L511 Georgia-Pacific Gypsum LLC a/t" ToughRockE Fireguard C" Lafarge North America Inc. a/a" Firecheck® Type C National Gypsum Company sit" Gold Bond® Brand FIRE -SHIELD C" Gypsum Board PASCO Gypsum oils" FLAME CURB® Super 'C'"I Tempie-Inland s/a" TG-C United States Gypsum Company sit" SHEETROCKO Brand FIRECODES C Core Gypsum Panels Sketch Brief Description Laboratory Test Number Year Frequencies Tested Source of Data STC IIC Section Number 1. 2. 3. 4a. 4b. 5. 6. 7. 1. plywood web I -beams 12" deep and 24"o.c. ... Geiger and Hamme 58 2.1.4.2.1.9 2. 3/4" plywood subfloor nailed with 6d USDA-11ST nails 6"o.c. at edges and 10"o.c, in field. 1971 3. 1 1/2" thick lightweight concrete, 15 psf. 16f ' 4a. 44 oz. carpet on 40 oz. hair pad. U.S. Dept. of Agri- 4b. .07" vinyl tile. culture a. 77 5. resilient channels, 24"o.c, b. 50 6. 5/8" gypsum board screwed 12"o.c. 7. 3" thick sound attenuation blanket. 21. Wood joists, wood I -joists, floor trusses and flat or pitched roof trusses spaced a maximum 24" o.c. with 1/2" wood structural panels with exterior glue applied at right angles to top of joist or top chord of trusses with 8d nails. The wood structural panel thickness shall be not less than nomi- nal 1/2" nor less than required by Chapter 23. TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS' q t Base layer 5/8" Type X gypsum wall- board applied at right angles to joist or truss 24" o.c. with 11/4" Type S or Type W drywall screws 24" o.c. Face layer 518 Type X gypsum wallboard or veneer 21-1.1 base applied at right angles to joist or truss through base layer with 17/8" Type S or Type W drywall screws 12" o.c. at joints and intermediate joist or truss. Face layer Type G drywall screws placed 2" back on either side of face layer end joints, 12" o.c. FLOOR OR ROOF ITEM CONSTRUCTION NUMBER 1. Siliceous aggre- gate concrete TABLE 721.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa'Q CEILING CONSTRUCTION THICKNESS OF FLOOR MINIMUM THICKNESS OF OR ROOF SLAB CEILING (inches) (inches) 4 3 2 1 4 3 2 1 hours hours hours hour hours hours hours hour 7.0 6.2 5.0 3.5 - - - - 9281 l _ 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 C] OD Cif Z ,^ V / 0 Z Z O Ln G to la J 0 Z z LL O >_ OJ LU O � � z LU O > �, 00 J ro >_ CD O CD oCD J o O CD Z N z 2 LU o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 HORIZONTAL ASSEMBLIES CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 DUCT OR PIPE; PROVIDE INDEPENDENT SUPPORT ON BOTH SIDES OF WALL AND DO NOT ALLOW CONTACT BETWEEN WALL AND PENETRATING ELEMENT FIRE DAMPER - SEE MECHANICAL FIRESTOPPING ASSEMBLY -'F' RATING ONLY REQUIRED GYPSUM WALLBOARD - ALL FOUR SIDES OF OPENING � FIRESTOPPING @DUCT AND WOOD WALL 1'-0" FIRESTOPPING ASSEMBLY 'F' RATING ONLY REQUIRED NO T-RATING REQUIRED AT PENETRATIONS THROUGH FLOOR/CEILING ASSEMBLY LOCATED WITHIN WALL CAVITY FIRESTOPPING ASSEMBLY 'AND'T' RATINGS REQUIRED PIPING FIRE -RATED FLOOR/CEILING ASSEMBLY FIRE CAULK SOFFIT WHERE OCCURS 1 1 FIRESTOPPING @PIPE AND SLAB I I 1 1 /2" = V-0" SEE A0.11 FOR ASSEMBLIES BASE BOARD, WHERE OCCUR ACCOUSTIC SEALANT FINISH PER INTERIORS ACCOUSTIC ISOLATION MAT, WHERE OCCUR Q ' n a d J e d e Ln a• _�d >�4 Ln e ,e4 LL o d 4. W LU Ln DEMISING WALL @ PT FLOOR 1 1 /2" = V-0" z J Ln W W J 0 w 0 Ln Ln LL_ ¢ 0 w W w FIRE PARTITION SEE ASSEMBLIES PARALLEL FRAMING w/ NO SHEAR DOUBLE WOOD BLOCKING FIRE CAULK � FIRE PARTITION @RATED FLOOR J 1 1 /2" = 1 '-0" PIPING FIRE RATED ACOUSTICAL CAULK J Ln _ - - W LU J d a ` 0 LUa 0 Ln a, LL ¢ `� W d- a' s a a LU W d' ad n Q e _ _G -°n _ d ° e d : ' 9 _ d' MINERAL FIBER FIRE SAFING -7 FIRESTOPPING @PIPE AND SLAB 3" = 1 '-0" 1" 1" CHAMPFER @ STRUCTURAL CONC. COLUMN I -JOIST HANGER SEE STRUCTURAL DOUBLE WOOD BLOCKING BACKER ROD AND FIRE CAULK FIRE PARTITION 6"l SEE ASSEMBLIES PERPENDICULAR FRAMING w/ NO SHEAR Q FIRE PARTITION @RATED FLOOR v 1 1 /2" = V-0" J Ln W W J � m oN W W W N FIRE BARRIER SEE ASSEMBLIES PARALLEL FRAMING w/ NO SHEAR EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF FLOOR SHEATHING BACKER ROD AND FIRE CAULK 12 CHAMPFER COLUMN DETAIL, TYP FIRE BARRIERS @ RATED FLOOR 1 1 /2" = V-0" 13 1 1 /2" = V-0" FINISH PER INTERIOF DEMISIN 17 1 1 /2" = 1'-0" SEE A0.11 FOR ASSEMBLIES ^ASE BOARD, WHERE OCCUR ACCOUSTIC SEALANT ACCOUSTIC ISOLATION MAT, WHERE OCCUR Ln W ul m W 0 W m 6 ¢ w V) SEE A0.11 FOR 10 ASSEMBLIES 17 G WALL @ WOOD FLOOR 2'-0" MAX OPENING BETWEEN STUDS Ln LU J m LU Ln Ln ¢ w W to ---- The type of 5/8" GWB mut .be consistent with the listed, tested assembly. V 5/8" GYPSUM WALLBOARD ALL SIDES OF RECESS RECESSED EQUIMENT PLAN Q METAL WALL @ RATED RECESS ' V 3" = 1'-0" J Ln W W J of 0 w 0 Ln 0 W LULU F- Ln J_ W W J u m of 0 W LL ¢ W LU I— In Of DOUBLE WOOD BLOCKING FIRE CAULK FIRE PARTITION SEE ASSEMBLIES PARALLEL FRAMING w/ SINGLE SHEAR FIRE PARTITION @RATED FLOOR 1 1 /2" = 1 '-0" FIRE PARTITION SEE ASSEMBLIES PERPENDICULAR FRAMING w/ SINGLE SHEAR I -JOIST HANGER SEE STRUCTURAL DOUBLE WOOD BLOCKING Q FIRE PARTITION @RATED FLOOR J 1 1 /2" = V-0" J Ln W W J U m 0 N LL ¢ 0 W LULU N FIRE BARRIER SEE ASSEMBLIES PARALLEL FRAMING w/ SINGLE SHEAR EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF FLOOR SHEATHING BACKER ROD AND FIRE CAULK 14 FIRE BARRIERS @ RATED FLOOR 1 1 /2" = V-0" SEE ASSEMBLIES SECTION METAL STUD TRACK -TO P -BOTTOM SEMI -RECESSED FIRE EXTINGUISHER CABINET FIRE RATED AT RATED ASSEMBLIES NOTE: EXTINGUISHER CABINETS THAT ARE NOT FIRE RATED REQUIRE 5/8" TYPE 'X' GYPSUM WALLBOARD ON ALL SIDES OF RECESS. 1 Q METAL WALL @RATED FEC RECESS ' J 3" = 1'-0" z J_ Ln W W J U m 0!� g 0 w 0 Ln Ln LL ¢ W LULU L FIRE PARTITION SEE ASSEMBLIES PARALLEL FRAMING w/ DOUBLE SHEAR DOUBLE WOOD BLOCKING FIRE CAULK � FIRE PARTITION @RATED FLOOR J 1 1 /2" = V-0" J W W J a g 00 Ln W Ln ¢ W LU N FIRE PARTITION SEE ASSEMBLIES PERPENDICULAR FRAMING w/ DOUBLE SHEAR I -JOIST HANGER SEE STRUCTURAL DOUBLE WOOD BLOCKING BACKER ROD AND FIRE CAULK 1 () FIRE PARTITION @RATED FLOOR I v 1 1 /2" = V-0" J Ln W W J � m 0 0 Ln 0 W LULU N EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF FLOOR SHEATHING BACKER ROD AND FIRE CAULK FIRE BARRIER SEE ASSEMBLIES PARALLEL FRAMING w/ DOUBLE SHEAR FIRE BARRIERS @RATED FLOOR I J 1 1/2" = 1'-0" 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Ol V) O 0 Z z O� I� V w z z LL O OJ ` N LU / O z O> LU CD o O� O CD J o OCO ~ o = Z N z LUN Q D_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 TYPICAL ASSEMBLY DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 i 9281 n Alf D DUCT OR PIPE; PROVIDE SHAFTLINER INDEPENDENT SUPPORT ON WALL SHAFT WALL PER 01 n = BOTH SIDES OF WALLAND DO DOUBLE WOOD BLOCKING NOT ALLOW CONTACT ASSEMBLY DOUBLE WOOD BLOCKING let" � d.Nl DOUBLE WOOD BLOCKING to BETWEEN WALL AND :. PENETRATING ELEMENT c7 O lD z z z Ln ACCOUSTIC SEALANT w w J wLu v m m m FINISH PER INTERIOR ACCOUSTIC ISOLATION uk MAT, WHERE OCCUR o Luo w o w o N O Ln o N Ln FIRE DAMPER ` Q � Q Lu Lu Lu- SEE MECHANICAL :,_• N n Q v N LuiWi, W_ W _ _ _ _ _ _ - _ _ _ _ _ - _ _ - _ - • - - _ _ - - _ m m = _ FIRESTOPPING ASSEMBLY W W - 'F' RATING ONLY REQUIREDof L.Lo o _ FIRE CAULK FIRE CAULK 0 o FIRE CAULK 38 NORTHWEST DAVS, SUITE 300 w w PORTLAND, OR 97209 Lu Lu- 503.245.7100 GYPSUM WALLBOARD _- -_ 1505 5TH AVE, SUITE 300 ALL FOUR SIDES OF OPENING FIRE PARTITION FIRE PARTITION SEATTLE, WA 98101 SEE ASSEMBLIES, FIRE PARTITION 206.576.1600 SEE ASSEMBLIES SEE ASSEMBLIES —A—A— 1014 HOWARD STREET PARALLEL FRAMING w/ NO SHEAR PARALLEL FRAMING w/ SINGLE SHEAR PARALLEL FRAMING w/ DOUBLE SHEAR SAN FRANCISCO, CA94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. FIRESTOPPING @ DUCT AND WOOD WALL SHAFT WALL @ WOOD FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR 3" = 1'-Ul 1 1/2" = 1' o" 1 1/21' = 1'-0" 1 1/21' = V-0" 1 1/21' = 1'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION PIPING ffr .& FIRE RATED ACOUSTICAL CAULK BUILDING OFFICIAL Ln J I -JOIST HANGER Jun 01 2023 m 7 — — — — — — — — — — SEE STRUCTURAL JOIST HANGER I -JOIST HANGER APPROVED DATE Q // \\ /7 / SEE STRUCTURAL SEE STRUCTURAL O / / \ \ / / l7 l7 l7 �? // Lu Lu LuDOUBLEWOOD BLOCKING w J DOUBLE WOOD BLOCKING Q / / \ \ / / d _ - �; " , '_ m DOUBLE WOOD BLOCKING " �' w L——— — — — — —- V L — — —— °° OJ LL.Q O Q O Q J v� ° _ Q nl I Lu d- _ - _ _ -a W w W W w w O I d' d °' a ° ut `) `n 41 ° d _ BACKER ROD AND FIRE CAULK d: =' BACKER ROD AND FIRE CAULK i A BACKER ROD AND FIRE CAULK J mLU MINERAL FIBER FIRE SAFING EL N FIRE PARTITION FIRE PARTITION FIRE PARTITION o SEE ASSEMBLIES SEE ASSEMBLIES SEE ASSEMBLIES TI a 1 .. Ln r4 SHAFTLINER WALL SHAFT WALL PER PERPENDICULAR FRAMING w/ NO SHEAR PERPENDICULAR FRAMING w/ SINGLE SHEAR PERPENDICULAR FRAMING w/ DOUBLE SHEAR DETAIL A MTL STUD ASSEMBLY 81/4" CONDUIT HORIZONTAL SHAFT @ ROOF FIRESTOPPING @ PIPE AND SLAB FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR FIRE PARTITION @ RATED FLOOR 1 1 /2" = V-0" 7 T, = 1'-011 8 1 1 /2" = 1'-0" 9 1 1/21' = V-01' 0 1 1/21' = V-0" FIRESTOPPING ASSEMBLY -'F' RATING ONLY REQUIRED `;- NO T-RATING REQUIRED AT PENETRATIONS THROUGH n1 =;;' EXTEND GYPSUM WALLBOARD EXTEND GYPSUM WALLBOARD EXTEND GYPSUM WALLBOARD CD FLOOR/CEILING ASSEMBLY 00 - TO UNDERSIDE OF TO UNDERSIDE OF TO UNDERSIDE OF LOCATED WITHIN WALL CAVITY 1" 1" FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING z FIRESTOPPING ASSEMBLY _ F'AND'T' RATINGS REQUIRED p' �_ ,�; J_ w J_ Lu Q dd rj d<..- 4 - ='� d`a• - W W J - W J `J a a, m A a a a o W o W O W z Z d - _d -a .a. ° - - PIPING - °- d- o N - o v"', - vNi = s d•-.- c ' d LJL. Q - W Q LL Q o w = o w = o w O a H d' n- FIRE -RATED FLOOR/CEILING ° . ° a - d 0 ASSEMBLY = Lu C� FIRE CAULK 9 ap a'aQ = BACKER ROD AND FIRE CAULK BACKER ROD AND FIRE CAULK _ BACKER ROD AND FIRE CAULK > d 4° 0 Q Lu ° d d O z SOFFIT WHERE OCCURS O N Lu FIRE BARRIER FIRE BARRIER FIRE BARRIER > Vl 00 _y y� J CD ro CD SEE ASSEMBLIES SEE ASSEMBLIES SEE ASSEMBLIES } CHAMPFER @ STRUCTURAL CONC. COLUMN O N O N _ o PARALLEL FRAMING w/ NO SHEAR PARALLEL FRAMING w/ SINGLE SHEAR PARALLEL FRAMING w/ DOUBLE SHEAR CD O Z N z w FIRESTOPPING @ PIPE AND SLAB CHAMPFER COLUMN DETAIL, TYP FIRE BARRIERS @ RATED FLOOR FIRE BARRIERS @ RATED FLOOR FIRE BARRIERS @ RATED FLOOR 1 1 /2" = 1'-0" 12 1 1 /2" = 1'-0" 13 1 1 /2" = 1'-0" 14 1 1 /2" = 1'-0" 1 5 1 1 /2" = 1'-0" REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 05.12.23 AS1009 r. SHAFTLINER SEE A0.11 FOR WALL "' SHAFT WALL PER ASSEMBLIES SEE ASSEMBLIES '. . '4,•'9.��1 a ASSEMBLY BASE BOARD, WHERE OCCUR ACCOUSTIC SEALANT METAL STUD TRACK - -TO P '\ ... REVISION a . N VISIO FINISH PER INTERIOR _ - I ', ACCOUSTIC ISOLATION MAT, WHERE OCCUR 2' 0" MAX -BOTTOM DETAIL A MTL STUD May 17 2023 SEE A0.11 FOR OPENING BETWEEN STUDS 5/8" GYPSUM WALLBOARD y 40 0*400* _ CITY OF EDMONDS ASSEMBLIES — ALL SIDES OF RECESS 8 1/4" CONDUIT DEVELOPMENT SERVICES - - - DEPARTMENT > BASE BOARD, WHERE OCCUR w J 0 m g SEMI RECESSED FIRE „u , 4 ACCOUSTIC SEALANT W v, v V) W - m n v, — EXTINGUISHER CABINET m J ,•4 _ g •9• sa„ , Q m U; FINISH PER INTERIOR ACCOUSTIC ISOLATION MAT, WHERE OCCUR FIRE RATED AT RATED Or o w w BLD2021-0088 o W SECTION ASSEMBLIES Q w E m Q � U a w J z O L -d - d o W Q O LL }. °a d a Q N = Lu U Lu Ul .s . Q d d° TYPICAL EM BLY \ - - - - - - - - - - - — — - NOTE: EXTINGUISHER CABINETS W 'I::' •:� Lu C SS p °a ;�� 4 Q RECESSED EQUIMENT THAT ARE NOT FIRE RATED _ REQUIRE 5/8" TYPE'X' GYPSUM I _ - DETAILS a - _ _ WALLBOARD ON ALL SIDES OF FIRESTOPPING; PER o < d q._ Q RECESS. 41 Lu n Ln A CORE DRILL CONSTRUCTION SET v) SEEA0.11 FOR THROUGH PT SLAB 10 PLAN o ASSEMBLIES FOR CONDUIT E 1J DEMISING WALL @ PT FLOOR DEMISING WALL @ WOOD FLOOR METAL WALL @ RATED RECESS METAL WALL @ RATED FEC RECESS0 HORIZONTAL SHAFT @ CONIC DATE PROJECT NUMBER 161 1/2" = 1'-0" 171 1/2" = V-0" 183" = 1'-Ul 193" = 1'-0" 21 1/2" = 1'-0" p 02.14.2023 184470 u SHEET NUMBER A0e41 J 1 ❑ 3 4 ❑ 6 C i i i I I I I I � In �O 9 MO PROPERTY LINE _z rll_1_2z�z 0 0 10'-0" STORM EASEMENT ICI FAM LU i L 1 O Or- CL 00 z ❑00 00 U °' 00 N Q 00 01 I' Q ❑ 1 L _C r I y 00 LCLI 1 O C' Ci ❑ 1 STY I (E) CMU WALL (E) CONC. WALL — L 1 1 Y O8❑ 9 10 12 A I212th St SW I I I I I I I O O CONCRETE SIDEWALK TYP. 10'-0" STREET BUILDING MOUNTED FLAG POLE ^ SETBACK F 7 PLANTER, TYP. ---�� j7 TL-------------- / Ln N / 00 o PROPERTY LINE .40 1U-0" UTILITY 10'-0" UTILITY EASEMENT EASEMENT r � I I I 3'-0" ELECTRICAL EASEMENT I I I 10'-0" UTILITY EASEMENT I I I I I I I I I NEW INDEPENDENT LIVING 'BUILDING + 163,986 SQUARE FEET I I I I 0 0 0 M0NI BUS I I I I I I STAIR- 1 — — — — — — — -- I I I I I I I I I I I I CONCRETE MECHANICAL 1032 I I I I I I I I 0 0 0 0 0 0 I O 0 0 PROPERTY LINE ~� 1 SITE PLAN I 1/8" = 1'-0" LOADING 10'-0" POWER LINE EAS E M E NT'VA 10' SANITARY y+ SEWER EASEME 1�-f� o 99 O I° O 9 OT ADJACENT PROPERTY A I F A■ A c ■% M'Y\ sk■■% �+ z O 0 a Of 1 U-0" STREET SETBACK I I ---- TRASH ROOM I I CANOPY ABOVE STAIR - 2 GENERAL NOTES - SITE PLAN 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION RELATED TO SUCH. 3. REFER TO CIVIL DRAWINGS FOR GRADING AND UTILITY INFORMATION. 4. CONTRACTORS SHALL VERIFY ALL LOCATIONS OF EXISTING UTILITIES, CARE SHOULD BE TAKE TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 5. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ALL PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 13 6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK-UP. 7. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES - WHETHER OR NOT THE POWER LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS OR ADDITIONAL EXPENSES. 8. SEE SHEET A1.01 - SITE DATA FOR FURTHER INFORMATION REGARDING NUMBER AND TYPE OF VEHICULAR AND BICYCLE PARKING SPACES PROVIDED. 9. FIRE LANE LOCATION IS DIAGRAMATIC, SEE CIVIL FOR EXACT LOCATIONS AND FOR STRIPING ❑ REQUIREMENTS. 10'-0" X 10'-0" PED & SITE DATA UTILITY EASEMENT TOTAL PARKING COUNT: 83 LEVEL 1: 29 - - -- -- LEVEL P1: 54 iBICYCLE PARKINING : 10 ACCESSIBLE PARKING 5 REGULAR STALL PROVIDED (4 ON L1; 1 ON LEVEL P1) 1 VAN STALL PROVIDED (1 ON L1) 1 A REQUIRED ACCESSIBLE PARKING *PER TABLE 1106.1 A MINIMUM OF 4 PARKING SPACES ARE REQUIRED TO z BE ACCESSIBLE FOR A PARKING COUNT OF 83. PER 1106.5 1 SPACE IS REQUIRED TO BE VAN -ACCESSIBLE. I B a Note: A total of 127 R-2 units are provided, and 83 parking stalls are � CL provided, reducing the overall parking ratio to units to less than 1 stall per 01 unit. IBC 2015 1106.2.3 "Where at least one parking space is provided for each dwelling unit or sleeping unit, at least one accessible parking space shall be provided for each Accessible and Type A unit." 1106.2.3 does not /CONCRETE SIDEWALK TYP. I f h IA h app y to scope o protect as t C;par ing spaces are not meeting t e minimum provision of 1 parking space per sleeping or dwelling unit. SITE: 33,926 SF SITE LEGEND i00, ' LANDSCAPE 1 C 1 1 D 5'- 0" 5- 1 5/8" CONCRETE SIDEWALK E IC ❑ CONCRETE PT DECK i ❑ i La PEDESTRIAN ONLY WALKING AREA z� ❑ LOCATED WITHIN PARKING GARAGE 1 I L' w CL I O I�� z I I� N I 1 ❑ G P i 0 NOTE: SEE CIVIL CONSTRUCTION 'I PLANS, REVIEWED UNDER FILL/GRADE RASH i PERMIT #BLD2021- 0116, FOR ALL STAGING I REQUIRED CIVIL SITE IMPROVEMENTS. READ i i i ' H 1 C K II 1 I I I I l ' w I iz ❑ GENERATOR LU I1031 i 0 la I I I L 1 I 1 I I I I I I/ 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 z () O 0 0 Z z O � Q LU u' z z LL O OJ o Q� O V' z O;LU J CD 8 O O CD J o O C:)= Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SITE PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET-WMBER Al 901 WALL- OR POLE -MOUNTED "NO PARKING" SIGN WALL- OR POLE -MOUNTED ACCESSIBLE PARKING SIGN o (TYPICAL AT EACH ACCESSIBLE - STALL) I I N I PRE -CAST CONCRETE EQ EQ WHEEL STOP EACH PARKING STALL NOTE: ENTIRE AREA FOR ACCESSIBLE PARKING AND ACCESS AISLE SHALL BE FREE FROM OBSTRUCTIONS, I ' INCLUDING BUT NOT LIMITED TO COLUMNS, PLUMBING, ETC. ENTIRE AREA TO HAVE MAXIMUM 2% SLOPE IN � ACCESSIBLE PARKING STALL - ICC/ADA ' 1/4" = 1'-0" VVV VARIES 8'-6" TO T-0" PRE -CAST CONCRETE WHEEL STOP 4 INCH PAINTED STRIPES 12 INCH HIGH PARKING SPACE NUMBER 4 INCH PAINTED STRIPES PAINTED ACCESSIBILITY SYMBOL TYPICAL AT EACH ACCESSIBLE SPACE � STANDARD AND COMPACT PARKING STALL DIMENSIONS - SFO v 1/4" = 1'-0" I I I I I I I I I I I ICI ACCESSIBLE BIKE PARKING ACCESSIBLE BIKE PARKING 3/4" = 1'-0" T-9" 6'-3" PROVIDE SIGNAGE 1" HIGH LETTERING ON A 8"x12" WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY ON WALL OR FLOOR FOR ACCESSIBLE BIKE PARKING STALLS. MOUNT ACCCESSIBLE BIKE SIGN IN CONSPICUOUS LOCATION, VERIFY LOCATION WITH ARCHITECT ACCESSIBLE FLOOR MOUNTED BIKE RACK 30"X48" CLEAR FLOOR SPACE WHITE PAINT TRAFFIC ARROW DETAILS ' v 1/4" = 1'-0" s J Q w g m Ln w z u u Q p o Q En p z Q Q SECTION AT WALL SECTION AT POLE ELEVATION 2 INCH DIAMETER STEEL POST WITH CAP - CENTER ON PARKING SPACE WHITE LETTERS AND SYMBOLS ON BLUE BACKGROUND. SIGN TO BE NON -GLARE LOWER SIGN TO READ "VAN ACCESSIBLE" (AT VAN DESIGNATED SPACES ONLY) 1/4 INCH STEEL THROUGH BOLTS ANCHOR BOLT -1 /4" DIAMETER (4) 1/4 X 8 X 8 INCH STEEL PLATE WITH 3/8 INCH HOLES 1 X 1 INCH FROM CORNERS WALKING SURFACE NOTE: ALL STEEL FASTENERS TO BE G185 GALVANIZED � ACCESSIBLE PARKING SIGNAGE - ICC/ADA J 3/4" = 1 '-0" 0 z 0 SECTION AT WALL SECTION AT POLE ELEVATION 2 INCH DIAMETER STEEL POST 'VITH CAP CENTER ON PARKING SPACE GREEN LETTERS ON WHITE BACKGROUND - PER LOCAL CODE REQUIREMENTS /4 INCH STEELTHROUGH- 3OLTS kNCHOR BOLT 1/4" DIAMETER (4) /4 X 8 X 8 INCH STEEL PLATE VITH 3/8 INCH HOLES 1 X 1 NCH CORNERS VALKING SURFACE Q ELECTRIC VEHICLE SIGNAGE v 3/4" = 1 '-0" BASE PLATES 5 INCH DIAMETER TACK WELD 1/4 INCH CAP PLATE OVER FASTENERS ANCHOR BOLT -1/4" DIAMETER (4) POST TENSIONED SLAB � 7 BICYCLE RACK -WIDE SPACING - 4 BIKES ' L 3/4" = 1'-0" CONCRETE FILLED STEEL BOLLARD - 3 INCH RADIUS CAP - PAINT'OSHA' YELLOW STEEL EMBED -SEE STRUCTURAL DRAWINGS __ONCRETE SLAB r� RlllGC (nl +/_ in, _ 1 1 BICYCLE RACK -WIDE SPACING - 5 BIKES ' J 3/4" = 1'-0" CONCRETE FILLED STEEL BOLLARD 3 INCH RADIUS CAP PAINT'OSHA' YELLOW CONCRETE SIDEWALK 7 BASE PLATES - 5 INCH DIAMETER -TACK WELD 1/4 INCH CAP PLATE OVER FASTENERS ANCHOR BOLT -1 /4" DIAMETER (4) POST TENSIONED SLAB 1/2 INCH RADIUS PRE -CAST CONCRETE WHEEL STOP EPDXY BONDING AGENT DRIVING SURFACE NOTE: ACCESSIBLE PARKING SPACES (1106.1) TOTAL PARKING SPACES PROVIDED IN PARKING FACILITY: 86 (76-100) REQUIRED MINIMUM NUMBER OF ACCESSIBLE SPACES: 4 1 d' d 4"_ 6" d 9 ° < d. d° I " d a .d I PLUMBING PIPE LU w .4.. z w w > �_� ° Ad z PIPE GUARD, ,- HEAVY DUTY; -' a WHERE REQUIRED o a w I > d. I � a Q d } a °4 _ w d 14 I CONCRETE WALL I a d 9 da 4 ° d . . d° < d'° . ad a .. .d. .d ° ° c ° v d.. d ° d .° dp^ ELEVATION PLAN d.. IIIIII-1 E I 17 BOLLARD ON PT SLAB. 1 1 /2" = V-0" � Q BOLLARD ON PAVING ' v 1 1 /2" = V-0" 1 Q PRE -CAST CONCRETE WHEEL STOP IJ 3" = 1'-0" 20 PIPE GUARD, TYP 1 1 /2" = V-0" 91281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V CD 00 M z 0 L7 Z z OL/711 0 V W 0 z z L.L O z OJ o cl� � O z O �00 0 J O O� O N O O � CD Z N z � ao_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SITE DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 n n io n V D V 1 CANOPY -PLAN ' 1 /4" = 1 '-0" n 4 CANOPY -SECTION 1 /4" = 1 '-0" :EL YP Ee f-1 1TTCm 1u a w L 1.,_1 0 w 60 N L w L 1.,_1 L 1.,_1 7 CANOPY -ROOF Z. 1 /41' = 1'-01, _LEVEL 3 � 126' - COUNTERTOP AND CASEWORK (BY OTHERS) ` 0 O 3 CANOPY- RCP 1 /41' = 1'-01, _ LEVEL 126' - 10 1 /4" LEVEL 2 LEVEL 2 5 CANOPY -SECTION -2 1 /4" = 1 '-01, cr 1u (- J w (- J a 1.,_1 (- J cr 0 w 80 N cr w (jJ L 1.,_1 (jJ cy 1u > STEEL COLUMN i STEEL BEAM =E STRUCTURAL )R MEMBER SIZING 9281 �i - OFVAlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 C1 z to 0 o Z z O Ln I.0 0 z z LL O O o O z O Lu00 > J o O N oCD J o O CD 2 Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SITE DETAILS - CANOPY CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 � Q CCD 003 KEY NOTES - PARKING LEVEL FLOOR PLANS GENERAL NOTES OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PARKING LEVEL FLOOR PLANS TREATMENT, SEE DETAIL 12 / A0.41 OELECTRIC VEHICLE CHARGING STATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2L 2. OMITTED O3 ELECTRIC VEHICLE CHARGING STATIONS - FUTURE 3. PROVIDE GUARDS AT EXPOSED PIPING AND CONDUITS IN ACCORDANCE WITH DETAIL 20/A1.20 4. PROVIDE BOLLARDS TO PROTECT DUCTS, EQUIPMENT AND OTHER CONSTRUCTION FROM IMPACT BY O4 BICYCLE RACK; 10 STALLS TOTAL, 5%TO BE VEHICLES, IN ACCORDANCE WITH DETAILA1.20. ACCESSIBLE 5. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 6. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. O5 COLUMN TO BE FINISHED WITH WALL ASSEMBLY 7. SEE SHEETS A0.21, A0.31 FOR WALL ASSEMBLIES. 9M•2 8. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 9. SEE ENLARGED PLANS FOR DETAILED DIMENSIONS, WALLTAGS AND DOOR TAGS 10. MAINTAIN MINIMUM CLEAR HEIGHT OF 98 INCHES, MEASURED VERTICALLY FROM FLOOR LEVEL TO LOWEST OVERHEAD OBSTRUCTION, COMMENCING AT POINT OF ENTRY OF PARKING GARAGE TO LOCATION OF ALL ACCESSIBLE PARKING STALLS REGARDLESS OF WHERE SUCH STALLS ARE LOCATED IN THE GARAGE. 11. HM DOOR OPENINGS IN CONCRETE CURBS AND WALLS INCLUDE 1" CONSTRUCTION TOLERANCE. MASONRY OPENINGS DO NOT INCLUDE ANY TOLERANCE. 1 2 3 4 5 6 8 9 10 12 13 12. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR 7 WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. J J MINIMUM DRIVE AISLE WIDTHS ALLOWED TO BE 22-FT PER ECDC CHAPTER 16.60. J MINIMUM PARKING STALL LENGTH TO BE 16' - 6" PER ECDC 18.95.020 J J J J 01F J J J 01 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V CD 00 M z V� 0 Z z O 0 V w o z z LL O OJ o O 0 z O ; �00 J C) o O� O N O O � I— = 4t Z ON z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 PARKING LEVEL 1 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEE7WMBER KEY NOTES - PARKING LEVEL FLOOR PLANS GENERAL NOTES OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PARKING LEVEL FLOOR PLANS TREATMENT, SEE DETAIL 12 / A0.41 OELECTRIC VEHICLE CHARGING STATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2L 2. OMITTED OELECTRIC VEHICLE CHARGING STATIONS - FUTURE 3. PROVIDE GUARDS AT EXPOSED PIPING AND CONDUITS IN ACCORDANCE WITH DETAIL 20/A1.20 4. PROVIDE BOLLARDS TO PROTECT DUCTS, EQUIPMENT AND OTHER CONSTRUCTION FROM IMPACT BY OBICYCLE RACK; 10 STALLS TOTAL, 5%TO BE VEHICLES, IN ACCORDANCE WITH DETAILA1.20 . ACCESSIBLE 5. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 6. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. OCOLUMN TO BE FINISHED WITH WALL ASSEMBLY 7. SEE SHEETS A0.21, A0.31 FOR WALL ASSEMBLIES. 9M.2 8. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 9. SEE ENLARGED PLANS FOR DETAILED DIMENSIONS, WALL TAGS AND DOOR TAGS 10. MAINTAIN MINIMUM CLEAR HEIGHT OF 98 INCHES, MEASURED VERTICALLY FROM FLOOR LEVEL TO LOWEST OVERHEAD OBSTRUCTION, COMMENCING AT POINT OF ENTRY OF PARKING GARAGE TO LOCATION OF ALL ACCESSIBLE PARKING STALLS REGARDLESS OF WHERE SUCH STALLS ARE LOCATED IN THE GARAGE. 11. HM DOOR OPENINGS IN CONCRETE CURBS AND WALLS INCLUDE 1" CONSTRUCTION TOLERANCE. MASONRY OPENINGS DO NOT INCLUDE ANY TOLERANCE. 1 2 3 4 5 6 8 9 10 12 13 12. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR 7 WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, LINO. 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 Cn z N o Z z O V) w o z z LL o O2 o � o z O LU00 > 00 J ru 0 8 O oN O o � l- = O 4t Z N z Q� w N Q a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RFI - 001 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PARKING LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 KEY NOTES - PARKING LEVEL FLOOR PLANS GENERAL NOTES OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PARKING LEVEL FLOOR PLANS TREATMENT, SEE DETAIL 12 / A0.41 2O ELECTRIC VEHICLE CHARGING STATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2L 2. OMITTED OELECTRIC VEHICLE CHARGING STATIONS - FUTURE 3. PROVIDE GUARDS AT EXPOSED PIPING AND CONDUITS IN ACCORDANCE WITH DETAIL 20/A1.20 4. PROVIDE BOLLARDS TO PROTECT DUCTS, EQUIPMENT AND OTHER CONSTRUCTION FROM IMPACT BY 4O BICYCLE RACK; 10 STALLS TOTAL, 5%TO BE VEHICLES, IN ACCORDANCE WITH DETAILA1.20 . ACCESSIBLE 5. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 6. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. O5 COLUMN TO BE FINISHED WITH WALL ASSEMBLY 7. SEE SHEETS A0.21, A0.31 FOR WALL ASSEMBLIES. 9M.2 8. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 9. SEE ENLARGED PLANS FOR DETAILED DIMENSIONS, WALL TAGS AND DOOR TAGS 10. MAINTAIN MINIMUM CLEAR HEIGHT OF 98 INCHES, MEASURED VERTICALLY FROM FLOOR LEVEL TO LOWEST OVERHEAD OBSTRUCTION, COMMENCING AT POINT OF ENTRY OF PARKING GARAGE TO LOCATION OF ALL ACCESSIBLE PARKING STALLS REGARDLESS OF WHERE SUCH STALLS ARE LOCATED IN THE GARAGE. 11. HM DOOR OPENINGS IN CONCRETE CURBS AND WALLS INCLUDE 1" CONSTRUCTION TOLERANCE. MASONRY OPENINGS DO NOT INCLUDE ANY TOLERANCE. 1 2 3 4 5 6 8 9 10 12 13 12. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR 7 WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric. C4wfer BUILDING OFFICIAL Jun 05 2023 APPROVED DATE 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N O 00 Cn z Vl 0 0 � Z z O V) 0 V Lu o 0 z z LL o O2 � o of o z O> Lu00 00 J `o 0 O oN 0 � o = 4t Z ON z a� w N Q a REVISION DATE REASON FOR ISSUE RFI - 001 06.22.22 AS1001 09.07.22 RFI - 125 05.12.23 CCD 007 05.10.23 RFI 307 RTICAL HEIGHT- MAIN MDP PANEL REVISION May 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 PARKING LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 CD I 1 1 2 3 4 5 6 7 8 9 10 12 I I I I I I I I I I I I U z O u O L.L. FA FO CONC I 18'-6" 12'-55/8" 1 14'-41/2" ' 6'-2" 1 13'-0" 23' - 31 /2" 28' - 6" 27' - 31 /2" 1 -.01 13'-83/4" 9'-53/4" 1 23' - 7" 1 \ A3.1 1 1 A4.52 3 7' - 0" 30' - 0" A4.52 1 1J 62 15'-0" 2'-7"1' 31/4" 14' 11" 6" A4.5- 24' - 6" 1' - 1 17 0" 5' - 6" I � I 5.� I - - ----- - - - - - - --- - - - - - - �--6- - - - - - --- - - - - - O1 62 PAINT z PAINT PLANTER, TYP 4 1007 0 O COLUMN, TYP (SEE STRUCTURAL)- `O LU O BOLLARD, TYP I = . , cl�lO� I I I I 24' }IIy1 TYP 1.0 I I DINING 5.2 I 0 12 - - , -v F -v 1 1007 _ ___ __ __ - A1.20 � �Q4 , PASSENGER ` BISTRO LOADING ZONE, GREAT ROOM 1002 VERTICAL MIN I TORAG TO RA I 5 CLR114" S10 6 S10 1001 ® �� 1007A 1007B 1 6 -1 1 P V �I F o VAST o a o A5.11 LOADING ZONE O 1 00 II 6o CLR SHALL NOT CD I� ii FRAMING OMEN'S Fn m WALL BELOW - PROTRUDE INTO 6" ® RR "o--- - b 6 - 7-E�=Ic DRIVE AISLE 4 ' 1006 009A e d I $1-o i .-I. - -- �� T 0 10 66 BEVERAGE KITCH�N7 i13 A1.20 o R 1010 „II 1005 FAMILY ROOM - - - a, . 81 /4 - - rl - L, q Ni I i I I PAINT, TYP M O _ I I- MIN CLR 60" CLR + � I � �� I N+a I/ 1 oos IRECEPTION MEWS ' � 11 i� I 1020A MAIL j EA OO I 1 I F I 0o I PAINT,1 ■ 11 _ • J �!�! • • ■ ■ ■I - III!I'' C� __ - -- i DID■ =_a . ' ® i _ ® ■ ■I I■I :: one N r8 9�O I � �; • Q, _■ ■ ■I i r , mil -- `. - \ ii'&' MIN ACCESS AISLE / ■ _- - == -- ,I - iiiiiiiiiiiiiiiiiiiiiiii=_='1 i II ■ , 1 1 =_ __ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I ::::::::::::::::::: __ i � ----It II -- - -- __ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■11 ■I■■■■ == = .. ?4'MIN TYP 1 102,1QI • : ! 1 • . �1 1 ._ i • == '� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. ®-1 1� � ' � -- =1= Illlllllllllllllllillllllllllllllllllllllllllllll NL�■_ ao 1026 O 1 co *2% MAX CROSS SLOPE @ 1 1 ;n I F �025 1018 RECEIVING 10 �9B TRASH O 7 A6.03 K ACCESSIBLE STALLS AND �I 10.0 1024 EMPLOYEE K IDF - 1017 1 CORRIDOR I 1015 A6.22 2 6 1 6 ROUTE OF TRAVEL ^ LOUNGE I 1016 1015 10= = - �- Flo, 9 1 1018 - - 1017C _ , - �; I � EXEC DIR. SALES MGR 1017A I , � 1025 1024 I I I MOP SINK COLLECTION 4 z LOADIN o- ) o - - - - - - I [No slopeI I 95' 1 5/8" z 18' - 0" ILV 14'- 6114" 4' 3" 5 VINIII PUS RECEIVE I Q 2K6.2 LS .__ __. _ J VAN ACCESSIBLE �i D - A4.51 TRAFFIC � �,. PAINT, TYP A o0 4'-6" 4'-21/4" COATING D B4. 3 8 El1 A - - - - - - - - ------� io - 8'-6" 8'-6:1 C2 8'-6" Q X z ao 4 1 o 0 4 u 1 22' 1 3/4" 11 zg N IJ m A6.03 DIN STAIR E1 I A6.03 . - ----1--- ----------- STAIR - 2 I- - - - J J N 5.1 I. T ----- -- 1 - - - _ -NO SLOPE - - 1 6 - THIS AREA C? - - - - ' I - U P X 1 1 1 N 1040 z - 3 2 1 1 GUARD RAIL @ - I I 19'-2" i -,/ SLAB EDGE i • BOLLARD 5.2 3.5 I ;I 18'-0" i ifl I 0180 DN N A3.13 Z_ IN J B4.2 3G.1 i l `10 -J5.2 3 8 3 12 N 3.5 MECHANICAL 1032 UaD i° 1 1 5.2 i� 3.5 8'-6" 8'-6" 8'-6" 1 8'-6" 8'-6" 8'-6" Di _j 0 0 FOC NC \ I J B4.1 z \131 8 OI \ u \ O I LLI 1 ' ----- ----- ----------- --- ------------ L ------------ ----------- - LEVEL 1 1 /8" = 1'-0" I 1 1 1 1 9'-0" 9'-0" 9'-0" 9'-0" 25-6" O 0 0 0 O O O DOWNSPOUT - _------- _---- -----------_--------_---------_-------- _ ---- _------=-------- _------- =-- - '\\ I I I I \ 1 \ A3.12 \ 2 \ A4.51 61 �T2ZU5 A B4.1 A 25- 41 /4" m CLR O Of v GENERATOR I� _ 1031 o TRASH TAGING 1 I I 3 1' I I I I 3 A6.01 I I 1 I I TRANSFORMER j M I ----------------- ----- - z ---------- -- O O LUL GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. ❑ 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS KEY NOTES - PARKING LEVEL FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O ELECTRIC VEHICLE CHARGING STATIONS 0 ELECTRIC VEHICLE CHARGING STATIONS - FUTURE 4O BICYCLE RACK; 10 STALLS TOTAL, 5% TO BE ACCESSIBLE 5O COLUMN TO BE FINISHED WITH WALL ASSEMBLY 9M.2 0 O Ln 00 CD N M Ln rn 2 0 A3.11 �I N PROJECT I F NN I� L 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK &ASSOCIATES, PLLC 0 00 z V) 0 0 � Z z OL/711 Q G LU 0 z z LL O OJ o o z O > v00 j CD � � o O� O N 0 O Z N z D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET-WMBER 3 O ILN FO CONC y O2 O3 4 5O 6 0 8) 9 10 12 13 I I I I I I I I I I I I 12'-51 /2" 14' - 41 /2" 6'- 2" 13'- 0" 18' - 6" 23' - 31 /2" 28' - 6" 27' - 31 /2" 13'- 8 3/4" 9'- 5 3/4" 23' - " 7 Ot 1 1 ❑ A .02 A4.01 A4. 2 o A3111 ---- o------------------------------------ - -- - ------ A4.52 ------------------------------ ------ ---- ----- - ---------V-- 3----------------- - ----------------------------------------- -- ---- -------------------------------------------------------- [7� 7' 0" 30' 0" A4.52 1 4 1, 6 2 15' 0" 2' T 1'- 31 /41, 14' 11 " 24' - 6" 1' 6 A4.51 1 T 0" 5'- 6" ------- -.�. - - - - - - - - - - - - - - - -- - - - - - - -- 5'� - - - - - - - - - - - Hill 7� 5.2 PAINT ' ' 1 6 z PLANTER, TYP O O PAINT 4 1007 O COLUMN, TYP _ ry mo , (SEE STRUCTURAL) Ln BOLLARD, TYP 00' 24' -11 TYP " i° I I DINING - - 5,2 � 22'-0"MIN ACCESS AISLE 12 � � � � � � 1007 � � 6h-- ------ ---- -------------------� ---- --- - A1.20 . Q PASSENGER BISTRO LOADING ZONE, GREAT ROOM 1002 - ' VERTICAL MIN I TO RAG TORA I s CLR 114" S10 6 S10 1001 i 1007A 1007B �I a o VEST. o I' o 60"CLR 0 A5.11 a I'7 0 1 00 FRAMING--WOMEN'S N m WALL BELOW------- - - '- - 4 1 �� o 1006 BEVERAGE I I KITC4N7' -J f A4.52 N i o 8 0 I TATION 1009 R 1010- I 1/4" 1005 -� FAMILY ROOM '-8 -- ----- - - - -a, . 2+1008 PAINT, TYP O _ I I MEN MIN CLR ■ �'+i I� in 60" CLR C-EPTIO \ fo I 1020A MAI L - I ❑ � ' L' / \ PAINT, TYP _ A1.20 - _ - _ I ill z 3 1 1003 0 : I ,> ELEV WAITING I A4.51 � g - DISCOVERY/ _ // 6' 9" m m 1004 4 ------------------------------------ I _ _ M = -CONE. Q I [ 1L 6 sl oo Al DRY STO R. ROOM z 8 I oo A3.13 i USINESS OFFIC L 26 J / I K-TYPEFIRE NI i M G I I i EXTINGUISHER 101 0 7101 0211 1 25-91/2" I � ® o- _ _ _ _� 1� , 1027 / 102 ELEV - 1 ELEV - 2 1011 �- - - _____ „ 22'-0"MIN ACCESS AISLE "' I- 1027 � � --� OR 1/2 TYP I I � ' - 1 20 _ N ADMIN_I- SALES MGR _ �777 - ------------- I S 102101TAIR-30 iV _ I I �I 1026 - RR-1101 4 J Q , 023 �� 1019A AS1001 I 5.2 ACCESSIBLE ROUTE OF TRAVEL I_ J F - 10 9B - - 6 1T 6 *2% MAX CROSS SLOPE @ 1 1 ;r, I 1025 101 B RECEIVING , ACCESSIBLE STALLS AND EMPLOYEE 1017 ' CORRIDOR TRASH k 7 A6.03 K . ROUTE OF TRAVEL i I 10.02 1024 L UNGE J 11 , 1016 I 1015 1015 _ II ^^ I ' I� 1018 1017C ❑ o I 10 1019 1� - TRASH G1018 MOP SINi EXEDIR. ALEMR 7A U Li �02COLLECTION ------ I o - I I I I � I LOADING z � I o o o- - _ _ _ _ _ I ,[No Slope]95' 1 5/8" ' rn 18' - 0" I , 14' 61 /4" 4'- 3" 0N0 PLUS AREA TO , 0 K5.2 -Tr! 41 5 RECEIVE J 2 6 qj VAN ACCESSIBLE PAINT, TYP A . - B4. A4.51 TRAFFIC B OF 4'-6" [41-21/411 COATING 3 8 1 A TYP --------------� - o z 81_611 8'- 6" io 8'-6" Q z 22' 13/4" � 4 i o 1 4 DN E I A6.03 u' g Q A6.03 A6.02 STAIR - 1 J J N RFI 047 5.1 1 STAIR - 2 -- ---------------------------T NO SLOPE 1 6 - - I - -THIS AREA -No- - - - o - - L I I et1-1 UP X!V�!i 1 11 1 1040 UP 95 13 I GUARD RAIL @ 19'-2" � SLAB EDGE / --------- I BOLLARD 55 oo m K�31 7 I 18'-0" 2 A4.01 O° 5.2 6 i 4 5.2 3B4.2 3G 1 i 3B4.1 o131121 •-- 35 I I I I I N MECHANICAL 1032 Q 103 �0 o 5.2 3.5 8'- 6" 8' - 6" 8' - 6" 8' 6" 8'- 6"10 FO C NCB I \ J B4.1 z \131 8 I oll I I I I I\ I �I I I I I I n I LEVEL 1 1/8" = 1'-0" No 1 1 I 9'-0" 9'-0"11. 9'-0" 9'-0" 25-6" O 0 0 0 0 0 0 --------------------------- ---= I\ IN, \ 1 \ A3.12 \ A4.51 I DOWNSPOUT I I I rn o u Z N 12'-2" 5 A 40 A3.13 sl 002 m I 0 m CLR o J V GENERATOR 1031 TRANSFORMER- i Fn ----------------- --- - ---------- -- zl O �� GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS Al1 &Al FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. ❑ 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS KEY NOTES - PARKING LEVEL FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / Al 2O ELECTRIC VEHICLE CHARGING STATIONS OELECTRIC VEHICLE CHARGING STATIONS - FUTURE OBICYCLE RACK; 10 STALLS TOTAL, 5% TO BE ACCESSIBLE OCOLUMN TO BE FINISHED WITH WALL ASSEMBLY 9M.2 O Ln v m Ln 9 N D 0 *GRAPHIC DIMENSIONAL N CLEAN UP E 0 N M Ln N C G CV /47-� 0 �12 N N PROJECT m 0 co N L CV - M - 9281 OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. CD 00 M V) O Z z O Un Q G LU 0 z z LL O O :�i 0 LU z O LU00 ; J o O N oCD J o o ~ = o Z N z a� N Q "' a REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 06.22.22 RFI - 047 07.07.22 AS[ 002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 &A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 1 2 3 4 5 6 7 8 O 10 12 13 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEETA11.02 FOR DETAILS 9/10 12'-5 5/8"' 14'-4 1/2" 6'-2" 13'-0" 18'-6" 23'-3 1/2" 28'-6" 27'-3 1/2" 13'-8 3/4" 9'-5 3/4" 23'-7" 14. SEE EXTERIOR ELEVATION SHEETS All 1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 2 KEY NOTES - FLOOR PLANS I A4.02 SEE FOR CANOPY ❑ STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE PLAN 1 1 1 3 1 TREATMENT, SEE DETAIL 12 / A0.41 = 1 A4.52 1 A4.52 A4.01 A4.51 A4. 2 N ❑2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING Y541 A3.11 N � AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED - - - - ----------------------------------------------------------------------------- ------------------------------------------------------------11 IDE-'-'-'-f1`��7`2"' '- 13' 6" 4' 6" 8' 11" 3/4" ❑ 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING 1 I AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL j SIDES 7'-11/2" 2'-03/8" 1'-7", 6'-7 -9„ 3- 0„ 5- 1"� � 1 5'-7" ,� 11 1/16 O C STORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. ' 1 8' 3' 11 3/4" ' 21 /2" 101 /2 1 01 /2 3, 6-13 _2„-� ! 1 I I I I 1I FO SHTG J - i -_-_-_ --_ oo FO SHTG Un � L 5G ❑ 211.5 i - 6G LL i IL-C3 1 IL-C1 (TYPE A) IL-B5 IL-B1 z IL-B6 IL-B1 J o IL-C3 ❑ 218 216 Q 214 212 J ILL. 210 208 206 Q LL ' I 1 -- I 1 2 I I I I I � I ❑ I I I I ! El EIb j i ❑ I� ❑ CEOrQ (t0 i o? ° J ' -L9 9- 9. 1 j ❑ 171 , _ 6B.1 - i m - - 1 1 6 CORRIDOR 2 N ® -- ---------- A5.12 2100 - - A4.52 - �o , N I D - -- - - N I ❑ STO R. o ❑� 101-1 004 2005 STOR. 3_ ! i° I L-B1 20 4 I E ❑❑ ❑ ' M 22o I I ❑ ❑ - - - _ ! 3 A4.51 _ I I ELEV. WAITING o j Q 25'-8 3/8" iO ❑ 1 2000 A621 ELEC/IDF 03 003 71F 00 IL-B6 I o I 2002 . 6B.1 1 i I IDF/ELEC I IL-C4 211 I - - --- 1 6 C,l IL-05 (TYPE A) - 6B.1 L! I 2006 I 213 - 6G 0 204 1 0 2 6 ' 3 1 6 -- - ---------- A4.02 � N I I ELEV - 1 B ELEV - 2 A 6 1 ' j I L-A2 Ca o I Q I 13 I 1 222 ❑In 002 N ❑ F --- - - - - - - 6D. 2 ! IL-B2 +DEN 10 1/2" 5' 7" 11' 8" 5' 11" - -- 1 6 ooTRSH o ' _ EJ� I A3.12 i 3 4 9" 9' 11 " A6.03 1 21.5 _ - �❑ m ❑ CD18' - 6" I L-Al (TYPE A) - - I `" 3 0 C _ m 1 0 203 - _ 1 A3.13 0 ® ° N a❑ i `" - - a - - - - - - - ❑ - - - - - - - - - - G 0 En op L A3113 COURTYARD C) A313 Q - IL-131 _ 5G O O IL-B5 O _ N I PLEASE SEE 2 i 224 Ln 2 .5 - 201 I L-B3 (TYPE A) N �_ - ❑ ❑ 202 ! PLAN FOR 9 A3.11 Q 4 N TYP ----- - i CANOPY N --� C -. - ------ 00 Q DETAILS 00 3 A6.02 op Ln 12 B2 ❑ I M I o I �11 � I SEE FOR C 6 "' j H DETAILS Af�D A5.41 I N a T - 7" 5' - 4" 91 /2" 7' -10" 9' - 5" 5' -11 " 7' - 8" I - I� T1- - ❑ DN PLANS STAIR 2 2 5/16" J 5 , , K3.1 3112 o ' - ! ao � N 2 -> ! A4.01 o , ! Qo El (QO OpI Op L - p DO F DO F Op I I 1 ❑ 1 ❑ 1 ❑ ❑ ❑ ❑ o 6B.1 ! N IL-C2 IL-135 IL-132 IL-136 IL-136 IL-136 IL-136 i 226 228 230 232 I L B6 6B.1 236 238 240 34 j 11 6 o o o j FO SHTG I 1O FO SHTG_ j 3 1 /2" 3„ 1 8' 61 /2" 0" 5' - 01 /2" 7 3/4" 1 4" 61 ' 0 1 j 6'- 7 3/16" 7' - 01 /4" 10" 5'- 61 /2" 9' - 0" 6'- 0" 1 1 "' 4' 6" 5' 0" 5'- 0" 6' 0" 5' -11 11' - 5" 4" 11' 11 1/2" 1 2'-51/2" 11'-01/2" 10'-73/4" I - 2 GUTTER - �---------- H------------- - - - - - - --------- ------ - - - - - - - - - A4.51 __ - - - - - - - - ❑ �- N fi--------- -- -- -- �- -- ------------------------------------------------------------------------------------------ ----------------------------------+----------------------------- ---------------------------- �+-------------- I ° LL 1 A3.12 LEVEL 2 1 /8" = 1 '-0" PROJECT M 9281 ;'r011 4xv OF rA - - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N z Ln 0 Z z O V) V 1 W z z O > O2 0 p 0 3: z LU O j 00 00 J ro 0 p O N 0 o 0 = 4t O Z N z Q� w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 D n 1O T O O4 5 6 7 8 O 10 12 13 12'-5 5/8"' 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23'-3 1 /2" 28'-6" 2T-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" i i i i i i SEE FOR CANbI DETAILS AID PLANS zo I L-C2 226 o FO SHTG `O 31 /2" I I 6' 73/16" T-01/4" 1'-0" i �---------- -i H------------- — — — _ I0 ----------- ;; A, - q 1 _ _----- - - - - - - - - - - - - GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEETA0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE 2 TREATMENT, SEE DETAIL 12 / A0.41 l7 _ O2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED 01 LL SIDES --------------------------------------- — ------------ 3/4" � 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES 7' 9" 3' 0" 5' 11 1/16"' O STORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. T-2" . 71 1 LEVEL 2 1/8" = 1'-0" PROJECT 9281 - OF vlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 C1 z to 0 C Z z O w o 0 z z LL O O o � O z O LU00 ; J o O N oCD J o ODO CD ZCD = N z D_ REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 an 1O T O O4 5 6 7 8 O 10 12 13 12'-5 5/8"' 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23-3 1 /2" 28'-6" 27'-3 1 /2" 13-8 3/4" 9'-5 3/4" 23'-7" i i i i i i SEE FOR CANbI DETAILS AID PLANS zo I L-C2 1 226 o FO SHTG `O 31 /2" I I 6' 73/16" T-01/4" 1'-0" i �---------- -i H------------- — — — _ I0 5' b 1/Z" _ _----- - - - - - - - - - - ELEV - 1 ELEV - 2 I GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEETA0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE 2 TREATMENT, SEE DETAIL 12 / A0.41 l7 _ O2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED 01 LL SIDES STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING --------------------------------------- — ------------ 3/4" 2A ' AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES T-9" 13'-0" �5'- 11 1/16"' O STORAGE LEVER TO BE BETWEEN 15" 48" A.F.F., TYP. T-2" . 71 1 LEVEL 2 1/8" = 1'-0" PROJECT 9281 - OF vlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 0-11 to 0 c Z z O w o 0 z z LL O O o � O z O LU00 ; J o O N oCD J o O CD ZCD = N z D_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 11 1 1 2 3 4 5 6 7 8 9 10 12 13 12'-5 5/8" 14'-4 1 /2" 6-2" 13-0" 18'-6" 23-3 1/2" 28'-6" 27'-3 1 /2" 13-8 3/4" 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 1 LEVEL 3 Ez PIF KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 (OFFlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z V) 0 0 (� Z z O U) w o 0 z z LL O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 1 2 3 4 5 6 7 8 9 10 12 13 12'-5 5/8" 14'-4 1 /2" 6-2" 13-0" 18'-6" 23-3 1/2" 28'-6" 2T-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. wl VI 1 LEVEL 3 L�F KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 - OFYAlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 0-11 V) 0 c !� Z z O LU o z z LL O O o O z O LU00 > J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 IN an 1 2 3 4 5 6 7 8 9 10 12 13 12'-5 5/8" 14'-4 1 /2" 6-2" 13-0" 18'-6" 23-3 1/2" 28'-6" 27'-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 1 LEVEL 3 :Z: wl VI KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 -k' - OFYAlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 C1 z V) 0 c !� Z z O Lu o z z LL O O o O z O Lu00 > J o O N oCD J o ODO CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 07.26.22 RFI - 088 12.30.22 CCD 003 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 C 12'- 5 5/8" a 14'-41/2" 6'-2" L. 13'-0" 18'-6" a 23- 31 /2" 190' - 4 5/8" 28'-6" A I _ Ee 27' - 31 /2" 13'-83/4" L 9'-53/4" 13 23' - 7" L GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALLAND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al 1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. O 5'- 61 /2" 11' - 01 /2" 10'- 7 3/4" 11' 5" 4" 11' -11 1/2" 5' - 0" 0) O � 6'-73/16" LL 40 _------- _�------- _---------------- �— — — — 1 A3.12 2 A4.51 0 � V 77 V LEVEL 4 1 /8" = 1'-0" PROJECT J KEY NOTES - FLOOR PLANS 1O STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 i n n io n V D C O O 5 7 O 190' - 4 5/8" 12'-55/8" L 14'-41/2" �- 6'-2" L. 13'-0" 18'-6" A 23- 31 /2" 28'-6" 27' - 31 /2" 13'- 8 3/4" 12 9'-53/4" L 13 23' - 7" L GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALLAND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al 1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. KEY NOTES - FLOOR PLANS 1O STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. LEVEL 4 � 1 /8" = 1'-0" PROJECT 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 C1 z to 0 C Z z O Lu o z z LL O O o O z O Lu00 ; J o O N oCD J o O CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 06.14.22 RFI - 043 07.26.22 RFI - 088 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 6 A2*014 C ' 1 /8" = V-0" 1 2 3 4 12'-55/8" 14'-41/2" 6'-2" 13'-0" O 18'-6" 0 23' - 31 /2" A I 28' - 6" O 27- 31 /2" 9 10 12 13- 8 3/4" 9' - 5 3/4" 23' - 7" y GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS All 1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. PROJECT 2 A3.11 KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 M z LAI 0 Z z O 0 V w o z z LL O OJ o O 0 z O ; �00 J C) 8 O� O N J o 0 Z CD N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOWNIBER p GENERAL NOTES - FLOOR PLANS n N 1. REFER TO SHEETA0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH n THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.1 1 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEETA0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE D 2 3 4 5 6 7 8 9 10 12 S OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET A11.02 FOR DETAILS 9/10 12'-55/8"' 14'-41/2" 6'-2" 1 13-0" 18'-6" 23'-31/2" 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" 23'-7" 14. SEE EXTERIOR ELEVATION SHEETS All1-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. C II 1/8" = 1' 0" PROJECT Ek J KEY NOTES - FLOOR PLANS OSTRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD Cb 0-11 to 0 c Z z O LU o z z LL O O o O z LU00 O > J o O N oCD J o O CD ZCD = N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 07.26.22 RFI - 088 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 SHEET NUMBER 6 A2eO5 1 2 5 6 7 8 9 10 12 13 3 4 12'-5 5/8" 14'-4 1 /2" 6'-2" 13'-0" 18'-6" 23'-3 1 /2" 28'-6" 27'-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 &A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALL AND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEETA11.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 01F 1/8" = 1'-0" — , PROJECT' 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 M z V� 0 Z z O 0 V w o z z LL O OJ o O 0 z O ; �00 J00 8 O� O N O O � I— = 4t Z ON z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 FLOOR PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHOWMBER A2*06 11 III 12'-5 5/8" V' 4 L I °` A7.22 i FO SHTG I I L-C3 � 618 M M i N i 2 I L-B1 A7.45 620 o IL 14'-4 1 /2" L 6'-2" L 13'-0" 23-3 1 /2" -3 A4.52 2'-03/8" 11-71 6'-1" 10'-6" 1, 5'-7" L ST1-0 ID 7'-7" 5'-4" 44 — I 2 6 1 6 ALIGN 6'- 21 /4"414Ar 2 l o A4.1 i 0 DO � ❑ a QD I i ❑ ; Q IL-C2 IL-135 I IL-132 626 628 -� 630 � o FO SHTG 31 /2" 3„ zT - 01 /4" 1 ' 0" 5' - 61 /2" 9' 0" 6'- 0" fi 7 11' 01 /2" M. 11'-5" 27'-3 1 /2" 13-8 3/4" L 9'-5 3/4" 23'-7" 11'- 0 3/8" 0 1= ; CCD 005 0 0 J nri n� GENERAL NOTES - FLOOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PRIOR TO FRAMING VERIFY THAT FINAL APPLIANCE AND PLUMBING FIXTURE SIZES/CLEARANCES MATCH THOSE USED AS BASIS OF DESIGN. 3. REFERENCE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 4. SEE SHEETS A0.11 & A0.21 FOR WALL ASSEMBLIES. 5. SEE SHEET A0.41 FOR TYPICAL FRAMING AND ACOUSTICAL DETAILS. 6. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.20 FOR LOCATIONS OF FIRE EXTINGUISHER CABINETS. 7. REFER TO ENLARGED UNIT PLANS (A5.21-A5.25 SERIES) FOR DETAILED INFORMATION WITHIN EACH RESIDENTIAL UNIT 8. REFER TO STRUCTURAL DRAWINGS FOR COLUMNS, SHEAR WALLAND BEAM SIZES. 9. NOTES TO ALIGN ARE TO FACE OF FINISH, UNO. 10. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO MASONRY, FO FRAMING AT EXTERIOR WALLS, FO STUD @ PARTITIONS, CENTER LINE OF DEMISING WALLS, DOORS AND WINDOW OPENINGS, UNO. 11. CLOSET DOORS AND OPENINGS ARE CENTERED ON THE CLOSEST WALL, UNO. DEPTH MAXIMUM INSIDE OF CLOSET IS 24", UNO. 12. CORRIDORS TO BE 6'-0" MINIMUM CLEAR, TYP. 13. CORRIDOR HANDRAILS SEE SHEET Al 1.02 FOR DETAILS 9/10 14. SEE EXTERIOR ELEVATION SHEETS A3.11-A3.12 FOR EXTERIOR WINDOW TAGS 15. ALL CORRIDOR AND UNIT DEMINSING WALLS TO BE 2X6 INTERIOR WALL ASSEMBLY'6B.1' U.N.O. 1 A3.12 LEVEL 6 1/8" = 1'-0" PROJECT 9281 (OFF,� - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jun 01 2023 APPROVED DATE Q0 N CD 00 z to 0 o Z z O w o 0 z z LL O O o O z O Lu00 > J } o O oN J o O CD ZCD = N z QD_ REVISION DATE REASON FOR ISSUE 06.14.22 RFI - 043 07.26.22 RFI - 088 03.14.23 RFI - 247 04.07.23 CCD 005 05.12.23 AS1009 REVISION May 17 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 FLOOR PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 1 2 3 4 5 6 7 8 9 10 12 13 3 A4.02 2 A3.12 112' -11 10'-0" MIN CLR FR ROOF PLAN 1 /8" = 1'-0" GENERAL NOTES - ROOF PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SHEETA0.31 FOR HORIZONTAL ASSEMBLIES. 3. PROVIDE ROOFING MANUFACTURER'S STANDARD WALKWAY PADS BETWEEN ALL ROOF HATCHES, ROOF ACCESS DOORS, AND ROOFTOP EQUIPMENT AND AROUND PERIMETER OF ALL ROOFTOP EQUIPMENT. 4. PROVIDE POSITIVE ROOF SLOPE TO DRAIN AT MINIMUM SLOPE OF 1/4" PER FOOT MEASURED ALONG VALLEYS, UNLESS NOTED OTHERWISE. S. ROOF PENETRATIONS SHOWN ARE SCHEMATIC IN NATURE; COORDINATE ACTUAL SIZE, TYPE AND LOCATION OF EQUIPMENT. CURBS, AND ANY OTHER ROOF PENETRATIONS THAT MAY BE REQUIRED TO SUPPORT, SECURE OR FLASH ROOFTOP EQUIPMENT. 6. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 7. COMPLY WITH THE MOST STRINGENT OF SMACNA, NRCA OR MANUFACTURERS' REQUIREMENTS FOR FLASHINGS, COPINGS AND OTHER SHEET METAL CONSTRUCTION. 8. VERIFY ROOFING MANUFACTURERS MINIMUM REQUIREMENTS FOR LAPPING OF ALL MATERIALS. BRING CONFLICTS WITH ARCHITECTURAL DETAILS TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION. 9. REFER TO DETAILS FOR TOP OF PARAPET DATUMS. 10. SEE MEP AND LANDSCAPE DRAWINGS FOR ROOFTOP FURNISHINGS, EQUIPMENT AND PENETRATIONS. 11. VERIFY THAT BUILDING APPURTENANCES COMPRISE NO MORE THAN 20% OF BUILDING SURFACE AREA ABOVE THE MAXIMUM HEIGHT PER ECDC 16.06.020.B. ROOF PLAN LEGEND MECHANICAL EQUIPMENT & DUCTING, LOCATION ARE APPROXIMATE; GC TO COORDIANTE EXACT LOCATIONS IN FIELD (SEE MECH) 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC (V O 00 z 0 L7 Z z O 0 V w o z z LL 0 OJ o 0 0 z O ; �00 J C) 8 O� O N J o 0 Z N z Of � QN aws REVISION DATE REASON FOR ISSUE 1 06,18,21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 02.28.22 IFC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ROOF PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 1 2 3 4 5 6 8 9 10 12 13 7 I I I I I I I I I I I I I I I I I I I I I I 01 12'-53/4" 14'-41/2" 6'-2" 13' 0" 18'-6" 23'-31/2" 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" 23'-7" 167' - 51 /2" 71 /4" 18' - 71 /4" 4'- 41 /2" OF 00 _o 0 L F- 00 I I I I I I I I I 4'- 41 /2" N F- L rn -3'- 01 /4" I I I I I I I I I I 8 Ln N N N - 00 6 00 91'-0" [No Slope] N 19' - 21/2" 8" 00 C 86' 0 " [No Slope] 22 o i° ' S 7/16' M F-61 91'-0" 91'-0" - 91'-01, `O 91' ' 91'0" m AJ 00 - ^I v o m o 0 71 /4" 'n cn _ 89' 81 /2" 95'-1 1 /21 m g9'-81 /2" 21' - 0133/256" Ln - En Z -' W O 89'-81 /2" Ln — —�— — — — —�— — — 11 1 /2" M - a)19' IF00 00 Ln Ln 7 a 00 0o z o SLAB ABOVE N 88, 11" - m o i [No Slope] o 00 /777 22'777 SLAB ABOVE 61/4" 5.0% UP TO LEVEL 1 PARKING 9 op m 5'-1 1 /2" N c� DN J 0'-5 1 /4" z 84'-0" [No Slope] o g - O E Ln 89'-10 3/8" - 1 - 1/2 4'-7" N [No Slope] [No Slope] 8 8 9 N 90'-3 3/4" o AREA DRAIN 1° 5.0% 00 Ln N I I I [No Slope] I � I DIN I I I I m DETENTION VAULT 90'-3 3/4" ELEVATIONS BY OTHERS rn z_ Qo N O 90'-3 3/4" [No Slope] w \ D_ / O t� I 44' - 61 /2" 70' -1 1 /4" 17' - 4 3/4" 56' -10 3/4"01 - . I V-53/4" �_ 190' - 4 5/8" ' 1 LEVEL P1 -SLAB PLAN ' 1/8" = 1'-0" GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROL JOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. SLAB PLAN LEGEND SLAB STEP /7771 SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE O RAMP ON GRADE CONCRETE CURB FLOOR DRAIN ROOF DRAIN WITH OVERFLOW O O PROJECT 0 U 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC O 00 M V) 0 (� Z z O Un G� 0 V1 LU 0 z z L.L 0 O 0 0� 0 � � z ON W > Vl °C J CD O oN 0 � J o co Z N z QD_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL P1 SLAB PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 GENERAL NOTES - SLAB PLANS Y) 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. D 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. Y) 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR n PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROL JOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. En M 1 2 3 4 5 44' - 61 /2" 1 LEVEL P1 -SLAB PLAN ' 1/8" = 1'-0" 1'-53/4" ' 70' -1 1 /4" 7 8 9 190'-41 /2" 17' - 4 3/4" 10 12 56' -10 3/4" i 13 - 01 /4" 0 RFI - 004 o Q RFI - 004 M M QEn RFI - 004 v m Ln a [V [V N 1.0 V O N m 0 N PROJECT SLAB PLAN LEGEND SLAB STEP /7771 SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE O RAMP ON GRADE CONCRETE CURB OFLOOR DRAIN ROOF DRAIN WITH OVERFLOW Fool 0 0 U s A *GRAPHIC DIMENSIONAL CLEAN UP REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION E r i & Ct� BUILDING OFFICIAL Jun 05 2023 APPROVED DATE REV4- 9281 ;'jai OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. CD 00 0-) z to 0 o Z z OL/) G� W 0 0 z z LL O O o O � � z O Lu > 00 J o O N oCD J o Oco CD = Z N z 2 w N Q 0- REVISION DATE REASON FOR ISSUE RFI - 004 RFI - 008 RFI - 011 05.25.22 RFI - 025 05.12.23 CCD 007 RTICAL HEIGHT- MAIN MDP PANEL REVISION May 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL P1 SLAB PLAN CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTFIY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 1 2 3 4 6 8 9 10 12 13 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING 7 REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. SLAB PLAN LEGEND SLAB STEP 190'-4 5/8" 12'-5 5/8" 14'-4 1 /2" 6'-2" 31'-6" 23'-3 1 /2" 28'-6" 27'-3 1 /2" 13'-8 3/4" 9'-5 3/4" 23'-7" SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE RAMP ON GRADE CONCRETE CURB — B ) FLOOR DRAIN ROOF DRAIN WITH OVERFLOW Fool m Ln J C9 O N m Ln ig 0 0 0 m O N 0 LEVEL 1 - Slab PlanL111 1 /8" = 1'-0" PROJECT dVd OF V J 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N 00 m z Ln 0 0 � Z z O V) w o z z LL O O2 o p 0 z O %LU U) 00 J r O O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 SLAB PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROLJOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 1 2 3 4 6 8 9 10 12 13 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING 7 REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. SLAB PLAN LEGEND SLAB STEP I 190'-41 /2" I L 12'-51 /2" 14' - 41 /2" 6'- 2" 31' - 6" 23' - 31 /2" 28' - 6" 27' - 31 /2" 13' - 8 3/4" 9'- 5 3/4" L. 23' - 7" SLAB RECESS SLAB BREAK LINE, UNO I n SLAB ON GRADE RAMP ON GRADE CONCRETE CURB _ B ) FLOOR DRAIN ROOF DRAIN WITH OVERFLOW O O I' —10'- 3" t 68' -10" L 46' - 91 /2" ' 1 LEVEL 1 -Slab Plan I 1 /8" = 1'-0" PROJECT O 0 0 0 A *GRAPHIC DIMENSIONAL CLEAN UP 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N 00 C) z cry o 0 Z z O V) w o z z LL o O � o o z O> LU00 00 J `o o O oN 0 � O l— = 4t Z ON z N Q 0- Q w REVISION DATE REASON FOR ISSUE RFI - 004 RFI - 008 06.20.22 RFI - 056 06.22.22 RFI - 047 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEVEL 1 SLAB PLAN CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 1 2 3 4 6 7 8 1 LEVEL 2 SLAB PLAN ' 1/8" = 1'-0" GENERAL NOTES - SLAB PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATION TAGS INDICATE TOP OF CONCRETE, UNLESS NOTED OTHERWISE. 3. VERIFY AND COORDINATE SLAB PENETRATIONS INCLUDING SLEEVES & BLOCKOUTS AS REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, ETC. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPENCIES. 4. PROVIDE SLAB BLOCKOUTS FOR RECESSED DOOR HARDWARE. 5. SLAB PLANS INDICATE LAYOUT DIMENSIONS FOR CONCRETE SLABS, CURBS, CONCRETE WALLS, DEPRESSIONS, AND SLOPES, ONLY. REFER TO STRUCTURAL FOR ADDITIONAL REQUIREMENTS. 6. ROOF, DECK AND BALCONY SLABS SLOPE TO DRAIN 1/4" PER FT, UNO. 7. VERIFY HOISTWAY CLEARANCES, ROUGH OPENING REQUIREMENTS (ELEVATOR DOORS, LOUVERS, ETC.) AND NOTIFY ARCHITECT OF ANY DISCREPENCIES. 8. PROVIDE HOUSEKEEPING PADS REQUIRED FOR FLOOR -MOUNTED EQUIPMENT AS REQUIRED OR AS INDICATED ON MEP OR FIRE PROTECTION DRAWINGS. 9. PROVIDE CAST OR SAWN CONTROL JOINTS IN SLABS ON GRADE AT LOCATIONS INDICATED ON STRUCTURAL OR ARCHITECTURAL DRAWINGS. IN THE EVENT OF CONFLICT, NOTHY THE ARCHITECT PRIOT TO PLACEMENT OF CONCRETE. 10. CONFORM TO VAPOR BARRIER OR WATERPROOF MEMBRANE MANUFACTURERS MINIMUM SPACING REQUIREMENTS BETWEEN MULTIPLE ADJACENT PENETRATIONS. S10 1213 11. ALIGN EDGE OF SLAB WITH FACE OR ADJACENT COLUMN OR CONCRETE WALL, UNLESS NOTED OTHERWISE. O 0 G 0 PROJECT SLAB PLAN LEGEND SLAB STEP SLAB RECESS SLAB BREAK LINE, UNO SLAB ON GRADE RAMP ON GRADE CONCRETE CURB FLOOR DRAIN ROOF DRAIN WITH OVERFLOW Fool 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N 00 M z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 > J 8 N O oCD J o O co CD = CD Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 SLAB PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 m T Ew� NNNW MIME A" I IF i Orr oil] DWI oil I T T T S5 T FT 1 NORTH ELEVATION ' 1/8" = 1'-0" MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST M L MAINTAIN 10' MINIMUM CLEARANCE K J H CLEARANCE; MAINTAIN 3' G F E D C OB A FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. 3 _ 2 A4.02 A4.52 2 A4.01 E-1 �n SIM A7.22 TYP 12 0 0 A7.23 A 0 0 A z m E2 N o B LU LLJ Z ® Or Of 0 Q Cn Q 0 0 0 z ' J LL ~ '°` L 0LU _ Q9 w rn ' 20 0 0 g g co q A7.24Ln A7.22 ® V o A I- N E-10 0 CV 7_- LL Lu I �® OI OPEN TC GARAGE LOWEST STREET ELEVATION EXHAUST 7 EAST ELEVATION 1/8" = 1'-0" ELEVATOR OVERRUN E-4 Ln NJ A M0 CC I�� ua'I 1[41 No a® MIN I C XHAUST, PER ,INTAKE, PEF ECHANICAL X� MECHANIC/ 2 I T CG ZONE MAX HEIGHT 7 ' ABOVE GRADE PLANE ot 173' - 9" T in OF ALCS - TOP OF PLATE 166' LEVEL 157'-2" LEVEL 5 147' - 0 3/4" L _ w w m LEVEL 4 oL 136' - 11 111 1 /2" z 0 N LEVEL 3 126' - 10 1 /4" LEVEL 116'-9" - LEVEL 11 102' - 9" AVE GRADE (IBC) h AB- nn' n 0 in„ LEVEL P1 h GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEETA12.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.1 1 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. 10. WALL FLASHING LINES ADDED. RAE EHUT FN TET LVL FR FRCES KEYNOTE - ELEVATIONS RSOM EHUT FN E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-3 FIBER CEMENT PANEL - 2 (VERTICAL) E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) E-5 FIBER CEMENT PANEL LAP SIDING - 3B (COBLE STONE) E-9 VINYL WINDOW E-10 TPO SLOPED ROOF E-12 ALUMINUM FRAMED STOREFRONT WINDOW SYSTEM E-14 STEEL CANOPY E-17 ALUMINUM RAILING, 42" MIN HEIGHT A.F.F. A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE ot 173173'-9" +104' (384') +101' (381') DATUM POINT+100' (380') GROUND FLOOR (+1') GROUND FLOOR (-2') TOP OF MANHOLE COVER ROOF CALLS -TOP OF PLATE PROPERTY LINE 166' - 1 3/4" m GROUND FLOOR B °° +102.5 c D F^ LEVEL 6 � +102 +102 C E-9 - - - - - - - -- ------------------------- -- - +104 0 93.6 74.4 18.5 LEVEL 5 147'-03/4" HEIGHT CALLS I 1 +99' (379') w v m - A to B= [(104 + 102.5)/2] x 93.6 = 9,664.2 •3, I GROUND j N o B to C = [(102.5 + 102)/2] x 74.4 = 7,607.4 6' o" FLOOR (-4') LL w CD C to D = [(102 + 102)/2] x (3.8 + 18.5) = 2,274.E -40 +98' (378') D to E = [(102 + 97.5)/2] x (10.3 +1.3+48.5+3.0) = 6,294.2 _ o _ _� _ LEVEL 4 136' - 11 1/2" ,I E to F = [(97.5 + 94.25)/2] x (73.6) = 7,056.4 Ln NOTE: AVERAGE GRADE PLANE I F to G - 94.25 + 95.75 /2 x 47 + 8.6) - 5,282 MARKERS ARE SET AT LOWEST POINT U-i = w In ;I-v Ln - G to H = [(95.75 + 97)/2] x (68.9 + 8.6) = 7,469.1 BETWEEN THE BUILDING AND THE LOT LU - +101.5 H to I = [(97 + 98)/2] x (75) = 7,312.5 LINE OR WITHIN 6' OF THE BUILDING B A 3•0 + 97' (377') Q 0~ uo Of I to J = [(98 + 101.5)/2] x (67.6) = 6,743.1 0LU _A LEVEL 3 h J t0 A = [(101.5 + 104)/2] X (68.7) = 7,058.9 m � LU 126' - 10 1/4" AVE GRADE = (9,664.2 + 7,607.4 + 2,274.6 + 6,294.2 + E - +96' (376') o _ 7,056.4 + 5,282 + 7,469.1 + 7,312.5 + 6,743.1 + 7,058.9) +97.5 / 671.4 = 99.4 (99'-4 3/40 PROPOSED LEVEL BUILDING AREA 116'-9" j BUILDING PERMIMETER: 93.6 + 74.4 + 3.8 + 18.5 + 10.3 +95 (375 ) I + 1.3 + 48.5 + 3.0 + 73.6 + 47 + 8.6 + 68.9 + 8.6 + 75 + � rn I I 67.6 + 68.7 = 671.4 C.:) +94'(374') 'I I 75.0 68.9 47.0 10 _ LEVEL 1 102'-9" AVE GRADE (IBC) ot ^- I � o I I I AVE GRADE (ZONING) 98' - 9" -- ----- E M I +98 3 GRADE PLANE DIAGRAM 3/64" = 1 '-0" H +97 G +95.75 - 2015 IBC F +94.25 EXHAUST VENTS ADDED TO ELEVATIONS 9281 OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 M Z to 0 0 (� Z z O Un 0 Ln LU 0 z z L.L O O � 0 LU � � O � � z Ov w > V1 °C J 00 o O oN 0 � J o co CD Z N z QD_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 W U L¢L 0 0 Of LL. 0 LU _ LU LU LU Q B 0 M80 13 12 10 9 8 1 1 A4.51 4< A4.01 E-4 z M7 %n if1 MEN .k '� RJR!/ R '/ U r/ miller iimiimm K K io i T T T T T 0 S5 S4 E-12� 1 NORTH ELEVATION I 1/8" = 1'-0" 04 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 7 T;� 5 4 3 2 1 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. ,2 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO E-21� E-3 E-17� E-9 E-2 E-5 RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q ,' 173173' - 9" 10. WALL FLASHING LINES ADDED. SIM 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE 1 4 \ - - DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): CATEGORY A - o . A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: -;;, , � \+SHEET , KEYNOTES 1 A7'22 a. NOT LESS THAN 10-FT ABOVE GRADE _ _ _ _ OF CALCS - TOP OF PLATE� 1' - I 166' 1 3/4'1 b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN 0PENAB LE WINDOW OR DOOR ❑ 0 KB: E-22 I L I __- 0 ❑ ❑ 0 ❑ P M d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION ❑ e - \ KA ®12 FROM TE AIR INTAKE LOUVER A e X A A7 23 � B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: e i _ - a. NOT LESS THAN 10-FT ABOVE GRADE 2 LEVEL 6 1 157' 2" Y b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR J = I A7.22 C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION _ FROM AN AIR INTAKE. ❑ 0 g ❑ 0 ❑ 0 ❑ g 0 ❑ C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY x --_ ® Kl> ❑ b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION I ' z LEVEL 5 FROM AN AIR INTAKE LOUVER. LU 1 1 147' - 0 3/4" - I I A7.22 0 W ¢ m = KEYNOTE - ELEVATIONS ❑0 B ❑� --- /1:7 0❑ 0❑ B 0❑ o = w w � Ln _ a e LIUm U NOf G w J LEVEL 4 CATEGORYA - SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) - - - "U z - `n C)J -OLSHEET = = o = 0 "' KEYNOTES '311 o w C) _ E-1 FIBER CEMENT PANEL - 1A (WHITE) ❑ �� - ' ❑ ❑ ❑ ~ 0Ln E-2 FIBER CEMENT PANEL - 1 B (GREY) B -- B w �'-' ,�, w m ZD LU z A� e NA� �A A w o E-3 FIBER CEMENT PANEL 2 (VERTICAL) J w (D E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) ' G m 00 a U LEVEL 3 1 - - 2 - N o - _ E-5 FIBER CEMENT PANEL LAP SIDING - 3B (COBLE STONE) ® � 126 10 1/4 I A7,22 � Ln "' w E-9 VINYL WINDOW TYP 0 ❑ ❑ _-- / ❑ ❑ ❑ Ln Ln E-10 TPO SLOPED ROOF B B 8 20 y _ E-12 ALUMINUM FRAMED STOREFRONT WINDOW SYSTEM N �!'1 A e e A A A A7.22 A A7.24 N Ln g o E-1CD 4 STEEL CANOPY 0 o D r-A E-17 ALUMINUM RAILING, 42" MIN HEIGHT A.F.F. LL =ULL LEVY E-21 UNIT EXHAUST & LOUVER -- a E-22 UNIT VTAC & LOUVER (AIR INTAKE) Ln 01 4 24' - 3" �7 ,�� E-14� E-2 E-2 � ELEVATION LEGEND. VE S2 S2 / L L< L-1 L I RFI - 057 _ LEVEL 1 PEDESTRIAN OPEN TO GARAGE PLANTER 102' - 9" tea; RY- _ _ _ _ _ _ _ AVE GRADE (IBC) D --- EXHAUST EXHAUST 10'-0" CLEARANCE MECHANICAL EXHAUST CLEARANCE; MECHANICAL INTAKE CLEARANCE; 99' 4 3/4" B FROM AIR INTAKE MAINTAIN 3' MINIMUM CLEARANCE Q MAINTAIN AVE GRADE (ZONING) Q 98, 9„ ___________ EXHAUST 3'-0" CLEARANCE FROM FROM ALL BUILDING OPENINGS, TYP. 1 O' MINIMUM CLEARANCE FROM OPENABLE DOORS & WINDOWS EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. LEVEL P1 oL 91'-0" A Q MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST M L MAINTAIN 1 O' MINIMUM CLEARANCE K H CLEARANCE; MAINTAIN 3' G F E D C B A FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. 3 2 A4.02 A4.52 I I I I I I I I I I I 2 Q ELEVATOR A4.01 _ - - OVERRUN E-4 � E-21 � � -- E-3 Cn SIM - - A7.22 _F- I �� 1 11- - TYP I I 1 �� r� �� I I ' 12 0 E] B E-22 0 ❑ vv v�� .� i 0 ❑ v B - F2 F2 F2 e - - v A7.2 � 1 I v I , B I B` K�J e ❑ �� A-T ��x�� e ❑ i 11 Xvv / E-2 fi fir` I� 1#1 71 El M pr ME IAIIN El 1*111 E-10 i ---- Ln --' �� C 1 I I I 1 I I I I w I I II I I M z \ I I E-14� I I � I` - - - �\ - - \� i. � - I � /� I <S 6> RFI - 0J7 \/� I Al � A I EXHAUST, PER OPEN T GARAGE STREET LEVEL FOR FIRE ACCESS GREASE MECHANICAL C \\ ,' AIR INTAKE, PER LOWEST STREET ELEVATION EXHAUST Q ASI 002 EXHAUST FAN A� � � 10'-0" MIN MECHANICAL TRASH ROOM EXHAUST FANL KITCHEN EXHAUST - FROM EXHAUST, TYP. NOTE: SEE DETAIL 4/A3.12 FOR KITCHEN & GREASE EXHAUST EASTELEVATION CLEARANCE REQUIREMENTS L 1/8" = 1'-0" A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" +104' (384') +101' (381') DATUM POINT +100' (380') GROUND FLOOR (+1') GROUND FLOOR (-2') TOP OF MANHOLE'-^"`-" .k '� RJR!/ R '/ U r/ miller iimiimm K K io i T T T T T 0 S5 S4 E-12� 1 NORTH ELEVATION I 1/8" = 1'-0" 04 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 7 T;� 5 4 3 2 1 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. ,2 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO A0.11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO E-21� E-3 E-17� E-9 E-2 E-5 RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q ,' 173173' - 9" 10. WALL FLASHING LINES ADDED. SIM 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE 1 4 \ - - DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): CATEGORY A - o . A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: -;;, , � \+SHEET , KEYNOTES 1 A7'22 a. NOT LESS THAN 10-FT ABOVE GRADE _ _ _ _ OF CALCS - TOP OF PLATE� 1' - I 166' 1 3/4'1 b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN 0PENAB LE WINDOW OR DOOR ❑ 0 KB: E-22 I L I __- 0 ❑ ❑ 0 ❑ P M d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION ❑ e - \ KA ®12 FROM TE AIR INTAKE LOUVER A e X A A7 23 � B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: e i _ - a. NOT LESS THAN 10-FT ABOVE GRADE 2 LEVEL 6 1 157' 2" Y b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR J = I A7.22 C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION _ FROM AN AIR INTAKE. ❑ 0 g ❑ 0 ❑ 0 ❑ g 0 ❑ C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY x --_ ® Kl> ❑ b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION I ' z LEVEL 5 FROM AN AIR INTAKE LOUVER. LU 1 1 147' - 0 3/4" - I I A7.22 0 W ¢ m = KEYNOTE - ELEVATIONS ❑0 B ❑� --- /1:7 0❑ 0❑ B 0❑ o = w w � Ln _ a e LIUm U NOf G w J LEVEL 4 CATEGORYA - SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) - - - "U z - `n C)J -OLSHEET = = o = 0 "' KEYNOTES '311 o w C) _ E-1 FIBER CEMENT PANEL - 1A (WHITE) ❑ �� - ' ❑ ❑ ❑ ~ 0Ln E-2 FIBER CEMENT PANEL - 1 B (GREY) B -- B w �'-' ,�, w m ZD LU z A� e NA� �A A w o E-3 FIBER CEMENT PANEL 2 (VERTICAL) J w (D E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) ' G m 00 a U LEVEL 3 1 - - 2 - N o - _ E-5 FIBER CEMENT PANEL LAP SIDING - 3B (COBLE STONE) ® � 126 10 1/4 I A7,22 � Ln "' w E-9 VINYL WINDOW TYP 0 ❑ ❑ _-- / ❑ ❑ ❑ Ln Ln E-10 TPO SLOPED ROOF B B 8 20 y _ E-12 ALUMINUM FRAMED STOREFRONT WINDOW SYSTEM N �!'1 A e e A A A A7.22 A A7.24 N Ln g o E-1CD 4 STEEL CANOPY 0 o D r-A E-17 ALUMINUM RAILING, 42" MIN HEIGHT A.F.F. LL =ULL LEVY E-21 UNIT EXHAUST & LOUVER -- a E-22 UNIT VTAC & LOUVER (AIR INTAKE) Ln 01 4 24' - 3" �7 ,�� E-14� E-2 E-2 � ELEVATION LEGEND. VE S2 S2 / L L< L-1 L I RFI - 057 _ LEVEL 1 PEDESTRIAN OPEN TO GARAGE PLANTER 102' - 9" tea; RY- _ _ _ _ _ _ _ AVE GRADE (IBC) D --- EXHAUST EXHAUST 10'-0" CLEARANCE MECHANICAL EXHAUST CLEARANCE; MECHANICAL INTAKE CLEARANCE; 99' 4 3/4" B FROM AIR INTAKE MAINTAIN 3' MINIMUM CLEARANCE Q MAINTAIN AVE GRADE (ZONING) Q 98, 9„ ___________ EXHAUST 3'-0" CLEARANCE FROM FROM ALL BUILDING OPENINGS, TYP. 1 O' MINIMUM CLEARANCE FROM OPENABLE DOORS & WINDOWS EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. LEVEL P1 oL 91'-0" A Q MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST M L MAINTAIN 1 O' MINIMUM CLEARANCE K H CLEARANCE; MAINTAIN 3' G F E D C B A FROM EXHAUST @ ALL MECHAINCAL MINIMUM CLEARANCE FROM AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. 3 2 A4.02 A4.52 I I I I I I I I I I I 2 Q ELEVATOR A4.01 _ - - OVERRUN E-4 � E-21 � � -- E-3 Cn SIM - - A7.22 _F- I �� 1 11- - TYP I I 1 �� r� �� I I ' 12 0 E] B E-22 0 ❑ vv v�� .� i 0 ❑ v B - F2 F2 F2 e - - v A7.2 � 1 I v I , B I B` K�J e ❑ �� A-T ��x�� e ❑ i 11 Xvv / E-2 fi fir` I� 1#1 71 El M pr ME IAIIN El 1*111 E-10 i ---- Ln --' �� C 1 I I I 1 I I I I w I I II I I M z \ I I E-14� I I � I` - - - �\ - - \� i. � - I � /� I <S 6> RFI - 0J7 \/� I Al � A I EXHAUST, PER OPEN T GARAGE STREET LEVEL FOR FIRE ACCESS GREASE MECHANICAL C \\ ,' AIR INTAKE, PER LOWEST STREET ELEVATION EXHAUST Q ASI 002 EXHAUST FAN A� � � 10'-0" MIN MECHANICAL TRASH ROOM EXHAUST FANL KITCHEN EXHAUST - FROM EXHAUST, TYP. NOTE: SEE DETAIL 4/A3.12 FOR KITCHEN & GREASE EXHAUST EASTELEVATION CLEARANCE REQUIREMENTS L 1/8" = 1'-0" A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" +104' (384') +101' (381') DATUM POINT +100' (380') GROUND FLOOR (+1') GROUND FLOOR (-2') TOP OF MANHOLE'-^"`-" ROOF CALCS -TOP of PLATE h PROPERTY LINE 166' m GROUND FLOOR B 0 +102.5 C M LEy - - +102 157' - 2" -------------- -------------------- _ E9 ---- - - - - - - ---- - o -- �- +104 M z LEVEL 5 _ _ 147' 03/4" j HEIGHT CALCS w U m - A to B = [(104 + 102.5)/2] x 93.6 = 9,664.2 0 1.3 ? N o B to C = [(102.5 + 102)/2] x 74.4 = 7,607.4 6'- o" tt C to D = [(102 + 102)/2] x (3.8 + 18.5) = 2,274.6 0 z " D to E = [(102 + 97.5)/2] x (10.3 +1.3+48.5+3.0) = 6,294.2 J _ 0 a _ LEVEL 4 136' - 11 1/2" ° E to F = [(97.5 + 94.25)/2] x (73.6) = 7,056.4 � NOTE: AVERAGE GRADE PLANE00 0-, o j F to G = [(94.25 + 95.75)/2] x (47 + 8.6) = 5,282 MARKERS ARE SET AT LOWEST POINT w C)G Ln= to H = [(95.75 + 97)/2] x (68.9 + 8.6) = 7,469.1 BETWEEN THE BUILDING AND THE LOT (D � +101.5 -(97 LINE OR WITHIN 6' OF THE BUILDING o - - H to 1 - + 98)/2] x (75) = 7,312.5 30 1 I to J = [(98 + 101.5)/2] x (67.6) = 6,743.1 - LEVEL 3 J to A = [(101.5 + 104)/2] x (68.7) = 7,058.9 m w 126 - 10 1 /4 AVE GRADE = (9,664.2 + 7,607.4 + 2,274.6 + 6,294.2 + E I / 671.4 = 99.4 (99'-4 3/4") PROPOSED 1 LEVEL oL _ BUILDING AREA 1116-9"o BUILDING PERMIMETER: 93.6 + 74.4 + 3.8 + 18.5 + 10.3 j + 1.3 + 48.5 + 3.0 + 73.6 + 47 + 8.6 + 68.9 + 8.6 + 75 + 1 67.6 + 68.7 = 671.4 o it I!I I 75.0 L 68.9 47.0 1 - - _ - LEVEL AVE GRADE (IBC) ot M 99' - 4 3/�4" AVE GRADE (ZONING) 98'-9" 14 I H +98 +97 #:� GRADE PLANE DIAGRAM - 2015 IBC J 3/64" = 1'-0" G +95.75 -D +102^ L +99' (379') GROUND FLOOR (4) +98' (378') +97' (377') +96' (376') +95' (375') +94' (374') F +94.25 EXHAUST VENTS ADDED TO ELEVATIONS 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. (V O 00 Cn z V� OO Z z O v, 0 V W 0 z z OLU J 0 CI� O 0 z O ; �00 J C) o O� O N 0 Z CD N z Q� w N as REVISION DATE REASON FOR ISSUE C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 06.13.22 RFI - 037 06.21.22 RFI - 057 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 11 NI n N N DUUIM CLCV/\IIUIV 1 /8" = 1'-0" 7 WEST ELEVATION L 1/8" = 1'-0" I CIS ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173- 9" Ln L - RpOF C�4LC -TOP OF PLATE � 166' - 1 3/44"" LEVEL � 157' - 2"" F z _LEVEL 5 j, 147' - 00 3/4" LU m LL ,L J o w 0 0 Y Z 2 w 0 N Q LEVEL 4 o c _ 0 136' - 11 LL Lf) J W = m Q w o Ln > Q m o L ABB�w v � � LEVEL 3 � 126' - 10 10 1 /4" 1 O o I C) n LEVEL 2 116 -9 I CANTILEVERED SLAB LEVEL 1 d, 102' - 9" F AVE GRADE (IBC) o B 99' - 44 3/4" GENERAL NOTES - EXTERIOR ELEVATIONS 1. 2. 3. 4. rl REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). SEE SHEETA12.21 FOR WINDOW TYPES. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. cGG nnnQ crHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. ED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. .11 FOR EXTERIOR WALL TYPES FOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO AXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. RS PAINTED TO MATCH ADJACENT SIDING COLOR. ING LINES ADDED. An KEYNOTE - ELEVATIONS E-1 FIBER CEMENT PANEL- 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-3 FIBER CEMENT PANEL - 2 (VERTICAL) E-4 FIBER CEMENT PANEL LAP SIDING - 3A (KAHKI BROWN) E-9 VINYL WINDOW E-10 TPO SLOPED ROOF E-14 STEEL CANOPY EXHAUST VENTS ADDED TO ELEVATIONS 9281 OFYA -- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) 0 to W 0 0 z z LL O O o O z O LU00 > J 8 O N oCD J 0 O co CD = ZCD N z QD_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 3 ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 1733' - 9" Ln in ROOF CALCS - TOP OF PLATE 166' - M 00 LEVEL 6 � 157' - 2" 0 - - _LEVEL 5 147' - 0 3/4" 0 - - _LEVEL 4 � 136' 11 - 0 - - _LEVEL 3 � 126' 10 - 0 -LEVEL 2 � 116'-9" COURTYARD EAST ELEVATION 1/8" = 1'-0" C MECHANICAL EXHAUST CLEARANCE; MAINTAIN 3' 6 O 8 MINIMUM CLEARANCE FROM ALL BUILDING OPENINGS, TYP. E 9 ELEVATOR OVERRUN MECHANICAL II CLEARANCE; M MINIMUM CLE/ EXHAUST @ AL AIR INTAKES, T` 1 G 1.08 G. ZONE- MA C X HFIGHT-71kABOVE GRADE PLANE OIL 173173' - 9" lw�mll NAME moomrFAAEN- 1001110011 1A I —0-0 'W_r OIL , . a 10-01 LM 0- �3 ',I MW®R 1201 III 11111c FM Lon IN p, NONE Elul E 211 moimm Low I 11 MMOMIEPE � COURTYARD SOUTH ELEVATION J 1/8" Ee LM PARKIN 1/8" = 1'-0" �1 �1 C Q PARKING GARAGE ELEV -A V 1/8" = 1'-0" a 1 C TOP OF PLATE t 166' - 1 3/�4" - LEVEL _ LEVEL 147' _ LEVEL 136' - 11 1 /2" LEVEL 126' - 10 1 /4" LEVEL 116'-9" MECHANICAL INTAKE CLEARANCE; MAINTAIN 10' L MINIMUM CLEARANCE FROM EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. 102 12 LEVEL 1 h 102�9" cr w a w MECHANICAL EXHAUST CLEARANCE; MAINTAIN 3' G MINIMUM CLEARANCE FROM Fi ALL BUILDING OPENINGS, TYP. E-9 CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" � no NE NEW 11101, FE-11ft'ji cas 01 FINE IMF IN INS 01. 1 a] IIIIIicIIIIiiiiIIII 0 LLS III ow"A I W icv- IIIIIIIIIIII11p, 0 c i3i sonruff LEI - CO U R 1 /8" = 1'-0" TYARD WEST ELEVATION 8 7 M 00 0 M rn Ln Ln ROOF CALCS - TOP OF PLATE ot 166' - 11 3/4"" GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO AO. 11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. 10. WALL FLASHING LINES ADDED. LEVEL 6 oL 157'-22"" KEYNOTE - ELEVATIONS LEVEL 5 E-1 FIBER CEMENT PANEL- 1A (WHITE) 147' - 0 3/4" E-2 FIBER CEMENT PANEL - 1 B (GREY) E-9 VINYL WINDOW - _LEVEL 4 h 136' - 11 - _LEVEL 3 h 126' - 10 10 1 /4" _LEVEL 2 h O M� 0 00 10 N woo Mm I a MIN 6 111 111 9MM16 EM J 4 CO U R 1 /8" = 1' 0" TYARD NORTH ELEVATION LEVEL 102' 9" AVE GRADE (IBC) h 99' 4 3/4" CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9—" Q� Cn Ln ROOF CALCS - TOP OF PLAT 166' - 1 3/4" M 00 D OC 2 A4.52 N N - LEVEL 157' - 2" - LEVEL 147' - 0 3/4" - LEVEL 4 h 136' - 11 1 /21 /2" LEVEL 126' - 10 LEVEL116'-9" B A - CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE-7h 173'-9� ROOF CALCS - TOP OF PLAT [__i�6'- 1 3/4" Q O O \ N LEVEL 6 h 157'-2� 6 6TH FLOOR DECK - C 1 /8" = 1'-0" Q 6TH FLOOR DECK - B J 1/8" = 1'-0" AX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" ROOF CALCS -TOP-OF PLATE h 166' - 11 3/4" LEVEL 6 � 157 - 2" EXHAUST VENTS ADDED TO ELEVATIONS 9281 OF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC CD 00 z V) 0 0 (� Z z O 0 In Wo 0 z z LL O O >_ 0 LU 0� z O ; Ln00 J 8 N O oCD J o r_ O co CDCD = Z N z N Q o Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A 0 1 MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST MAINTAIN 10' MINIMUM O S CLEARANCE; MAINTAIN 3' G N CLEARANCE FROM EXHAUST @ ALL MINIMUM CLEARANCE FROM N D MECHAINCAL AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. i E-1 F CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" IFNI 1121 ■ IFNI MEN on MI iMI 1 441 oil � Y V 1111111IMME imp � COURTYARD EAST ELEVATION Q [In ROOF CALCS - TOP OF PLATE 166' - 11 3/4"" M 00 LEVEL 6 � 157' 2" 0 - - - _LEVEL 5 � 147' - o - - - _LEVEL 4 � 136' - 11 0 _LEVEL 3 126' - 10 - LEVEL 2 OL 11616' - 9" ' 1/8" = 1'-01, A MECHANICAL EXHAUST CLEARANCE; MAINTAIN 3' 6 O 8 MINIMUM CLEARANCE FROM 1 ALL BUILDING OPENINGS, TYP. E-9 - i -- ELEVATOR OVERRUN G1.08 E 1 CC. ZONE MAX HEIGHT BOVE GRADE PLANE - 173' - 911 lee MECHANICAL INTAKE CLEARANCE; MAINTAIN 10' MINIMUM CLEARANCE FROM EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. INA 0 ILW4AMAN VjAJEEF W011 M01 Rom E 311 ML No Mimi MINI Moll L � COURTYARD SOUTH ELEVATION 0 80 ROOF ALCS - TOP OF PLATE 166' - 1 3/�4" M 00 LEVEL � _ 157' - 2" 0 - _ LEVEL 147' 0 LEVEL - _ 136' - 11 1 /2" 0 LEVEL 126' 0 J 1/8" O 7 O8 1 9 A4.01 F3 4 A4.51 FI - 057 PARKIN 1/8" = 1'-0" �1 PARKIN 1/8" = 1'-01, G GARAGE ELEV -A LEVEL 116'-9" C 0 MECHANICAL INTAKE MECHANICAL EXHAUST CLEARANCE; MAINTAIN 10' CLEARANCE; MAINTAIN 3' MINIMUM CLEARANCE FROM F G MINIMUM CLEARANCE FROM H EXHAUST @ ALL MECHAINCALAIR ALL BUILDING OPENINGS, TYP. INTAKES, TYP. _ E-9 CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173' - 9" -.02 Cr LU a w E-22 IME- NEON M=11 tff= 111111111-15,011 WAS "wow Jim e11111111 I,� 0_1 9: aft EMI f= is No, a CO U R 1/8" = 1'-01, TYARD WEST ELEVATION 8 7 � n ROOF CALCS - TOP OF PLATE h 166- 11 3/411 M 80 LEVEL 6 � 157'-22"" - _LEVEL 5 � 147' - 0 3/4" - _LEVEL 4 h 136' - 11 LEVEL 3 h 126' - 10 10 1 /4" _LEVEL 2 h 116'-9" O O J O O J F O J 12 P A7.23 O J O O O J F OF J O J O J F OF J 1 G 1.08 A O J O O J F J OJ F OJ F OJ LEVEL 1 h 102�9" CO U R 1 /8" = 1' 0" 4 TYARD NORTH ELEVATION LEVEL 102'-9" AVE GRADE (IBC) h 99' - 4 3/44"" D C 2 A4.52 ►�lllil!�-_� �il\1�i1 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO AO. 11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHUST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E 9 VINYL WINDOW Q E-21 UNIT EXHAUST & LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173'-9� Ln En ROOF CALCS - TOP OF PLAT 166' - 1 3/4" M 00 - LEVEL 6 h %- 157'-2� 0 - - LEVEL 5 h % 147 0 3/4� 0 N CD N B A � I - CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" ROOF CALCS -TOP OF PLAT T`� 6 - 1 3/4" %I I N ��1 �i I III LM G, 6TH FLOOR DECK - C v 1/8" = V-0" (� 6TH FLOOR DECK - B J1/8" = 1'-01, LEVEL 157'-2" - LEVEL 4 h 136' - 11 LEVEL 126' - 10 1 /4" LEVEL116'-9" ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE FROM AIR INTAKE EXHAUST 3'-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS 12 fILIVIV I\JVI I.,V I\U VVIII CMU COURSING GENERATOR -DOOR 1 /81' = 1'-01, &,X HEIGHT 75' ABOVE GRADE PLANE 173' - 9" ROOF CALCS -TOP OF PLATE 166' - 11 3/4" LEVEL 6 h 157'-2" LEVEL 1 102'-9"� E GRADE (IBC) � 99' - 44 3/4" ASI 002 EXHAUST VENTS ADDED TO ELEVATIONS 9281 a'It OF r1 .w - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. Q0 CD 00 z V) 0 0 (� Z z OU) 0 to LU 0 z z LL O O o 0 z O ; U)00 J CD O N oCD J o r_ O co CD ZCD = N z N Q o_ Q w REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 06.21.22 RFI - 057 07.07.22 ASI002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 A 0 n MECHANICAL INTAKE CLEARANCE; MECHANICAL EXHAUST n MAINTAIN 10' MINIMUM O Fi CLEARANCE; MAINTAIN 3' G p CLEARANCE FROM EXHAUST @ ALL MINIMUM CLEARANCE FROM V MECHAINCAL AIR INTAKES, TYP. ALL BUILDING OPENINGS, TYP. n E-1 1 F CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" minima 10A, I 41166mwEE"pw I MEN Impnom Y V I INS MECHANICAL INTAKE MECHANICAL EXHAUST CLEARANCE; MAINTAIN 10' CLEARANCE; MAINTAIN 3 MINIMUM CLEARANCE FROM F G MINIMUM CLEARANCE FROM H EXHAUST @ ALL MECHAINCALAIR ALL BUILDING OPENINGS, TYP. INTAKES, TYP. _ _ E-9 /-T CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE h 173- 9" � cr w 0 ROOF CALCS - TOP OF PLATE o "' 166' - 1 3/4" M Q E-22 00 LEVEL 6 157' 2" 0 - - - _LEVEL 5 � 147' - 0 - - - _LEVEL 4 136' - 11 0 - - - _LEVEL 3 126' - 17N 0 o LEVEL 2 - 116I - 9" COURTYARD EAST ELEVATION ' 1/8" = 1 '-0" A MECHANICAL EXHAUST CLEARANCE; MAINTAIN 3' 6 O 8 MINIMUM CLEARANCE FROM 1 ALL BUILDING OPENINGS, TYP. E-9 I - i -- -- ELEVATOR OVERRUN G1.08 E-1 CC. ZONE MAX HEIGHT 7 1�BOVE GRADE PLANE h 173' - 911 IAI MECHANICAL INTAKE CLEARANCE; MAINTAIN 10' MINIMUM CLEARANCE FROM EXHAUST @ ALL MECHAINCAL AIR INTAKES, TYP. NO MAM rjAjEt=�7WMjjEj=M0 NMI I Wool lErmflilmin E I Iris odq all III om I 14M - FE INN- I L � COURTYARD SOUTH ELEVATION 0 80 ROOF ALCS - TOP OF PLATE OIL 166' - 1 3/�4" M 00 LEVEL CD _ %157' - 2" 0 - _ LEVEL %147' 0 LEVEL - _ 136' - 11 1 /2" 0 LEVEL 126' 0 J 1/8" O 7 O8 1 9 A4.01 A F3 4 A4.51 FI - 057 LM 7 PARKIN 1/8" = 1'-0" A B LEVEL 116'-9" 102 S nC n nE � nF n nH n A4.02 F3 0 F3 RFI - 057 F3 J2 FI - 057 RFI - 057 F3 RFI - 057 RFI 8 - 057 F3 \ \ / TO RECEPTION 8 PARKIN 1/8" = 1 '-0" G GARAGE ELEV -A LEVEL 1 h 102'�9" FA FLOWA MM11 ff 11101 I Me MINE *A1XE1i1 all 011cff 101101 In Mil lnimic IIF=-- MAIN LE Ims 30mal Ilia COURTYARD WEST ELEVATION 1 /81' = 1'-0" 8 7 Ln ROOF CALCS - TOP OF PLATE oL 166' - 11 3/4" M 00 LEVEL 6 � 157'-2" - _LEVEL 5 � 147- 0 3/4" _ LEVEL 4 136' - 11 - _LEVEL 3 � 126' - 10 _LEVEL 2 � O 1101 oil REEImn 1406m1whIS =117MM E I MEN MEN CO U R 1 /8" = 1' 0" 4 CCD 003 TYARD NORTH ELEVATION D C 2 A4.52 GENERAL NOTES - EXTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR PROJECT DATUM). 3. SEE SHEET Al2.21 FOR WINDOW TYPES. 4. SEE SHEET Al2.22-Al2.23 FOR STOREFRONT TYPES. 5. SEE DOOR SCHEDULE SHEET Al2.01 FOR DOOR LOCATIONS AND TYPES. 6. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 7. REFER TO AO. 11 FOR EXTERIOR WALL TYPES 8. EXTERIOR DOOR AND WINDOW GLAZING AT OR BELOW LEVEL 1 ALONG NW 212 AND NW 72ND ST TO RECEIVE A MAXIMUM GLAZING TINT OR MIRROR FINISH OF 40%. 9. VTAC LOUVERS PAINTED TO MATCH ADJACENT SIDING COLOR. Q 10. WALL FLASHING LINES ADDED. 11. MECHANICAL EXAHLIST AND LOUVERS TO COMPLY WITH THE FOLLOWING (SEE EXHAUST CLEARANCE DIAGRAM DETAILS 3 & 4 ON SHEET A3.12 FOR TYPICAL EXHAUST CLEARANCE REQUIREMENTS): A. WALL MOUNTED TYPE I GREASE EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO A FIXED NON -OPERABLE WINDOW C. NOT LESS THAN 10-FT TO AN OPENABLE WINDOW OR DOOR d. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER B. WALL MOUNTED TYPE II KITCHEN EXHAUST FAN: a. NOT LESS THAN 10-FT ABOVE GRADE b. NOT LESS THAN 3-FT TO AN OPENABLE WINDOW OR DOOR C. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE. C. ENVIRONMENTAL EXHAUST LOUVERS: a. NOT LESS THAN 10-FT ABOVE GRADE WHERE DISCHARING TOWARDS A WALKWAY b. NOT LESS THAN 3-FT ABOVE AN AIR INTAKE LOUVER OR 10-FT HORIZONTAL SEPARATION FROM AN AIR INTAKE LOUVER. KEYNOTE - ELEVATIONS E-1 FIBER CEMENT PANEL - 1A (WHITE) E-2 FIBER CEMENT PANEL - 1 B (GREY) E-9 VINYL WINDOW Q E-21 UNIT EXHAUST & LOUVER E-22 UNIT VTAC & LOUVER (AIR INTAKE) CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9" En ROOF CALCS - TOP OF PLAT 166' - 1 3/4" M 00 - - LEVEL 6 h 157'-2� 0 - - LEVEL 5% h 147' - 0 3/4" 0 N N B A � I - CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173' - 9� ROOF CALCS - TOP OF PLAT J-166' - 1 3/4" LEVEL 1 F2 F2 F2 N 102'-9" AVE GRADE (IBC) h - LEVEL 6F - 99' - 4 3/4" LM157' - 2� 6TH FLOOR DECK - C v 1/8" = V-0" Q 6TH FLOOR DECK - B J 1/8" = 1'-0" - LEVEL 4 h 136' - 11 1 /21 /2" LEVEL 126' -10 LEVEL116'-9" ELEVATION LEGEND EXHAUST 10'-0" CLEARANCE FROM AIR INTAKE EXHAUST T-0" CLEARANCE FROM OPENABLE DOORS & WINDOWS 12 fILIVIV I\JVI I.,V I\U VVIII CMU COURSING GENERATOR -DOOR 1 /81' = 1'-0" &,X HEIGHT 75' ABOVE GRADE PLANE 173' - 9" ROOF CALCS -TOP OF PLATE A, 166' - 11 3/4" LEVEL 6 h 157'�2" LEVEL 1 �, 102'-99"" E GRADE (IBC) 99' - 44 3/4" 0 ASI 002 EXHAUST VENTS ADDED TO ELEVATIONS 1 9281 OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDIN FFI IAL Jan 30 2023 APPROVED DATE 0 00 z V) 0 !� Z z O U) Ln Lu 0 z z LL O > O � o O z O Lu00 ; J o O N oCD J o r_ O DO CD ZCD = N z N Q o_ Q w REVISION DATE REASON FOR ISSUE C 02.08.22 City Comments #03 E 03.09.22 Mech. Comments #05 06.21.22 RFI - 057 07.07.22 AS1002 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 - vo■HMO all, • II � _ � ra�■a� ,._,..�� !fie .■ � - TYP LEVEL 5 � 147' - LEVEL 4 � 136' - 11 11 1 /2" ED - - _LEVEL 3 t 126' - 10 10 1 /4" ED _LEVEL 2 � 1166' - 9" GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE SHEET Al2.21 FOR WINDOW SCHEDULE. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. I � 31 1121 I 18 1 I�IUIHIj531 1 1 S4 El 98.1 1 9 RECEIVING A7.91 A723 5 INING 1017 19 1007 RR RR LEV. WAITING ---------- A7.92 A7.51 3C.1 F3C.1 3 10 3 10 B4.1 I LEVEL 1 A6.03 PARKING AVE GRADE (IBC) B 3G.1 - - - - - - - - - - - - - - - - - 99' - 4 3/4 X3.2 1 20 131101 A7.11 .1 PARKING ELECTRI AL AVE GRADE (ZONING) 3A.1 0 4 0002 B .2 3X310 2 98' 3 _ LEVEL P1 -Full3A.1 PARKING _ 91 0 4 - 1 131 20 I E'l I I-E I 'LIF911=111-di 11 H -1 IIJ flF FjH_ iF�w I IE III-11A7.11 III H SECTION A 1 /8" = 1'-0" 0 2 3 4O 5 O 7 8 O 10 12 13 1 8 A4.01 7.91 � � � � 46'1 TAP 17 Q 41 5' � CG ZONE MAX HEIGHT 7ABOVE GRADE PLANE h 1 14 173'-9" A7.92 6.1 1 5.5 6.1 IM ROOF C C TOP OF PLATE 175.5 7 166' - 1 3/4" K6.1 1 6 IL-C2 IL- 5 IL-132 IL-136 IL-136 IL- 6 IL-136 IL-136 K6.1 626 6�8 630 632 634 63 638 640 1 5.5 LEVEL a, 157' - 2" K6.1 K6.1 1 5.5 1 5.5 IL-C2 IL-136 IL-136 IL- 6 IL-136 IL-136 526 I L- 5 I L-B2 532 534 53 538 540 5 8 530 - - LEVEL 5 ot 147 - 0 3/4 K6.1 6F.1 1 5.5 IL-C2 IL- 5 1 12 IL-B2 IL-B6 IL-B6 IL- 6 IL-B6 IL-B6 K6.1 426 4 8 432 434 43 438 440 1 5.5 I I I 43o I I I I I _ LEVEL 4 136' - 11 1 /2" K6.1 1 5.5 IL-C2 IL-b5 IL-132 TYP IL-136 IL-136 IL- 6 IL-136 IL-136 K6.1 326 3 8 330 17 332 334 33 338 340 A0.41 m u, _ LEVEL 3 h _ _ ^ 126' - 10 1�/4" I I I I I I I K6.1 K6.1 TYP 15.5 IL-C2 2 IL- 5 IL-132 IL-136 IL-136 IL- 6 IL-136 1 IL-136 20 226 A4.02 2 8 230 16 232 234 23 238 A4. 2 240 20 A0.41 A7.24 A7.24 LEVEL 116'-9" T5� 3 14 1 5.5 I I I I I I I I I I o E2 162 HEIGHT GUARD 8 3C.2 PARKING CLEARANCE BAR LEVEL 0 3C.2 102' - 9" Q 5.- 3 10 AVE GRADE (IBC) B - - - - - - - - - - - - - - - - - - - - - - - _ 99' - 4 3/4" Y A E GRADE (ZONING) OIL 03411 PARKING III 98'-9 - 3A.1 u �LEVEL Pl 0 4 5 0% 0341 DETENTION = 91 - 0 VAULT E I�I I I I I I I I IWF�_,�W�� I I ILIF�fl 2 SECTION B 1/8" = 1'-0" 9281 ;'jai �: dull OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC O CD M z to 0 0 Z z O� 0 to LU 0 0 z LL O z O 0 LU 0� 0 z O �00 J 8 O N oCD J o Oco CD = ZCD N z D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A4o0l i n V h V V 3 dl 2 r A B C D E A4.02 F G H J K A4.01 V 3C.4 3�_1 1 PARKING GARAGE 3C.1 114 GENERAL NOTES - BUILDING SECTIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. L O 2. ELEVATIONS NOTED ARE RELATIVE TO SEA LEVEL (OR BUILDING DATUM). 3. SEE SHEET Al2.21 FOR WINDOW SCHEDULE. 4. SEE WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. I I 6.1 1175.5 � LEVEL 2 � 116'-9" 1 191 RAMP I 38A _ 0 1 64 DINING KITCHEN 1040 CLEARANCE SIGN: PARKING GARAGE 1007 1009 9'-0" MAX 1039 FR. 1 9 CLEARANCE 3 10 CLEARANCE SIGN: B4.1 A7.22 9'-0" MAX CLEARANCE 138 LEVEL 1 Q 102 - 9 3C.2 w 3 10 _ AVE GRADE (IBC) h U 99' - 44 3/4" X3.2 q 3310 15'0% - -AVE G DE (ZONING) 3 10 03 41 cm 10.0% - 98 - 9 11 LEVEL P1 OL I - jj X3.3I III - � � I 3 12 03 � 1 3 10 _ - -III III III III III III III III I III III III III III I III III III III III III III III I I III III III III III- III III III III III II I III III II III- SECTION C - PARKING RAMP 1 /8" = 1'-0" O C D E A4 02F G H OK0 A4.01 L O 3C.1 I 3 14 W\ 6.1 6.1 1 5.5 1 5.5 64.4 HEIGHT GUARD 3, 8 A CLEARANCE BAR o 5.2 v 1 3.5 3C 2 I LEVEL 2 h 1166' - 9" I 3 10 3310 33C. 3 5% [No Slope] 1 5°� LEVEL 1 [No Slop ] �� 102' - 9" 0 III III III AVE GRADE (IBC) B c*, 99' - 4 3/4" L3X 02 3.2 AVE GRADE (ZONING) OIL A.1 3A.1 10 98 - 950 [No Slope] 0 4 1.8% 0 4 _[No Slope]_ LEVEL P1 I 91 °� -III III III III III III III III III II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III Rr I SECTION D - PARKING RAMP L 1 /8" = 1'-0" 1 2O O 0 5 6 0 8 O a 1 I I I I I I I I I I A4.01 Q6.2 12 m CG ZONE MAX HEIGHT 75ABOVE GRADE PLANE h M 00 OF CALCS - TOP OF PLATE oL 166' - 13/4" " LEVEL 157' - 2" LEVEL 147' - 0 3/4" _ LEVEL 136' - 11 1 /2" _ LEVEL 126' - 10 1 /4" LEVEL 116'-9" A7.24 _ LEVEL 1 - 102' - 9" Q AVE GRADE (IBC) OL - - - - - -� - - - - - - - 99' - 4 3/4" 3A.1 PARKING GARAGE I I PARKING GARAGE 0341 rn 0 4 X3.1 � I I I I III I I AVE GRADE (ZONING) 0010 3 12 I 0010 =00 98 9 LEVEL 0 3X3.1 III SECTION E 1 /8" = 1'-0" *ADDED DETAIL CALLOUT TO SECTIONS FOR PRICING SET 9281 (OFF,� - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC CD CD M Z V) 0 0 l3 Z z O U) Vl W 0 z z LL O O 0 LU 0� 0 z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BUILDING SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 OB AO L M y I I CG ZONE MAX HEIGHT 5' ABOV GRADE PLANE h 173173' - 9" I I SIM Q6.1 zt 19 1 /---- A7.92 _f� WWI -J _ RO F CALCS TOP OF PLATE OL e 166' - 1 3/4" K6.1 I 1 5.5 TYP v 5 m A7.45 THEATER/COMMUNITY 6.1 °O 6003 1 5.5 �_o LEVEL 157'-2" IL-B6 634 IL-131 IL-136 508 534 _ LEVEL 5 147' - 0 3/4" CG ZONE AX HEIGHT 5' ABR 8 A7.91 RO F CALC! M 00 DE PLANE � 173'-9"� -TOP OF PLATE 166' - LEVEL 6 � 15T LEVEL 5 � 147' - 1 I 6F.1 I CG ZON 8 HEIGH 75' ABOV GRADE PLANE A7.91 6.1 I 1 5.5 �lp RQDF CALCS - TOP OF PLATE 166 1 3/4 TYP v m 00 0 LEVEL 6 � _ LEVEL 5 147'-03/4"� GENERAL NOTES - WALL SECTIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. u IL-136 F G I L- B 1 b 434 0 408 TYP E3 TYP TYP 12 = _ 12 12 0 A7.23 ,� A7.23 A7.23 LEVEL 4 - LEVEL 4 - LEVEL 4 \ . WMARMMMMMMMMMMMMMME136 - 11 1 /2 136 - 11 1 /2 136 - 11 1 /2 4-11 5 A7.45 I L- B 6 334 IL-B1 � 308 I DINING I 1007 0 TYP i LEVEL 3 > _YE1 126 -101 PARKING GARAGE >> LALJNDRY LAUNDRY PARKING GARAGE 0010 \ 0 4 0004 0010 LEVEL P1 h 91'-0" 33141 A7.024 LEVEL 2 116' - 9" III III III III III III III III III III III III -III 11I I 6.1 1 5.5 1'66 WALL SECTION @ LAUNDRY 5 1 /4" = 1'-0" 5.2 PARKING I 1113.5 I I F G I I I I 10 3 10 10 B4.1 331C0.2 I A7.24 3� A7.11 PARKING 3 8 LEVEL 1 - - - - - LEVEL 1 LEVEL 1 h 102' 9" 102 - 9 a 102' - 9" LEVEL 1 IL - - - - - - - 102'_9" ' r Q AB AB3C.2 10 n, AVE GRADE (IBC) A7.11 3 10 MAVE GRADE (IBC) A7.11 M AVE GRADE (IBC)OIL 99' - 4 3/4" T _ _ _ _ 99' - 4 3/4" 99' - 4 3/4" _ _ _ _ _ _ _ AVE GRADE (IBC) a AVE G - - _ - - - 4 3/4"AVE G ADE (ZONINGADE (Z AVE GRADE (ZONING) 98'- 9" 98'-9" X3.2 98' - 9" AVE GRADE (ZONING) OL m - m 98' - 9" m PARKING - X3.2 - PARKING 00 0005 A.1 - 3 10 _ PARKING GARAGE BOILER PARKING GARAGE 0 4 - PARKING 03A4.1 0010 0010 - _ - LEVEL 0 POIL EL P1� ; - - -I� _ - LEVEL - LEVEL P1 oL 9 T 1-I �tT 91' - 0 T 91' - 0" LEVEL P1 20 20 91, - 0" A7.11 3A.1 - A7.11 Por- 0 4 20 - A7.11 - 8 a EFF WALL SECTION @ DINING ENTRANCE WALL SECTION @ PARKING SOUTH WALL WALL SECTION @ WEST WALL WALL SECTION @ BOILER RM 1 /4" = 1'-0" 2 1 /4" = 1'-0" 3 1 /4" = 1'-0" 1 /4" = 1'-0" LEVEL 126' - 10 1 /4" LEVEL 116'-9" Im■ i01 ol 4 A7.92 Q5.1 _ 5 1 0 .53 0 2. ----------- 5 / A7.92 _LEVEL 3 � 126' - 10 1 /4" _LEVEL 2 � 1166' - 9" 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC (D 00 M () O 0 (� Z z O Vl W 0 0 z L.L O z O 0 LU 0� O z O LU00 ; J o O oN J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 B 12.18.21 City Comments #02 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 WALL SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A4e5l i V D n GENERAL NOTES - WALL SECTIONS V V Ni 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. zz IL-B1 312 O A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173'-99"" m 00 TOP OF PLATE � 166' - LEVEL 6 h 157' - 2" _ LEVEL 5 147- 0 3/4" LEVEL 4 h 136' - M I � I i b � 20 6G. A7.61 0 7 —" LEVEL 3 126' - o SI 3C.3 11 A7.61 3 1'9 � LEVEL 2 � 116'-9" 10 3C.1 A7.11 3 10 LEVEL 1 ot 102�9" M 0 AVE GRADE (IBC) o — — — - — — — — 99' - 4 3/4" 'r X3.2 AVE GRADE (ZONING) 3 10 °' 98' - 9" PARKING M 00 I p3A4.1 LEVEL P1 � 91,-0" A7.11 1 WALL SECTION @LEVEL 6 NORTH DECK ' 1 /4" = 1'-0" 13 CG ZONE MAX HEIGHT 7 ' ABO GRADE PLANE _F I - RO CALCS - TOP OF PLATE 166' - I L-C3 306 PARKING 7 WALL SECTION @LEVEL 6 EAST DECK L 1 /4" = 1 '-0" M 00 LEVEL OIL157'-2" � _LEVEL 5 h 147' - 0 LEVEL 4 h 136' - 11 1 /2" LEVEL 3 "F 126' - 10 1 /4" � LEVEL 2 � 116�9" LEVEL 1 L 102�9" 0B � M AVE GRADE (IBC) IL 99' - 4 3/4" AVE GRADE (ZONING) o, 98' - 9" 00 LEVEL P1 h A CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE 173173' - 9" 0 v TOP OF PLATE 166' - 1 3/4" i IL-Cl / 316 20 A7.61 6 1 0 7 I 3C.3 3C.1 3 14 3 14 SIM 9 20 ' I A7.61 A5.41 ' SIM. L� PARKING GARAGE 1039 LEVEL 157'-2" _ LEVEL 5 147' - 0 3/4" LEVEL 136' - 11 1 LEVEL 126' - 10 1 /4" LEVEL 116'-9" 19 � A5.41 IL ENTRY CANOPY, SEE 10 1 A5.41 3C.2 3 10 LEVEL 102' - 9" = o AVE GRADE (IBC) 99' - 4 3/4" PARKING GARAGE AVE GRADE (ZONING) 0010 X3.2 I 98' - 9" 3 10 0341 ' - LEVEL P1 20 91 - 0 - A7.11 =III II III III III III II 3 WALL SECTION @ FRONT ENTRY CANOPY 1 /4" = 1 '-0" �i 81 OFY40- let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC C) 00 z to 0 0 Z z OU) G � W 0 0 z z L.L O O 0 0� 0 z O LU00 ; J o N O oCD J o Oco CD = ZCD N z 0- Q N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 B 12.18.21 City Comments #02 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 WALL SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 � I i p GENERAL NOTES - ACCESSIBILITY SHEETS tee, V 1. THESE PICTOGRAPHS DO NOT DESCRIBE ALL CONDITIONS WHICH MAY BE ENCOUNTERED IN THE FIXTURE AND APPLIANCE DESIGN CRITERIA FIELD. VERIFY QUESTIONS WITH ARCHITECT 2. INFORMATION IN THESE DRAWINGS IS COMPLEMENTARY TO THE PLANS, SECTIONS, ELEVATIONS> OTHER AND DETAILS, AND SHALL BE USED IN CONJUNCTION WITH THEM �: d►NI DESCRIPTION LOCATION MODEL # FEATURES CRITICAL DIMENSION DIMENSION Comments 3. PROVIDE WORK SHOWN OR REFERRED TO HEREIN AS THOUGH SHOWN ON ALL OTHER OFYA ARCHITECTURAL DRAWINGS APPLIANCES 4. INFORMATION REGARDING THE LOCATION OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS IS RANGE TYPE B UNITS GE JS645SLSS SLIDE IN, FRONT CONTROL 28 1/2" MAX DEPTH TO FRONT OF CONTROL PANEL, PLUS 3/4" FOR BACKSPLASH TO RUN CONTINUOUS BEHIND 30" WIDE APPLIANCES PROVIDED AS DESIGN CRITERIA FOR THE CONVENEINCE OF THOSE DESIGNERS OF RECORD WHO RANGE ACCESSIBLE UNITS GE JD630SFSS SLIDE IN, FRONT CONTROL 28 1/2" MAX DEPTH TO FRONT OF CONTROL PANEL, PLUS 3/4" FOR BACKSPLASH TO RUN CONTINUOUS BEHIND 30" WIDE, 34" APPLIANCES SHALL BEAR RESPONSIBLITY FOR COMPLIANCE WITH THE APPLICABLE CODE STANDARDS HIGH COUNTER ILLUSTRATED AND CITED HEREIN REFRIGERATOR TYPE B UNITS GE GPTE17GSNRSS TOP FREEZER 36" DEPTH (INCLUDING REQUIRED AIR SPACE BEHIND ACCOUNTING FOR ICE MAKER) APPLIANCES 5. PROVIDE REINFORCEMENT, AS ILLUSTRATED HEREIN, AT ALL GRAB BAR AND SHOWER SEAT REFRIGERATOR ACCESSIBLE UNITS GE GPTE17GSNRSS BOTTOM FREEZER 36" DEPTH (INCLUDING REQUIRED AIR SPACE BEHIND ACCOUNTING FOR ICE MAKER) APPLIANCES LOCATIONS. DASHED GRAB BARS DELINEATE REQUIRED REINFORCEMENT FOR FUTURE GRAB BARS. WHERE REINFORCEMENT IS NOTED 32" MAX AFF AND 38" MIN AFF, UNO. WHERE WOOD BLOCKING HOOD ACCESSIBLE UNITS N/A REMOTE SWITCH 30" WIDE APPLIANCES IS USED, A SINGLE 2X6 IS NOT ADEQUATE. GAPS IN REINFORCEMENT MUST BE 1/4" MAX. MICROWAVE ACCESSIBLE UNITS GE PEB7227ANDD COUNTERTOP 4 APPLIANCES 6. PROVIDE GRAB BARS, AS ILLUSTRATED HEREIN, WITHIN PUBLIC SPACES. MICRO/HOOD COMBO TYPE B UNITS GE JVM316ORFSS RECIRCULATING VENT 30" WIDE APPLIANCES 7. COMPLY WITH MOUNTING HEIGHTS INDICATED HEREIN FOR WALL -MOUNTED ITEMS. MOUNTING • • DISHWASHER TYPE B UNITS GE GDF530PSMSS STANDARD HEIGHT 24" WIDE APPLIANCES HEIGHTS APPLY TO ALL ITEMS IN ACCESSIBLE AND TYPE A UNITS SAME AS PUBLIC/COMMON AREAS. DISHWASHER ACCESSIBLE UNITS GE GDF530PSMSS FITS UNDER 34" HIGH COUNTER 24" WIDE APPLIANCES 8. COMPLY WITH GENERAL BUILDING CLEARANCE REQUIREMENTS AS INDICATED HEREIN. CLEAR DISHWASHER PUBLIC GE GDF530PSMSS FITS UNDER 34" HIGH COUNTER 24" WIDE APPLIANCES FLOOR SPACE REQUIREMENTS SHOWN DASHED. WITHIN ACCESSIBLE AND TYPE A MOBILITY UNITS, 38 NORTHWEST DAVIS, SUITE 300 APPROACH WHEELCHAIR CLEAR FLOOR TURNING CIRCLE T-SHAPED TURNING SPACE WASHER TYPE B UNITS GE GUV27ESSMWW 29" CLEAR WIDTH, 39 1/2" CLEAR DEPTH APPLIANCES ALL DOORS FOR USER PASSAGE SHALL HAVE DOOR MANEUVERING CLEARANCES SAME AS IN PUBLIC PORTLAND, OR 97209 DIRECTION SPACE & CLEAR AREA REQUIRED 60" DRYER TYPE B UNITS GE GUV27ESSMWW LONG VENT AS REQUIRED TYPE B UNITS THE WASHER DIMENSIONS GOVERN, TYPE ATHE WIDTH IS 29" CLEAR APPLIANCES AND COMMON AREAS. ALL TURNING SPACE, FLOOR LEVEL CHANGES AND REACH RANGES FROM 503.245.7100 BEYOND DOOR SWING PREVIOUS SHEETAPPLY IN UNITS SAME AS IN PUBLIC ANC COMMON AREAS. WASHER/ DRYER COMBO ACCESSIBLE UNITS GE GFQ14ESSNWW 26-3/4" CLEAR WIDTH, 30-7/8" CLEAR DEPTH APPLIANCES 9. ENCROACHMENT INTO FLOOR CLEARANCE AREAS AT DOORS, CASEWORK, APPLIANCES OR W/D COMBO PEDESTAL ACCESSIBLE UNITS GE GFQ14ESSNWW 15" MIN TO BOTTOM OF THE OPENING OF THE COMBO MACHINE APPLIANCES EQUIPMENT IS NOT ALLOWED UNLESS OTHERWISE NOTED. EATTLE, AVE, WAA98101 SUITE 300 SEAT 10. NOTIFY THE ARCHITECT IMMEDIATELY IF CONFLICTS ARE DISCOVERED BETWEEN THE REQUIRMENTS ry, 206.576.1600 � FIXTURES ILLUSTRATED HEREIN AND THOSE ON OTHER DRAWINGS. I 0 60" KITCHEN SINK TYPE B UNITS N/A UNDERMOUNT FIXTURES 11. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND ATTHE ENDS OFTHE 1014 HOWARD STREET I I 5'-0" DIA L - KITCHEN SINK TYPE A UNITS N/A OFFSET DRAIN 34" TO TOP OF COUNTER, 27" MIN KNEE CLEARANCE FIXTURES GRAB BAR SHALL BE 1 1/2" MIN. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS SAN FRANCISCO, CA 94103 BATHROOM LAVATORY ALL OVALYN UNIVERSAL ACCESS UNDERMOUNT 34" MAX TO RIM OF SINK OR COUNTER AND 27" MIN KNEE CLEARANCE FOR FORWARD APPROACH FIXTURES ABOVE THE GRAB BAR SHALL BE 12" MIN. 415.252.7063 / 48" / 12" I 12" SINK 9482.000 ©ANKROM MOISAN ARCHITECTS, INC. cV KEYNOTES PROVIDE A HAND SHOWER WITH A HOSE 59" MIN. IN LENGTH THAT CAN BE USED AS WATER CLOSET TYPE B N/A DUAL FLUSH 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL FIXTURES BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER. THE HAND SHOWER SHALL WHEREVER TURNING SPACE IS REQ'D, EITHER 5' DIA TURNING CIRCLE OR T-SHAPED TURNING SPACE MAY BE USED L -- WATER CLOSET TYPE A N/A CONTROLS ON OPEN SIDE 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL. SEAT OF HEIGHT IS 17" TO 19" AFF. FIXTURES HAVE A CONTROL WITH A NON -POSITIVE SHUT-OFF FEATURE. AN ADJUSTABLE REVIEWED WATER CLOSET PUBLIC N/A 4 CONTROLS ON OPEN SIDE 33" MAX DEPTH FROM WALL BEHIND TO FRONT RIM OF BOWL. SEAT OF HEIGHT IS 17" TO 19" AFF. FIXTURES 0 HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS SHOWER TYPE B AQUATIC 1603BFSTD FIBERGLASS 30" CLEAR BY 60" CLEAR; SEE DEPARTMENT STATE HEALTH EXEMPTION REQUEST DATED 03.12.2020 FIXTURES NOT TO OBSTRUCT THE USE OF GRAB BARS. HAND SHOWER MOUNTED AT 45" MAX TYPICALSYMBOLS LEGEND SHOWER ALL UNITS AQUATIC 1603BFSTD NO RECESS 36" ABSOLUTE BY 36" ABSOLUTE FINISH TO FINISH FIXTURES TO BOTTOM OF SLIDE BAR. 3/8" = 1'-0BATHTUB/SHOWER TYPE AAND PUBLIC AQUATIC 2603CTH 56" WIDE BY 30-1/4" DEEP TUB FIXTURES IN LIEU OF REINFORCEMENT IN WALLS SURROUNDING SHOWERS, FIBERGLASS February 11, 2022 " SHOWER ALL UNITS AQUATIC 1603BFSTD 60" WIDE BY 34" DEEP FIXTURES O SHOWER SURROUNDS CAN BE REINFORCED TO ALLOW GRAB BARS TO BE 2 ATTACHED TO SHOWER. ALLOWABLE STRESSES SHALL BE DESIGNED TO RESIST Reviewed by: DBeck A VERTICAL OR HORIZONTAL FORCE OF 250 LES APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER MOUNTING DEVICE, OR SUPPORTING STRUCTURE. BECK & ASSOCIATES, PLLC OPERABLE PARTS SHALL BE OPERATED WITH ONE HAND AND SHALL NOT REQUIRE O3 TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM. SIDE REACH DIAGRAMS FORWARD REACH DIAGRAMS 4" MAX z o LIMITS OF PROTRUDING OBJECTS z o ^ OBJECTS IN ANY PATH OF Q 2i � IN CIRCULATION ARE REQUIRED TO Q rlj o I COMPLY WITH LIMITS SHOWN HERE. w OBJECTS THAT CANNOT COMPLY, > m o SUCH AS STANDPIPES IN STAIRS w > 2 2 00 Al AND CONTROL BOXES IN PARKING - 1 GARAGE, SHALL HAVE ADDED CANE 0 DETECTION. CV > 10" 24" 101, 10" 20" MAX. 20"-25" A PER 2010 ADAS AND ICC Al 17.1 SECTION 303 MAX. MAX. MAX. MAX. - NOTE: SEE TYPE B UNIT SHEET FOR EXCEPTIONS 6 FLOOR LEVEL TRANSITIONS REACH DIAGRAMS TO SIDE REACH WITHIN TYPE B RESIDENTIAL UNITS PROTRUDING OBJECTS 3/8" = 1'-0" 7 3/8" = 1'-0" 9 3/8" = 1'-0" MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS MANEUVERING CLEARANCE N O PULL SIDE FRONT APPROACH PULL SIDE -HINGE APPROACH PULL SIDE - HINGE APPROACH PULL SIDE - LATCH APPROACH PULL SIDE - LATCH APPROACH NOTE: DOOR AT SLIDING DOORS, FOLDING DOORS, AND OPENINGS 00 OPTION 1 OPTION 2 WITHOUT LATCH &CLOSER WITH LATCH &CLOSER MANEUVERING CLEARANCES S MEASURED FROM FACE OF FRONT APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH 0 N i> F- 1 �Z > ----� BASE TRIM TO NEAREST ACCESSIBLE ROUTE WIDTH DOORS FOR USER PASSAGE C v 1 Z> 1 <� ] 4 MAX DOOR FRAME OBSTRUCTION AND >24" DEEP CLOSET z 1 z 1 I S> DOOR CLOSERS AND DOOR 36"MIN = g 1 z 1 g 1 z Z - O 0 1 l 010 Q STOPS MAY PROJECT DOWN TO Q 1O � `O I v 1 78 INCHES ABOVE FLOOR C "' 1 "' 00 00 - 1 32" MIN Ln c 1 1 N O o _--------- PROJECTIONS LIMITED TO 34 0 , 18 MIN 42" MIN 36 MIN 24" MIN 24 MIN 1 22" MIN 1 24" MIN LL INCHES TO 80 INCHES ABOVE 1 LL W 0 - - - - - - -- - - - - - - - - - - 32" MIN FLOOR z Z ---------- C F 36" MIN N PANIC HARDWARE OR OTHER LL O CLR OPENING C) DOOR HARDWARE O MANEUVERING CLEARANCE AT RECESSED DOORS CLEAR DIMENSIONS CLEAR WIDTH - NO PROJECTIONS >. 0 0� PUSH SIDE - FRONT APPROACH PUSH SIDE - FRONT APPROACH PUSH SIDE - HINGE APPROACH PUSH SIDE - HINGE APPROACH PUSH SIDE - LATCH APPROACH PUSH SIDE - LATCH APPROACH MEASURED AT TRIM OR _O RECESSED DOORS -PULL SIDE RECESSED DOORS -PUSH SIDE RECESSED DOORS -PUSH SIDE WITHIN THIS AREA tt nn WITHOUT LATCH & CLOSER WITH LATCH & CLOSER WITHOUT LATCH & CLOSER WITH LATCH & CLOSER WITHOUT LATCH & CLOSER WITH LATCH & CLOSER OTHER ITEMS THAT RESTRICT V > z WITH CLOSER AND LATCH CLEARANCE "" v W ---� - - - - - O V1 F-I 0 J }N � > < BIFOLD DOORS INTENDED FOR USER SLIDING DOORS INTENDED.DOOR q � S PASSAGE AND >24" DEEP CLOSET FOR USER PASSAGE AND >24" O O o Z 1 z z z z_ z z DEEP CLOSET 32" MIN N J o g 1 g 18"MINI O J '� v 00 N N � � I g v 12" MIN WITH Of LL oCD 12" MIN 1 22" MIN 1 22" MIN 12" MIN 24" MIN 24" MIN 1 '� 00 CLOSER AND LATCH 0 O O CD = Ll Z N z w 1 � I o 0 0 o Q N Q LL w D_ 32" MIN 32" M I N 40 00 CLR OPENING CLR OPENING REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 PER 2009 ICC AND 2010 ADAS 404 DOOR CLEAR WIDTH AND 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 DOOR MANEUVERING CLEARANCES PROJECTIONS 3/8" = 110" 15 3/8" = 1'-0" 72"MIN TRACK RESUB Feb 10 2022 DMONDS HIGHEST OPERABLE PART INCLUDING TABLE 603.6 MAXIMUM REACH DEPTH AND HEIGHT FOR OPERABLE PARTS ON TOWEL DISPENSERS AND HAND DRYERS SERVING ACCESSIBLE LAVATORIES. CITY M ETSERVI DEVELOPMENT SERVICES FIRE EXTINGUISHER HANDLE. VERIFY MAXIMUM 0.5 INCH 2 INCH 5 INCH 6 INCH 9 INCH 11 INCH IN WASHINGTON, ALSO DEPARTMENT HEIGHT WITH OSHA AND FIRE INSPECTOR REACH DEPTH (13 MM) (51 MM) (125 MM) (150 MM) (230 MM) (280 MM) APPLIES TO CLEANSING J PRODUCT DISPENSERS AND z o ACCESSIBLE LOCKER MAXIMUM 48 INCHES 46 INCHES 42 INCHES 40 INCHES 36 INCHES 34INCHES DISPOSAL FIXTURES CENTERED I BLD2021-0088 v WITH ACCESSIBLE REACH HEIGHT (1220 MM) (1170 MM) (1065 MM) (1015 MM) (915 MM) (865 MM) w o APPLIES TO POCKET V) HANDLE _ ON TACTILE o = o a z CHARACTERS HIGHEST u Q o o OR BARN DOORS E HIGHEST HIGHEST NOTE: SHALL NOT BE _L'i I � ROUTE ON AN ACCESSIBLE ° @ PULL OPERABLE PART � o o z a L HANDLE OPERABLE PART OPERABLE PART INSTALLED OVER A \ \ `O m CD Z) R.H. GRAB BAR \ \ r oz °o z Z) - - -- - ] b MEN 1 1 z Q TOP 32 BUILDING � _ NOT IN '� Q SWITCH u , CODE REQ'D MIN F.E.C. ❑❑ Y m �� F�- -- 0 -E}- -- W t- Y e o � o ¢ w PICTOGRAM L - J z o J LL¢ , v FIELD t LL LL 0 CLEARANCES m z x LOWEST o W o LL LL Q _ o s Q ¢_ w w w w w o LL o W " X 36 OPENING LL 2 � OPERABLE PART 2 ,� p J J J J J J ,� g 18 MIN x m LL g J w u o m m w m m m z_ m W N O J- o ACCESSIBLE 38 DOOR LEGEND Ictcc�11 ¢ ¢ 1= Q Q ¢ z > m W Z o RAISED 0"-80"AFF m z¢ 00 o LU ° - - ¢ o o w w z w w w a> w Q HARDWARE, MUST BE z L L o a W W w w w W C m CHARACTERS TO BE 5/8" - 2" z z v 0 o a - z O w W U � EXPOSED ON BOTH PERMIT/G M P SET o � � t11 O LJL - W � J 00 z w n %n o m w u N v SIDES WHEN DOOR IS ° O N '2 o o m a m FULLY OPEN \ o LOCKERS ~ FIRE ALARM FIRE TELEPHONE/ ENVIRONMENTAL ROBE AUTOMATIC PAPER TOWEL SURFACE SOAP PAPER TOWEL SIGNAGE: HEIGHT AND CLEAR FLOOR SPACE m MAILBOXES TRASH CHUTE CIRCUIT PANEL f� L o TOWEL BAR MIRROR OVER MIRROR NOT CONTROLS MUST HAVE 32" I� V 5/o OF TOTAL PULL STATION EXTINGUISHER ENTRY CALL CONTROLS ELECTRICAL HOOK AND SHELVES HAND DISPENSER/ MOUNTED DISPENSER DISPENSER LAVATORY OR OVER L v PROVIDED SHALL BE BOX & COMMUNICATION DRYER TRASH SEAT COVER PNEUMATIC DEVICE FOR COMPLETELY WITHIN (INCLUDING RECEPTACLE DISPENSER CABINET OBSTRUCTION OPERATION WITH ONE MIN CLR DATE PROJECT NUMBER p MEDICINE SLIDING DOOR SIZE AND 05/21 /2021 184470 REACH RANGE CABINET) HAND, NO TIGHT GRASPING OR TWISTING, AND A MAX v PRESSURE OF 5 PSF 5 MOUNTING HEIGHTS MINIMUM CLEARANCE r A5eOl 19 3/8" = 1' 0" 20 3/8" = 11-0" J CONTROLS ON OPEN TO BE 24" MIN 16"-18" SIDE a J J Q W Lu v U a * I a `n z Ln 00 NOTHING Q LL a; I ALLOWED CL m z_ I WITHIN TOILET z i-n CLEARANCE 0 60" MIN 39"-41 " z U LL _ U * COMMON AREAS, 18" ABSOLUTE IN LL m l RESIDENTIAL DWELLING UNITS o z 0 0 55 ** 59" IS IF TOILET IS WITHIN ASTALLAND TOILET PAPER ~ 7 9 TOILET PAPER FLOOR MOUNTED. 56" IS FOR WALL MOUNTED 16" - 18" MAX DISPENSER 42" MAX DISPENSER TOILET IN STALL OR FLOOR MOUNTED TOILET TOILET SEAT / NOT IN A STALL. COVER DISPENSER ***IF NON -CONTINUOUS GRAB BAR IS USED, SIDE WALL GRAB BAR TO BE 12" MAX FROM CORNER AND REAR WALL GRAB BAR TO EXTEND 12" MIN FROM CENTER OF TOILET TO CORNER. 2 PUBLIC/COMMON TOILET 3/8" = 1'-0" L SHAPED CORNER — HOOK GRAB BAR *** z_ z_ 1 1 /2" MIN °O CV ol 0 00 � Q Lu ADA/ICC TOILET PARTITION ONE AMBULATORY ACCESSIBLE TOILET STALL IS REQURIED WHEN SIX OR MORE FIXTURES ARE PROVIDED ADA/ICC TOILET END PARTITION A PARALLEL APPROACH COMPLYING WITH SECTION 305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A COOKTOP OR CONVENTIONAL RANGE IS NOT PROVIDED. DW DOOR IN OPEN POSITION CANNOT OVERLAP PARALLEL APPROACH TO SINK. CLEARANCE CENTERED PER FHA IF IN UNIT, OFFSET PER ADA AND Al 17.1 REFR. SPEC 6" TO MEET ICC DW A117.1 SEC.804.5.6 Z w CL o Y m I I I o � 48 48" I z REFRIGERATOR SINK WITH PARALLEL APPROACH CD FIXED CABINETRY ALLOWED BELOW SINK CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS PER ADA AND ICC A117.1 804 WITH PARALLEL APPROACH TO THE SINK AND A 3' SINK BASE CABINET, THE DW HAS TO BE AT LEAST 6" FROM SINK CABINET SINKAT34" MAX. COUNTER BEYOND SINK 34" MAX TO PROVIDE OUTLETS WITHIN REACH RANGE W CLEAR D OWN, SAME FLOOR SAS SINK CFS) A ACCESSIBLE KITCHENETTE 3/8" = 1'-0" ACCESSIBLE WALL -HUNG LAVATORY REACH DEPTH TO FAUCET CONTROLS SHALL BE EQUAL TO OR LESS THAN INSULATE THE DEPTH OF KNEE AND WATER SUPPLY TOE CLEARANCE AND DRAINPIPES PROVIDED, BUT SHALL NOT EXCEED 25 INCHES. I I I � 0 I 0 J 6 Q i CD * IL * * * * SEE KNEE AND TOE CLEARANCE DIAGRAM PER ADA AND ICC Al17.1 606 DETAIL* FOR DIMENSIONS 9 COMMON WALL HUN 3/8" = 1'-0" 15" MINA TO SIDE WALL BASE, PARTITION OR FIXTURE IF_ I z CV — 30" CLR UNLESS IN ALCOVE IF SINK IN ALCOVE 24" OR GREATER IN DEPTH, 30" CLEAR FLOOR SPACE BECOMES 36" MINIMUM G LAVATORY FORWARD REACH, WHERE REQUIRED, ONLY GOES TO THE FRONT OF THE KNEE AND TOE CLEARANCE LL - Q z M N ol M45MAX 17" MIN a 08 * KNEE AND TOE CLEARANCE DIAGRAM 3/8" = 1'-0" LAVATORY IN COUNTER IN COMMON RESTROOM NOTE: FLOOR FINISH UNDER LAVATORY SHOULD EXTEND TO WALL. WATER SUPPLY AND DRAIN SHALL BE INSULATED OR COVERED WITH NO SHARP OR ABRASIVE SURFACES. REACH DEPTH TO — 1� 5 MINA FAUCET CONTROLS TO SIDE WALL BASE, SHALL BE EQUAL TO PARTIl!jION OR FIXTURE OR LESS THAN THE 4 DEPTH OF KNEE AND r TOE CLEARANCE PROVIDED, BUT EQ EQ SHALL NOT EXCEED 25 INCHES. 24 MAX L1 GLW N V * OPEN 6L 30" CLR I UNLESS IN ALCOVE * 30" MIN CLEAR * 10 IF SINK IN ALCOVE 24" OR V7C�LEARANCE KNEE AND TOE GREATER IN DEPTH, 30" ALLOWABLE EQUIP. AREA DIAGRAM CLEAR FLOOR SPACE NO SHARP SURFACES DETAIL* FOR DIMENSIONS BECOMES 36" MINIMUM PER ICC A117.1 606 10 COMMON LAVATORY IN COUNTER 3/8" = 1'-0" 5' 0" TOILET CONTROLS ON OPEN SIDE TOILET CONTROLS ON OPEN SIDE MIN CLEAR 16"-18" 16"-18" 30" MIN � L ot-,, FOLLOW MANUFACTURER 4a 36" MIN IF PARTITIONS FROM SIDE WALL OPPOSITE D00 GE RECOMMENDATIONS FOR MOUNTING LOCATE SEAT COVER DISPENSER GREATERTHAN24" w GRAB BAR TO TOILET PARTITION WHERE TOILET IS NOT IN CLEAR z w J ,, FLOOR SPACE FPR ACCESSORY PARTITIONS PER IBC g CD 0 o - IPC 405.3.1 REQUIRES NON -ACCESSIBLE J 0 J 1209.3.2 N " _ z_ LU z STALLS TO BE 30" MIN IN WIDTH BY 56" IN , o FLUSH 0 0 DEPTH FOR WALL MOUNTED TOILET AND LU z — PROVIDE 6" MIN CLR BEYOND THE VALVE 2 : 60" MIN IN DEPTH FOR FLOOR MOUNTED I 0 0 SIDE OF THE PARTITION BY 9" IN Q o TOILET. ASSUME 36" WIDE CLEAR BY CL J o 6" HEIGHT IF THE COMPARTMENT 131/2" MINco LL DEPTH OF ACCESSIBLE STALL, U.N.O. o WIDTH IS 66" OR LESS 1 cr LL z PROVIDE 6" MIN CLR BEYOND THE SIDE EXTENT OF TOILET CLEARANCE I "' Ln OF THE PARTITION BY 9" IN HEIGHT IF � o, LL u 1-0 THE COMPARTMENT WIDTH IS 66" OR z o z w u LESS AND THE DEPTH IS 62" OR LESS o z O „� = 30" o> z Q FOR WALL HUNG TOILET AND 65" OR _ o Uj U o J J Q of w O z 0 LESS FOR FLOOR HUNG TOILET o> z= Q o � z Q w of nn LL w U F Q z Q J= 0- Q z Q w _ a Q - � u 3" PREFERRED NOTES ABOUT DOORS: ACCESSIBLE URINAL 4" MAX 1. IN MULTI -STALL TOILET ROOMS, DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. 2. ACCESSIBLE STALL DOOR TO BE 32" CLEAR, HAVE DOOR MANEUVERING CLEARANCES, A GRAVITY CLOSER, DOOR PULLS ON BOTH SIDES, AND AN ACCESSIBLE LOCKING MECHANISM. 3. DOORS MAY ENCROACH INTO STALLS BUT NOT OVER TOILET CLEARANCE. 12 TOILET COMPA 3/8" = 1'-0" RTM ENT GRAB BARS SHALL EITHER BE CIRCULAR WITH A CROSS SECTION WITH AN OUTSIDE DIAMETER BETWEEN 1 1/4" MIN AND 2" MAXIMUM OR BE NON -CIRCULAR WITH A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MINIMUM AND 4.8" MAXIMUM. PROTRUDING OBJECTS NOTHING TO BE MOUNTED WITHIN 12" CLEAR SPACE ABOVE GRAB BAR NOTHING TO BE MOUNTED WITHIN 1 1/2" CLEAR SPACE BELOW GRAB BAR ALL GRAB BARS INSTALLED IN ANY APPLICATION EXCEPT SPACE BETWEEN GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS AND OTHER GRAB BARS SHALL BE 1 1/2" MINIMUM. PER 2010 ADAS AND ICC A117.1 SECTION 609.3 1 Q GRAB BAR SPACING I Wo/ 1 = 1 '-0" RECESSED OBJECTS FULLY RECESSED DISPENSERS CAN BE LOCATED WITHIN THE 12" ABOVE AND 1 1/2" BELOW THE GRAB BAR. 1 [� ACCESSIBLE URINAL I J 3/8" = 1'-0" 18" MIN 19" MAX MAX z 0 LU 8 zz M I N g Como Q �.�F .0 MAX MIN SIDE ELEVATION 6"A 4" MP PLAN WITH FRONT APPROACH ') n DRINKING FOUNTAIN L v 3/8" = 1'-0" )UT DRINKING FOUNTAIN SHALL BE LOCATED IN AN ALCOVE OR OTHERWISE POSITIONED SO NOT IN CIRCULATION PATH CLEAR FLOOR SPACE TO EXTEND 17" MIN TO 25" MAX 30" x 48" CLEAR FLOOR SPACE CENTERED ON LOW DRINKING FOUNTAIN. IF ALCOVE GREATER THAN 24" DEEP, CLEAR FLOOR SPACE IS 36" X 48", CENTERED ON LOW DRINKING FOUNTAIN. IF BOTTLE FILLING STATION PROVIDED, IT SHALL BE ON LOW DRINKING FOUNTAIN. 9281 (OWN 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O OD m V) 0 0 (� Z z O Un 0 V1 W 0 0 z z LL 0 O 0 0� 0 z O LU00 ; J 8 N O oCD J o Oco I— CD = Z N z o_ REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ICC PUBLIC & COMMON REQUIREMENTS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 FORWARD REACH, WHERE REQUIRED, ONLY GOES TO THE FRONT OF THE KNEE AND TOE CLEARANCE U. Q z M C�1 v 16 8" 6" z MIN M 6) 17" MIN � KNEE AND TOE CLEARANCE DIAGRAM ' 3/8" = 1'-0" REINFORCEMENT FOR FUTURE GRAB BARS I 0 1 Jif, 1 LENGTH OF TUB PER TYPE A o 60" MIN PER FHA g a 2 0 LJ Q CONTROLS SHALL BE LOCATED ON AN END WALL AND BE BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. FOR PROJECTS ALSO COMPLYING WITH ADA: PROVIDE REMOVABLE BATHTUB SEAT IN UNIT. COORDINATE STORAGE LOCATION WITH OWNER. REINFORCEMENT FOR FUTURE GRAB BARS 6" 48" MIN MAX \____j L _j ICC Al 17.1 1003.11.2.5.1 AND 607 TYPE A UNIT TUB SHOWER ' v 3/8" = 1 '-0" CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS REFR. SPEC TO MEET ICC Al 17.1 SEC.1003.12. z 5.6 LU u F_ — Y o I _ a I =Ln I 48" el z REFRIGERATOR 2 \ o \ DW REQUIRES TWO CLEAR FLOOR FRONT CONTROLS REQ'D SPACES: CENTERED PER FHA, FOR OVEN & COOKTOP OFFSET PER ICC REMOTE SWITCH REQUIRED FOR HOOD CONTROLS TO BE WITHIN REACH RANGE. OVEN CLEAR FLOOR SPACE LIGHT AND FAN SPEED TO BE CONTROLLED COOKTOP CLEAR FLOOR SPACE SEPARATELY. - i ----- 00 i 30" MIN 4- OI I CLEAR 11 I DW o0 0 �- (L00 4 o 00I ---� 30" L� I 48" I 48" 30" -- SINK DISHWASHER RANGE /4WORK SURFACE OFFSET APPROACH PER Al 17.1 CENTERED APPROACH PER FHA (SEE TYPE B SHEET FOR FORWARD APPROACH OPTION FOR FHA COMPLIANCE) 7 TYPE A KITCHEN L 3/8" = 1 '-0" FORWARD APPROACH WITH KNEE AND TOE CLEARANCE (1/A5.03) REQUIRED BELOW SINK AND WORK SURFACE. REMOVABLE CABINETRY ALLOWED PROVIDED THE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF COUNTER, THE FLOOR FINISH EXTENDS UNDER THE CABINETRY, AND THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED GRAB BAR TO BEGIN AT EDGE OF SEAT BUT NOT EXTEND OVER SEAT AND NOT REQUIRED TO EXCEED 48" 60" MIN CO TROL WALL 6" MAX O�T 44 SEAT WALL I 1 0 i I M I � I REINFORCEMENT FOR FUTURE GRAB BARS PER FHA, GRAB BARS INSTALLED PER ICC Lo FULL WIDTH \ I I 27" [•'jllul FOR PROJECTS REQUIRED TO COMPLY WITH 2010 ADA: AT LEAST 50% OF SHELF SPACE IN CABINETS SHALL BE WITHIN REACH RANGE AND WORK SURFACE TO BE ADJACENT TO THE OVEN. FULL WIDT - - J cn J 0 3" 1 1 /2" z � 'u 41 21 /2" MAX - o MAX MAX o -10 00 Il LL z m 6 SHOWER ^ O° M SEAT L 60 L SHOWER SEAT AN ENTRY OF 60" MINIMUM IN WIDTH SEAT WALL CONTROL WALL SHALL BE PROVIDED (NO DOOR ALLOWED) PER ADA SECTION 608, ICC Al 17.1 SECTION 608 AND FHA CHAPTER 7 =7 ACCESSIBLE RDU ROLL -IN SHOWER 3/8" = 1 '-0" TOILET - WITHOUT ENCROACHING TOILET WITH LAVATORY - VANITY RESIDENTIAL DWELLING UNIT 18" 18" L. 18" BSOLUTE �4BSOLUTE MIN CLR* II i II I N II EXPOSED KNEE SPACE UNDER BRACKET- TYPICAL REINFORCEMENT AT TOILET SUPPORTED COUNTERTOP LAVATORY Ln IiII=0 i II II FUTURE ii FUTURE Ij GRAB BARS 1 GRAB BARS EXPOSED 60 - --- I KNEEE S ACE -J IF THE LAVATORY OVERLAPS THE TOILET MANEUVERING SPACE, REMOVABLE CABINETRY *MIN CLR DIMENSION MUST BE PROVIDED WITH KNEE IS TO COUNTERTOP AND TOES CLEARANCE PROVIDED AT THE SIDE PANEL PER ICC 1103.11.2.4 7 TYPE A UNIT TOILET ' L 3/8" = 1 '-0" TOILET - WITHOUT ENCROACHING TOILET WITH LAVATORY - VANITY RESIDENTIAL DWELLING UNIT 18" GRAB BARS 18" L. 18" BSOLUTE BSOLUTE MIN CLR* 0 1 N I � I Ln INSTALL 36" REAR WALL GRAB BAR WHERE SPACE ALLOWS, 24" IS ALLOWED WHEN VANITY ENCROACHES � I I GRAB BARS I I I J 60" *MIN CLR DIMENSION IS TO COUNTERTOP PER ICC 1103.11.2.4 1 =7 TYPE A UNIT TOILET ' , 3/8" = 1 '-0" ACCESSIBLE WORK SURFACE SECTION LOCATE CONTROLS WITHIN CROSSHATCHED AREA. M4Il — - — U_ Il LL Q z_ Lj M m I- I` CONTROLS TO BE ON OPEN SIDE EXPOSED KNEE SPACE UNDER BRACKET- TYPICAL REINFORCEMENT AT TOILET SUPPORTED COUNTERTOP LAVATORY REINFORCEMENT FOR GRAB BARS PER FHA 39" MIN MAX -41" 01 10 57" II z 42" MIN 12" II m � MIN w - EXPOSED Li- 8 Q Q z_ � KNEE SPACE z m � z_ = co cn M Ma - M (Nr1 M IF THE LAVATORY OVERLAPS THE TOILET MANEUVERING SPACE, CABINETRY MUST BE CONTROLS TO BE REMOVABLE WITH KNEE AND ON OPEN SIDE TOES CLEARANCE PROVIDED AT THE SIDE PANEL INSTALL GRAB BARS IN ADDITION TO REINFORCEMENT THRESHOLD 45" REINFORCEMENT FOR FUTURE GRAB BARS I I I 18" 1 18" OLUTE MIN* 1 4- 45" 12" 12" MINI MIN I I I 1 18 OLUTE� MIN* ILL _K 25" ACCESSIBLE SINK SECTION FORWARD REACH ONLY GOES TO THE FRONT OF THE KNEE AND TOE CLEARANCE, TYPICAL. HATCH DENOTES ALLOWABLE EQUIP. AREA. NO SHARP SURFACES. * SEE KNEE AND TOE CLEARANCE DIAGRAM NOTE: FLOOR FINISH UNDER SINK AND WORK SURFACE (1 /A5.03) FOR DIMENSIONS SHOULD EXTEND TO WALL. WATER SUPPLY AND DRAIN SHALL BE INSULATED OR COVERED WITH NO SHARP OR ABRASIVE SURFACES. ACCESSIBLE WORK SURFACE AND SINK ELEVATION En rn NO LINEN CABINET 39" MIN WALL TO OUTLET I LINEN 12" F-MIN - 42" MIN FOR OUTLET TO BE ADJACENT TO VANITY NOTE THIS DETAIL IS ADDRESSING OUTLET AND SWITCH PLACEMENT ONLY, SEE OTHER DETAILS FOR LAVATORY AND TOILET CLEARANCES. PER ICC Al 17.1 1003.9 w co Q m o Lu o z � z Q 0 3:o 0 LU 0 o z Ln w O LL O 0 LU LL z � J O LL Of O O N - w w Ln v o '' ' � UJ m Ln "' Ul Q o d WHEN LINEN PRESENT, OUTLET CAN EITHER BE LOCATED IN LINEN, IN MIRROR, IN BACKSPLASH, OR ADJACENT TO VANITY IF DIMENSION ALLOWS. [� UNIT BATHROOM OUTLET/SWITCH J 3/8" = 1'-0" NOTES: ADAPTABLE CABINET AT BATHROOM 1. ADAPTABLE KNEE AND TOE LAVATORY LAVATORY SPACE MUST BE PROVIDED AT WITH OR WITHOUT BASE CABINET THE LAVATORY L18" MIN_k 2. FINISHED FLOOR TO EXTEND TO SIDE WALL UNDER CABINET, AND PIPE REACH DEPTH TO FAUCET PARTII ION OR FIXTURE PROTECTION TO BE PROVIDED CONTROLS SHALL 3. CABINETRY ALLOWED EQUAL TO OR LESS THAN BELOW SINK PROVIDED IT IS � THE DEPTH OF KNEE AND REMOVABLE. IF OVERLAPS TOE CLEARANCE � I TOILET CLEARANCE, SEE DETAIL i EQ EQ PROVIDED, BUT SHALL 1 FOR TOILET CLEARANCE. WHEN IN TOILET �� I NOT EXCEED 25 INCHES. z 4. TOP OF LAVATORY FIXTURE 24 MAX CLEARANCE 01 CL v OR COUNTERTOP 34" HIGH NOTE: REMOVABLE CABINETRY I I MAX, WHICHEVER IS HIGHER ALLOWED IN RESIDENTIAL 5. MIRRORS ABOVE DWELLING UNITS. FLOOR FINISH a J LAVATORIES: BOTTOM EDGE OF UNDER LAVATORY SHOULD LL V6� REFLECTIVE SURFACE TO BE 40" >< * EXTEND TO WALL. WATER SUPPLY N30 CLR MAXIMUM ABOVE FINISH AND DRAIN SHALL BE INSULATED z UNLESS IN ALCOVE OVER 24" DEEP FLOOR z OR COVERED WITH NO SHARP OR a IF SINK IN ALCOVE 24" OR GREATER *\�AREA 0" ABRASIVE SURFACES. WALLS o IN DEPTH, 30" CLEAR FLOOR SPACE BEHIND AND SURROUNDING THE CLEAR BECOMES 36" MINIMUM 01 ALLOWABL CABINETTO BE FINISHED. * SEE KNEE AND TOE CLEARANCE DIAGRAM FOR DIMENSIONS z Ln 9 TYPE 3/8" = 1 '-0" VIEWER HEIGHT FOR ALL UNITS ADDITIOP VIEWER A TYPE A UNITS A LAVATORY 14 TYPE 3/8" = 1 '-0" LL J w Ul, U_ o TO a O ONLY REDUNDANT OUTLETS CAN BE LOCATED IN INACCESSIBLE LOCATIONS. VERIFY ALL UNIQUE SWITCHES (INCLUDING USB, DATA AND SWITCHED UNIT DOOR ENTRY OUTLETS) ARE IN ACCESSIBLE LOCATIONS. SWITCHES OUTLETS SEE BUILDING CLEARANCES SHEETS FOR OTHER REACH RANGE, ONLY SIDE REACH RANGE AT KITCHEN AND BATHROOM IS MODIFIED WITHIN UNIT. OUTLETS SWITCHES SIDE REACH AT KITCHENS ALL ENVIRONMENTAL CONTROLS AND BATHROOMS INCLUDING THERMOSTATS, TO TOP OF CONTROL 24" MAX PER ICC CIRCUIT PANEL � % TOP o o - HIGHEST R.H. Lj OUTLET p SWITCH Z LU L-J o LL= �_ 0 = O O �L m m CABINETS o ,,, LU O° LU o w U)OUTLETS w w %n z m z u o= u ROBE OUTLET/ SWITCH HEIGHTS HOOK 44" MAX AT FORWARD APPROACH 46" MAX FOR SIDE REACH OVER OBSTRUCTION 10" - 24" 48" MAX FOR SIDE REACH OVER OBSTRUCTION LESS THAN 10" A MOUNTING HEIGHTS ACCESSIBLE CLOSET ROD & SHELF CLOSET ROD ELEVATION FOR EVERY CLOSET IN AN ICC TYPE A UNIT PER ICC Al 17.1 1003.14 AND 905 19 TYPE A CLOSET ROD ELEVATION 3/8" = 1 '-0" LAUNDRY EQUIPMENT - SIDE BY SIDE W/D TOP LOADING FRONT LOADING 00 I I I z UP TO 24" MAX z w � 0 M 1 - O 0 En o F - -� ( C o LEI � I - J IF CLEAR FLOOR SPACE 48" 48" OFFSET, APPLIANCE DOOR SHALL HINGE ON SIDE PARALLEL APPROACH CENTERED ON PARALLEL APPROACH OPPOSITE THE CLEAR FLOOR THE APPLIANCE OFFSET UP TO 24" SPACE. NOTE: PROJECTS REQUIRED TO COMPLY WITH 2O10 ADAS MUST HAVE THE CLEAR FLOOR SPACE CENTERED. ALL CONTROLS TO BE LOCATED ON THE FRONT PANEL, OPERABLE WITH A PROJECTS REQUIRED TO COMPLY WITH HUD 504 (EVEN CLOSED FIST AND WITHIN REQUIRED IF CHOSING 2010 ADA FOR COMPLIANCE PATH) MUST REACH RANGE, INCLUDING LINT USE FRONT LOADING LAUNDRY APPLIANCES. SCREEN AND ALL DETERGENT AND BLEACH COMPARTMENTS ICC 611 AND 2010 ADAS 611 20 TYPE A LAUNDRY 3/8" = 1 '-0" 9281 ;'r011 �; dVd OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cif z 0 0 0 Z z O V) 0 V W �J z z L.L O O� 0 LU z LU O j 00 co J 0 8 p O N 0 O Oco = O Z N z Q� w N Q o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ICC TYPE A UNIT REQUIREMENTS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 TYPE B UNIT OPTION B BATHTUB REINFORCEMENT FOR FUTURE GRAB BARS, TYP-7 TYPE B UNIT OPTION A BATHTUB FORWARD APPROACH I I ° �I I� ° Dil 47 SEE NOTE I I I o Z �c --- 60 48" MIN RIM OF TOILET TOVERTICA EDGE OFTUB SURROUND NOTHING ALLOWED IN CLEAR FLOOR SPACE 30" MIN FOR TUB/SHOWER IN RIM OF TOILET TO _ r OPTIONSS EITHER THESE VERTICAL EDGE OF TUB SURROUND NOTE: PER FHA, IF SIDE WALL ADJACENT TO TOILET IS 24" OR GREATER, PROVIDE REINFORCEMENT FOR FUTURE GRAB BAR ON SIDE WALL 32" MAX TO 38" MIN IN ADDITION TO REINFORCEMENT FOR PULL DOWN GRAB BAR. 811 MAX MAX I z 0 m - mM REINFORCEMENT FOR FUTURE GRAB BARS 48" MIN 6ol MAX ICC Al 17.1 1003.11.2.5.1 AND 607 TYPE B UNIT TUB SHOWER I v 3/8" = 1'-0" z— W U 0 a a _ LQ z 0 s- CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORKAREAS I I R RIGERATOR 48" M Wi1 I I I I I I_ Im I I 48" OFFSET APPROACH PER Al 17.1 CENTERED APPROACH PER FHA (SEE OPTION FOR FORWARD APPROACH TO THE RIGHT) TYPE B UNIT KITCHEN L 3/8" = 1'-0" TYPE B UNIT OPTION A BATHTUB PARALLEL APPROACH I I I � I II III I z o � � mM I 60" MIN LAVATORY COMPLYING WITH ICC SECTION 606 ONLY ITEM ALLOWED IN TUB CLEAR FLOOR SPACE OFFSET CLEAR FLOOR SPACE FOR DISHWASHER TOILET FORWARD APPROACH -TYPE B UNIT 33" MIN CLR DIMENSION IS 18" 15" TO COUNTERTOP ISOLUTE MIN CLR to I I I I I 48" TYPICAL REINFORCEMENT AT TOILET FOR REAR WALL AND PULL DOWN GRAB BAR WHEN 18" FROM FIXTURE OR WALL LINE OF ADJACENT TUB (WHERE OCCURS) I REINFORCEMENT FOR PULL -DOWN GRAB BAR WHERE SIDE WALL IS LESS THAN 56" I MIN CLR DIMENSION TO EDGE OF COUNTERTOP 45" z z `O I 0o � 12" M - `n m MIN I 15" MIN 18" MIN CLR !DO) I III I z III LU w III Ln L PER ICC 1104.11.3.1.2 I 1 % TYPE B UNIT TOILET 1 , 3/8" = 1 '-0" -r--48- I 00 RANGE CLEAR FLOOR SPACE FOR OVEN (PARALLEL OR FORWARD ALLOWED) CLEAR FLOOR SPACE FOR COOKTOP CENTERED APPROACH PER FHA (PARALLEL OPTION DEPICTED TO LEFT) OFFSET APPROACH PER Al 17.1 - I I I I I I I ' I I *48" MIN. CLEARANCE BETWEEN ALL OPPOSING BASE CABINETS, COUNTER TOPS, APPLIANCES, OR WALLS WITHIN KITCHEN WORK AREAS, WHERE ONLY FORWARD APPROACH IS POSSIBLE @ THE REFRIGERATOR. TOILET - PARALLEL APPROACH -TYPE B UNIT 33" MIN CLR DIMENSION IS 18" 15" TO COUNTERTOP ABSOLUTE MIN CLR � _0 I II C Ii 1 J LAVATORY AND CABINET CAN 48" OVERLAP TOILET CLEARANCE PROVIDED 15" MIN CLEAR IS PROVIDED TO CENTERLINE OF TOILET TYPICAL REINFORCEMENT TYPICAL REINFORCEMENT AT TOILET FOR WALL AT TOILET FOR REAR GRAB BAR MOUNTED GRAB BAR (WITHOUT PULL DOWN GRAB BAR) LINE OF SIDE WALL 57" 45° REINFORCEMENT FOR FUTURE GRAB BARS 30" MIN z z_ c M fV m I 18" 15" MIN ABSOLUTE CLR MIN CLR DIMENSION TO EDGE OF COUNTERTOP NOTE: PER FHA, IF SIDE WALL ADJACENT TO TOILET IS 24" OR GREATER, PROVIDE REINFORCEMENT FOR FUTURE GRAB BAR ON SIDE WALL 32" MAX TO 38" MIN IN ADDITION TO REINFORCEMENT FOR PULL DOWN GRAB BAR. LAVATORY - LAVATORY - TYPE B UNIT PARALLEL APPROACH FORWARD APPROACH L 24" MIN L15" MINA FIXED CABINETRY TRIM OF SIDE WALL TRIM OF SIDE WALL ALLOWED UNDER LAVATORY WITH PARALLEL APPROACH -J 30" ol 48" 10 CABINETRY IS ALLOWED BELOW SINK BUT IS REQUIRED TO BE TYPE B BATHROOMS CAN HAVE EITHER REMOVABLE AND WALL AND PARALLEL OR FORWARD APPROACH. IF FLOOR FINISHES EXTEND FORWARD APPROACH IS USED, SEE PUBLIC BEHIND/UNDER CABINET SHEET FOR KNEE AND TOE CLEARANCE. A TYPE B UNIT LAVATORY Z 00 z 0 3/8" = 1 '-0" ' : ►/ ► 016101m. TO RESIDENTIAL UNIT (CORRIDOR SIDE) n Nh v 12" MIN _ ✓ W/ LATCH & CLOSER I LL W W 2 2 U N 18" MIN 32" MIN az CLR OPENING Q < LU w W J = U p l7 � z U W w D I to m - — - J (UNIT SIDE) SLIDING DOORS WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET of a p O p un O O IL LL 32" M I N CLR OPENING BIFOLD DOORS WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET Of 0_ O O p Ln Ln 0 p O ILL LL ol 32" MIN 01 10 CLR OPENING PER ICC Al 17.1 1004.5 Q TYPE B DOOR CLEARANCES J 3/8" = 1 '-0" ONLY REDUNDANT OUTLETS CAN BE LOCATED IN INACCESSIBLE LOCATIONS. VERIFY ALL UNIQUE SWITCHES (INCLUDING USB, DATA AND SWITCHED OUTLETS) ARE IN ACCESSIBLE LOCATIONS. SWITCHES OUTLETS TOP TOP 0 OUTLET OUTLET O O m m CABINETS v BTM uul-,j `Y' OUTLET z NO LINEN CABINET WITH LINEN CABINET 39" MIN WALL TO OUTLET I LINEN 12" F-MIN - 42" MIN TO COUNTER TOP FOR OUTLET TO BE ADJACENT TO VANITY NOTE THIS DETAIL IS ADDRESSING OUTLET AND SWITCH PLACEMENT ONLY, SEE OTHER DETAILS FOR LAVATORY AND TOILET CLEARANCES. PER ICC Al 17.1 1004.9 W W Q m 0 W O � J z W ~ z Q 0 U O LU LL O z Ln W O 0 1 0 Ln Uj 2 LLU z O W � ii O p LU Lu i0 v 0'-' 'J --1 m "' Q o 0 WHEN LINEN PRESENT, OUTLET CAN EITHER BE LOCATED IN LINEN, IN MIRROR, IN BACKSPLASH, OR ADJACENT TO VANITY IF DIMENSION ALLOWS. E� UNIT BATHROOM OUTLET/SWITCH J 3/8" = 1 '-0" POCKET/BARN DOOR CLEARANCES WITHIN THE RESIDENTIAL UNIT INTENDED FOR USER PASSAGE AND >24" DEEP CLOSET DOOR IN CLOSED POSITION DOOR IN OPEN POSITION 72" MIN TRACK 72" MIN TRACK z z a O O O 0 z 0 co 36" OPENING 36" OPENING 38" DOOR 38" DOOR * IF LOCK PROVIDED, VERIFY HARDWARE REQUIREMENTS TO ENSURE HARDWARE ACCESSIBLE FROM BOTH SIDES OF DOOR L 32" L ACCESSIBLE HARDWARE, MUST BE EXPOSED MIN CLR ON BOTH SIDES WHEN DOOR IS FULLY OPEN SEE BUILDING CLEARANCES SHEETS FOR OTHER OUTLETS REACH RANGE, ONLY SIDE REACH RANGE AT KITCHEN AND BATHROOM IS MODIFIED WITHIN UNIT. SWITCHES ALL ENVIRONMENTAL CONTROLS SIDE REACH AT KITCHENS INCLUDING THERMOSTATS, TO TOP AND BATHROOMS OF CONTROL �r n nnev - CIRCUIT PANEL _ HIGHEST pSWITCH L-J OUTLET/ SWITCH HEIGHTS 44" MAX AT FORWARD APPROACH 46" MAX FOR SIDE REACH OVER OBSTRUCTION 10" - 25 1 /2" 48" MAX FOR SIDE REACH OVER OBSTRUCTION LESS THAN 10" 1 A TYPE B UNIT MOUNTING HEIGHTS I 3/8" = 1 '-0" "'^" REINFORCEMENT AREA IRED PER FHA AND L BUILDING CODE. V MAX TYP MINIMUM IF SINGLE PIECE OF LUMBER LL W L.L z_ Q 2 00 2 ro N co 1/4" MAXIMUM GAPS BETWEEN REINFORCEMENT AND WALL STUDS AND MULTIPLE PIECES OF REINFORCEMENT MULTIPLE PIECES OF NOMINAL LUMBER ADDING UP TO 6" MINIMUM PER FHA CHAPTER 6 AND ICC Al 17.1 1004.11.1 (� WALL REINFORCEMENT DETAIL 1 J 3/8" = l'-0" } ks n CL ---------------- I I � I 24" MAX C) I I 48" TOP LOADING LAUNDRY EQUIPMENT STACKING W/D GL I GL I I GL I I 24" MAX 24" MAX I I I FRONT LOADING PER ICC Al 17.1 1004.11 7 n TYPE B LAUNDRY DETAILS L v 3/8" = 1'-0" 9281 ;'r011 �; dVd OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cif z 0 Z z O V) 0 V W �J z z U. O O 0 LU z O j L/) 0o co J ro 0 O O c O N o _ � O co Z N z a� N Q "' REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ICC TYPE B UNIT REQUIREMENTS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 6 [No Slope] ADMIN SUITE 1 /4" = 1 '-0" 7 1'-31/4" 11 - 711 T 01/4" N I L rtr— b CORRIDOR 1016 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY '6J.1' U.N.O. 0 KEY NOTES -FLOOR PLANS 0 0 1015 0 1O STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O� V1 W 0 0 z z LL O O 0 LU � O z O LU00 > J 8 N O oCD J o O co CD = ZCD N z N Q o_ Q w REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ENLARGED AREA PLANS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 S10 [No Slope] VEST. - 1000 I I � 1 15.2 1 00 0 ADMIN SUITE 1 /4" = 1 '-0" 15'-0" 7 1 ' 31 /4" 2'-7" 1 ' - 21 /2"--, 11 1 /2" 14'-11" S2 � 1A.1 13 i.5 11.0 AV- fV - =t 8 8"---,,1' 01/4" 1'-5 5.4 9M.1 9M.1 1 1 64 0 3.5 0 3-5 ALIGN 9M.1 ALIGN 0 3.5 - 6 3/8" 9M.1 N 3.5 ni M I I N JI 9M.1 n - 0 3.5 U 9 7,6 3/8 -I- 24'-6" GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL O8. 9 CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1U.N.O. 15-4 5.4 1 6 T- 111 6 I OI A KEY NOTES - FLOOR PLANS F v I o cr Ln 0 RR 1 9 1 9J 1006 1 ------------- - 9 - - - 3' 0„ 0_7 1 g / 1006 m L, � MIN CLR 100 A - _ �� n • N II L �J 0 I 9M.1 1005 GREAT ROOM 1013,51 MIN CLR 5.1 BEVERAGE 1001 511 1 9 L 0 4 J 0 4 9 STATION 9 1 / RR 1 9 9 _ 1010 1-176-1 %1005 I 9M.1 1 �� -----7 1 - _ 03.5 - - - - - - 00 - - - - - - 9M 1 °1 li 1'-8" 3'-10" 5 911111 - r - - - 03.5 1022A 9M. Li 4>/ 0 3.5 1' 71/2"L. 4'-0"OPENING 9" [ J. 9HEIGHT: T-0" \ 0 3.5 1 ELEV. WAITING � - � 9 9 1004 1 1 4'-431/128" 0 1 DISCOVERY/ 6'-9" 0 - - CONF. ASI00 9 1022 1 1 91 1022B 0 3.5 X3.1 BUSINESS OOFI,CE 01 MAIL 3 12 MGR1003 9M.1 1 :11, 9M.1 - 1027 9M.17 _ 9 9 � 1 03.5 CORR� 1 - 1J 1020 SALES MGR - 1023 --- --- - �I 9 3R. ADMIN --- --7 11 1/2' 1 311 RR RR , I Q m 9 1026 - m 1 1019A1' 6 3/32" L _] O91 'i 5 1 5 1 9 06 N < - 1 1 9 1'-6" I 1 1 g 5% OF LOCKERS TO 9J o - BE ACCESSIBLE- s_ _ 1 9 SALES MGR o 1024 O EMPLOYEE o 61 IDF AS1001 EXEC DIR. 1025 2A 5.2 1 6 LOUNGE 1019 MH BUS ELEV - 1 ELEV - 2 ALIGN 1 6 I RECEIVING 1017 I � Q I � 1017C 1017A 5.2 1 6 24' - 8 7/8" I I 1 9M.1 07 3.5 ET I I LOADING 1 I I I � I 1011 0 0 CORRIDOR 1016 1015 G 1O STRUCTURAL COLUMN TO RECEIVE CHAMPFER EDGE TREATMENT, SEE DETAIL 12 / A0.41 2O STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 2A STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING AND (1) LAYER OF 5/8" TYPE X GYPSUM ON ALL SIDES OSTORAGE LEVER TO BE BETWEEN 15"- 48" A.F.F., TYP. 9281 It OF VA 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. Q0 CD 00 M () O 0 (� Z z O v) G � 0 � L U 0 l� z z LL O O 0 � O � � z O ; �00 O O N 0 J o CD O Z N z a REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENLARGED AREA PLANS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 11 GENERAL NOTES - ENLARGED PLANS V h V 1. REFER TO SHEET A0.01 FOR 'PRO ECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. V 4 5 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 8 9 10 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 13' 0" 13' 91/2" 27'-31/2" 13'-83/4" 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 7'-0" 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 8'-11" 5'-8" 3/4" 9. FOR DOOR SCHEDULE SEEA12 SERIES LL 6B'1 O 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 1 6 6B.1 �o 0 6M HAND RAIL 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF o �' STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. O ) I I I I - -- - - O 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 1 , F__ -1r � � 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O CD N 0 1 NW CORNER/STORAGE 0 N 7 ELEVATOR WAITING ' 1 /4" = 1'-0" Z. 1 /4" = 1'-0" 41T3'-0" 5 3 SALON 1 /4" = 1'-0" O C LL 0 LL O O7 8 9 I I I I A ENLARGED LAUNDRY & BOH 1 /4" = 1'-0" 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 ; J } e O oN J o O co CD = ZCD N z QLL]N Q o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ENLARGED AREA PLANS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 11 n GENERAL NOTES — ENLARGED PLANS V 1. REFER TO SHEET A0.01 FOR 'PRO ECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 4 5 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 9 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 8 9 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 13' 0" 13' 91/2" 27'-31/2" 13'-83/4" 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. F_ 7 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 7'-0" 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 8'-11" 5'-8" 3/4" 9. FOR DOOR SCHEDULE SEE Al2 SERIES 6BLL,1 O 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. Ill 6 1 6B.1 �o 0 6M 1 6 HAND RAIL 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF o STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 r -------------- 1r Jill 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O 0 1 NW CORNER/STORAGE CD N 7 ELEVATOR WAITING ' 1 /4" = 1'-0" Z. 1 /4" = 1'-0" 41T3'-0" 5 3 SALON 1 /4" = 1'-0" 0 C LL O LL O O7 8 9 I I I I A ENLARGED LAUNDRY & BOH 1 /4" = 1'-0" 9281 It OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N C) 00 M Z to 0 0 Z z O w o 0 z z LL O O o O z O LU00 ; J } e O N oCD J o O CD = ZCD N z QLL]N Q o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENLARGED AREA PLANS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 p GENERAL NOTES - ENLARGED PLANS n 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. N 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. Y) 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. n 8 9 10 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 13' 0" 13' 91/2" 27'-31/2" 13'-83/4" 6. SEE SHEETS BEGINNING ONA5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 7'-0" 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 8'-11" 5'-8" 3/4" LL 9. FOR DOOR SCHEDULE SEE Al2 SERIES 6B,1 O 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 1 6 6B.1 LL �o � 0 6M 1 6 HAND RAIL 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF o STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 - — ------------- 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O 0 N 0 1 NW CORNER/STORAGE 0 N 7 ELEVATOR WAITING ' 1 /4" = 1'-0" Z. 1 /4" = 1'-0" 41T3'-0" 5 3 SALON 1 /4" = 1'-0" jdE 1 /4'' = _i -u- 0 C LL O LL O O7 8 9 I I I I 9281 A Ow III, Vw 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N CD 00 Cn z to 0 o Z z O w o z z LL O O o O z O Lu00 ; J o O N oCD J o Oco CD ZCD = N z Q wQ N LL REVISION DATE REASON FOR ISSUE 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 09.07.22 RFI - 125 12.12.22 RFI - 184 05.12.23 CCD 007 RTICAL HEIGHT- MAIN MDP PANEL REVISION May 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ENLARGED AREA PLANS CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 L A-1 1 /4" = 1 '-0" 5 RCP - IL A-1 1 /4" = 1 ' 0" GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.11 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al2 SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1U.N.O. SEE OVERALL PLAN L i 1_ - O LIVING / BEDROOM Front -loading washerryer/drequired in ' ,order to provide the required clearance) I(allowed to be offset up to 24" for a r front loading machine, but not for a top ading machine). ICC 1002.10, 611.2 1 '_0 1/2" 2'- 3" � 2'- 7" n . �i/// .1 ►0 2'- 9 3/8" O 2'-5" r D1 - -IITC7 v m w D1 Lr `� 6M CLOSET C m 0 4 (V 0 10- 6M 0 6 V-5� M LL Lu BATHROOM C1 6 .1 4 0 4 4 KITCHEN N 1 ----0---- O CV = u, L - 2 + iJ 3 w. O 6M D u �� ° F2 m u 2' �, M LU M LU 0" ALIGNI J _ CLR A 62" CLR 0 6M � 2'- 3" / VERIFY SIM 12 11.01 7 ILA-1 (TYPE A) L 1 /4" = 1'-0" 6 RCP - IL A-1 (TYPE A) 1 /4" = 1' 0" z g o w o 41. m 'o a LL LL, LU u c N KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. 2O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. 4O 60" TURNING RADIUS CLEAR FLOOR SPACE OVTAC UNIT OVTAC ACCESS PANEL PER MFR OWASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK SEE OVERALL PLAN / 7" 3 L A-2 1 /4" = 1 '-0" 7 RCP - IL A-2 1 /4" = 1 ' 0" GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEETA11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. e SEE OVERALL PLAN 0 ALIGN FOF 2' - 6" LVT-51 U C-51 U-, � KITCHEN 2 B -- O D2 QD i I i N 00- - - - 6.1 6.1 O O K-3 0 6 6 .1 L 4 0 REF. / 5 LJ ' ALIGN ALIGN 36" CLR L - VERIFY 5'- 9 5/8" RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 cn ECT N BEDROOM .1 4 6 .1 Frr � 4 3" D 61 /2"� JF7U u C1 Ln 5 _ v U 3 � o .1 2 3/4" O E BATHROOM N > I � ,1 L B-1 4 1 /4" = 1'-0" RCP - IL B-1 1 /4" = 1' 0" VL-2 7 MI e z LU J 0 Ln 0 0 �i 81 let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC CD 00 V) 0 0 (� Z z O Un o L/ w o 0 z z LL 0 O o 0 z O LU00 > J 8 N O oCD J o OCn CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS, RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 i n V N h V V SEE OVERALL PLAN I$1 i (D I O I r I 5 I T LIVIING N n .0 I r'� V BEDROOM LIEV 6 1. 2' - 41 /8" L. 6' - 0 5/8" 2' - 51 /4" ' LVT-51 U C-51 U 0 4 � Ece � I n u 61.1 O 5 I 0 6 7 w F J I N J) I 11 6.1 D3 0 - 0 = ALIGN � I- I - - - _ LL =`"6 L-5 _ InDW in o0 I 6M - 0 4 � n a KITCHEN � I2'-21/4" 3 A .1 �_ Mo � 6 661 BATHROOM 2 ` K-2- 0 4 , � J i 2"MIN rn �n N 0 0 0 0 76J I' C�nO REF. � O J C( O -O O j� � 1 HANDRAIL ALIGN ALIGN SIM 12 -1- 11.01 6-0 3/8" 9'-6 3/8" IL B-2 1 /4" = 1 '-0" [� RCP - IL B-2 J1 /4" = 1'-01, G 0 a J J 0 0o w �n zt 00 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.1 1 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. `111111i 7 IL B-2 +DEN L1 /41' = 1'-01, - - - - h- - - - ,,: - - _- - - - - •a _ --�-,- - _ __ - - - - - v' - - - - - - - - - - - - - - - _ _ _ ,f - - _ - _ - _ _ _ _ _ _ d O 0 ,d-0y�_ _ - - - - - - - - -"t- - J_ J-'- - - - - - - _ _ _ - __ - _ _ _ _ _ j _' - a, "- - - - - - - - - r; - - - - - - - _ _ _ _ _ _ _ _ _ _ _ "; - - 11 s 11 Y,_ i h 41. 2" " C --- - _.: pl On ," -c , r �... :.. ... ..- ... L- - - - _ ". ,, "�" .. - 9 0 ... g p - - - - - >'. �:`_ _ __ :. . .: _. I j ; : I . I �.. . . . � �- � :� , � :': � � � � I � , � "'_ � :: . '_ � ��.-. , � . , .: � � � _:_'_ - '- - , , �'._. - .-., .-. '. '.t" .- , ..1 11 8 - 0 :,_ h - _,4Y _ _ -ta- _ _ _ _ __ - - _ _ _ _�r_'- - _ _ __ _ _ _ _ _ _ __-_ _ ,IS _ _ _ _- _ _ _ _ _%_ _ _ n~} _- i - __ --_ -_ - .L I I _:....�. .. - .. . ,-% - j.e_- __ - _ __ __ j. - _ - _ ,_t __ - - - _ _ __ - - - - - - I - _- - _i - _ - .i_-_ - _ y t-. _-_ - •_r -- - _ - - -,--,,- - -{t,' - - - - I]] _ --% - � _- - - -- m - - - -_- jJ` _ .� �r _ _' _ _' _ " -_ - 8-0 _ _ _ - _ _ _ _ !�' „ ,. a "y, , - - q , t,- _ - -- - _ _- - f r - - -',_- _- -- _ - - _ _ _ �_r _ _ __ _ '�_ _ - _- _ a. - -_ - -,<. - % - - - -- - -' (_ - a ` - - "' - - - _ _- - - _ _ -_ - _ . r_- - � t` - '-� ; -- - - - - - - _-__ �:-_ _-__ 111, - - _ _-_ F _ _- _ _ - - a RCP - IL B-2 +DEN v1 /41' = 1'-01, En 00 KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. O2 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE OVTAC UNIT OVTAC ACCESS PANEL PER MFR OWASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK IL B-3 3 1 /4" = 1'-01, -7 RCP - IL B-3 1 /41' = 1'-01, CCC (1\/CDAI I DI All GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUTAND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. BEDROOM 2'-0 3' 9" 5' - 9" o. L�; -It U 1 10 � V-4 � 1- I 4 ill () O BATHROOM SIM �" � \ -7- . 7 z i 12 1 O = 3 11.01 `' 7� 6 .1 _ 0 4 M > III _6M RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 SEE OVERALL PLAN 2'- 1 0" O 0 1 C-51 U LVT-51 U B LIVING Front- loading washer/dryer required in' L. v ,order to provide the required clearance y(allowed to be offset up to 24" for a , Ifront loading machine, but not for a top I 6 .1 / 'lading machine). ICC 1002.10, 611.2 g - - - - w 0 4 * T a D1 (A J o 2 4 .4 * 0 0 / 6.-- U) 0 4 O 7 �� I IT - 6 M KITCHEN o 0 ;( 0 4 m I .00 0 6.6 OO L - 1 � f 6B.1 K-6 in - � H D U?- I h 5 EF. 11- .r- IN - 62" CLR ALIGN � ALIGN HANDRAIL VERIFY 1'- 8" 5' - 7 7/8" 2'- 2 7/8" 6' -1 1 /2" A IL B-3 (TYPE A) 1 /41' = 1'-01, - - _'_"'_' � " _ _ idI _� _- - -"' � -,,-,- -,, _,;, _� , ''-" --,,,-,,-,, ", _" � -, " '' � , "I i e _ _ «_ _ _"_'� _ 11 _ _ "i < _�: _ _ _ - _'� t_ - - _- - _ _ �__ � . %' - �'_. I r - - - - -- _ -_ -- - _ - - ,a-T - <'' - - .'t_ 4 - - - - � - - - _�' °: __ =: ",1. i a , - _ : >% 8' - 011 -11 i_ .", y - • 1 11 - 0 _ _ -„ ` =' "- 9' 0 i ,r ; {_' _ : 9 -0 ;;' 3' ;_ - - -'' - -- - - _ - - -� - - _ -_ - _' _ -- - -- _ l _- - - _ --t - _ - - - _- 7. - >, - ,4J - - _ i; 8' OII - Y4' - - _ _ _ _ _ _ �i„f _ _ _ - "t "--r - - - - _ _ _ 8 -0 v�i` _ - - _ __ _ - -- - --_ _ - _ _ _-'.'-ar _ - - - y: 1, - __ __ . {~', - _ , - , , �. , - - " �_�'�:' - - I � I i . � , - � � �' Q RCP - IL B-3 (TYPE A) V1 /41' = 1'-01, 6 18 A!a` F /i 41- let�� OF -- �i I � 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC C) 00 M z to 0 0 0 Z z O Un 0 L/ W 0 0 z z LL O > O � 0 Ill O 0 3: z O > �00 J M >_ 8 N O C oCD I N J o OD] = CD I- Z N z NN_ Q 0- Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 All Review #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 21 184470 Wj A VI VI V SEE OVERALL PLAN *)'_71/')" GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.1 1 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. N z g a J J W 0 W W N Lid!Fi111dPill a■0IA\I KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. O2 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE OVTAC UNIT OVTAC ACCESS PANEL PER MFR (D WASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK GENERAL NOTES - RCP A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. K. REFER TO SHEET Al1.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. z g a J J 0 W W In IL B-5 IL B-6 IL B-7 1 /4" = 1'-0" 2 1 /4" = 1'-01, 3 1 /41' = 1'-0" 8' _ 0" 4 RCP - IL B-5 RCP - IL B-6 RCP - IL B-7 1 /41' = 1'-01, 5 1 /4" = 1'-01, 6 1 /41' = 1'-0" 7'-71/1u I.LK SEE OVERALL PLAN RCP LEGEND LIGHTING RECESSED CAN DOWNLIGHT CIRCULAR FLUSH MOUNT VANITY FIXTURE CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 1 8'-0" 1 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC MEM O 00 M z to 0 o Z z O U) W 0 0 z z LL O O o O z LU00 O > J 8 N O oCD J o Oco CD = Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS, RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 GENERAL NOTES - ENLARGED PLANS KEY NOTES - UNIT PLANS GENERAL NOTES - RCP RCP LEGEND 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. LIGHTING 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. O 24" TOWEL BARS TO BE PLACED 48" AFF MAX. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY 3. SEE SHEETS A0.1 1 AND A0.21 FOR WALL ASSEMBLIES. C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. RECESSED CAN DOWNLIGHT ❑� 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. AND EXITING INFORMATION. O ROBE HOOK TO BE PLACES 48" AFF MAX. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. O 60" TURNING RADIUS CLEAR FLOOR SPACE G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. CIRCULAR FLUSH MOUNT 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL DESIGN. CONDITIONS. O VTAC UNIT I. CENTER CAN LIGHTING OVER SHOWER, TYP. 9. FOR DOOR SCHEDULE SEE Al SERIES J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. VANITY FIXTURE 10. FOR CASEWORK ELEVATIONS SEE A10 SERIES. O VTAC ACCESS PANEL PER MFR K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. O WASHER/DRYER LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O VTAC CLOSET LOUVER, LOCATE & SIZE PER MFR CEILINGS RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK CFF nx/FPAI I PI ANI CCC ()\/CDAI I DI ANI T 7 1 /')" -51 U i LVT-51 U 1 /4" = 1 '-0" 2 IL C-2 1 /4" = 1'-0" ENTRY SHELF 3 IL C-3 1 /4" = 1 '-0" 4 RCP - IL C-1 RCP - IL C-2 RCP - IL C-3 1 /4" = 1'-01, 5 1 /41' = 1'-01, 6 1 /4" = 1'-0" GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING KITCHEN ---�—� -----�-� 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) w o 0 z z L.L O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS, RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SEE OVERALL PLAN -)1 - R11 GENERAL NOTES - ENLARGED PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS 3. SEE SHEETS A0.1 1 AND A0.21 FOR WALL ASSEMBLIES. 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION AND EXITING INFORMATION. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL CONDITIONS. 9. FOR DOOR SCHEDULE SEE Al SERIES 10. FOR CASEWORK ELEVATIONS SEE Al SERIES. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. '?l - R11 KEY NOTES - UNIT PLANS O24" TOWEL BARS TO BE PLACED 48" AFF MAX. O2 18" TOWEL BARS TO BE PLACED 48" AFF MAX. OROBE HOOK TO BE PLACES 48" AFF MAX. O4 60" TURNING RADIUS CLEAR FLOOR SPACE OVTAC UNIT OVTAC ACCESS PANEL PER MFR OWASHER/DRYER OVTAC CLOSET LOUVER, LOCATE & SIZE PER MFR RECOMMENDATIONS STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK GENERAL NOTES - RCP RCP LEGEND A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. LIGHTING B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. RECESSED CAN DOWNLIGHT ❑� D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUTAND SPECIFICATIONS. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. CIRCULAR FLUSH MOUNT O H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR DESIGN. I. CENTER CAN LIGHTING OVER SHOWER, TYP. J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. VANITY FIXTURE K. REFER TO SHEETA11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. CEILINGS GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 ,1 - R 11 1-11 ✓vasher/dryer required in I Ile the required clearance offset up to 24" for a front ne, but not for a top ne). ICC 1002.10, 611.2 _ I SIM L - 12 11.01 IL C-4 1 /41' = 1'-01, ►e SIM � - 12 11.01 L C-5 ' I L C-5 (TYPE A) 2 1 /4" = 1'-01, 3 1 /41' = 1'-0" J<, } 8, - 0„ 717 8'-Oil 81)011. a 8'-0" ;)u 81- oil 4: =` 81.-`011` 4 RCP- ILC-4 RCP- ILC-5 RCP- ILC-5(TYPE A) 1 /41' = 1'-01, 5 1 /41' = 1'-01, 6 1 /41' = 1'-01, 9281 OF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O DD z V) 0 0 (� Z z O U) 0 l!1 W 0 0 z z LL O O o O z O LU00 > J 8 N O oCD J o O I""— CD = ZCD N z QD_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS, RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 7' 7 1 /711 IL C-1 (TYPE A) 1 /4" = 1'-0" *) RCP- ILC-1 (TYPE A) 1 /41' = 1'-01, JLL VVLRf1LL FLf114 GENERAL NOTES - ENLARGED PLANS KEY NOTES - UNIT PLANS GENERAL NOTES - RCP RCP LEGEND 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. A. LIGHTING DIMENSION FROM FACE OF FINISH TO CENTERLINE OF FIXTURE, U.N.O. LIGHTING 2. SEE SLAB PLANS FOR CONCRETE WALL LOCATIONS, UNO. COORDINATE WITH STRUCTURAL DRAWINGS. O 24" TOWEL BARS TO BE PLACED 48" AFF MAX. B. MAINTAIN 1-HOUR FLOOR/CEILING ASSEMBLY, SEE SHEETA2.00b FOR FLOOR/CEILING ASSEMBLY 3. SEE SHEETS A0.1 1 AND A0.21 FOR WALL ASSEMBLIES. C. COORDINATE LOCATIONS FOR DIFFUSER AND FIRE SPRINKLER HEAD LOCATIONS. RECESSED CAN DOWNLIGHT ❑� 4. SEE ENLARGED ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL EXTERIOR DETAILS. O 18" TOWEL BARS TO BE PLACED 48" AFF MAX. D. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED LIGHTING. 5. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON SHEET G2.01 FOR LOCATIONS OF RATED CONSTRUCTION E. LIGHTING SHOWN FOR REFERENCE; REFER TO ELECTRICAL PLANS FOR LAYOUT AND SPECIFICATIONS. AND EXITING INFORMATION. O ROBE HOOK TO BE PLACES 48" AFF MAX. F. NEW CEILING GRIDS WITHIN A ROOM ARE TO BE CENTERED WITHIN THAT ROOM, U.O.N. 6. SEE SHEETS BEGINNING ON A5.01 FOR TYPICAL ACCESSIBILITY CLEARANCES. O 60" TURNING RADIUS CLEAR FLOOR SPACE G. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHTING. CIRCULAR FLUSH MOUNT 7. ALL HINGE -SIDE OF OPENINGS @ 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. H. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURE TYPES, TYPES LISTED HERE ARE BASIS FOR 8. ENLARGED PLAN AND RCP ARE TYPICAL. SEE A2 AND A8 SERIES SHEETS FOR VARYING PERIMETER WALL DESIGN. CONDITIONS. O VTAC UNIT I. CENTER CAN LIGHTING OVER SHOWER, TYP. 9. FOR DOOR SCHEDULE SEE Al SERIES J. CENTER VANITY LIGHTING OVER COUNTER TOP, TYP. VANITY FIXTURE 10. FOR CASEWORK ELEVATIONS SEE A10 SERIES. O VTAC ACCESS PANEL PER MFR K. REFER TO SHEET A11.09 FOR TYPICAL SUSPENDED CEILING DETAILS. 11. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF L. FINISH SURFACE IN AREAS WHERE THE PUBLIC AND RESIDENTS CAN ACCESS TO BE EQUIVALENT TO A STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. O WASHER/DRYER LEVEL 4 FINISH; FINISH SURFACE IN UTILITY AREAS TO BE EQUIVALENT TO A LEVEL 4 FINISH. 12. FOR HANDRAIL DETAIL - SEE SHEET 16/A11.02 M. REFER TO UNIT PLAN ENLARGEMENT SHEETS FOR UNIT RCPs. 13. ALL INTERIOR UNIT WALLS IN UNITS TO BE 2X4 INTERIOR ASSEMBLY'6J.1' U.N.O. O VTAC CLOSET LOUVER, LOCATE & SIZE PER MFR CEILINGS RECOMMENDATIONS Frloading washdrye er/r required in ,order to provide the required clearance) (allowed to be offset up to 24" for a front loading machine, but not for a top 11 ading machine). ICC 1002.10, 611.2 STRUCTURAL COLUMN TO RECEIVE 1/2" FURRING OAND (1) LAYER OF 5/8" TYPE X GYPSUM ON TAGGED SIDES 10 MEDECINE CABINET 11 GYPSUM SOFFITS OVER CASEWORK GYPSUM SOFFIT & DROP CEILING UNDERSIDE OF RATED CEILING FIBER CEMENT PANEL 3 9281 let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O Un V1 W 0 0 z z LL O O 0 0� 0 z O LU00 > J 8 N O oCD J o OCO CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT PLANS, RCPS & ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 METAL DECKING @ CANOPY SHEET METAL FLASHING SIMILAR a HSS CANOPY SUPPORT STRUCTURE - SEE STRUCTURAL 7n'-Zn N N IL ENTRY CANOPY PLAN 1 /4" = 1'-0" 3 SHEET METAL FLASHING METAL DECKING @ CANOPY 51M. EAMM 0 STAIR 1 ENTRY CANOPY PLAN 1 /4" = 1'-0" L---------------------------- J 16 STAI R E NTRY CAN O PY TO EXTE RI O R WALL 3" = 1'-0" SHEET METAL FLASHING METAL DECKING @ CANOPY STAIR 2 ENTRY CANOPY PLAN 1 /4" = 1'-0" C'I IrrT hArTAI rl AC - I IIKI!- Tfl E AL 0 I I I I I L._ 10 IL ENTRY CANOPY SECTION 1 1 /2" = 1'-0" A.3 SEE A0.11 FOR EXTERIOR ASSEMBLIES QPP A!1 19 SUSPENDED HSS MEMBER T( SUPPORT CANOPY BELOW SEE STRUCTURAL FOR SIZ AND ATTACHMENT BUILDING WRAP WEATHEI BARRIEI BUILDING WRAP TAP HT-SAM FLASHIN( VERTICAL Z FURRIN( INSECT BAFFL FIBER CEMENT TRIM MOLDINI CUT TO FIT AND ADD META STUD BLOCKING - INSER BETWEEN VERTICAL STUDS A CANOPY SUPPOR STRUCTURE -AS NEEDEI qL BACKER ROD AND SEALAN AROUND ENTIR PENETRATION AT CANOP SUPPORT MEMBE HT-SAM FLASHIN( SHEET METAL FLASHING T( METAL DECKING COVER OPENING BETWEEI WALLAND CANOPY HSS CANOPY STRUCTURE - PROVIDE A BEND, AS SHOWN SEE STRUCTURAL FOR SIZE TO ACCOMODAT AC MENT 4 MOVEMEN =DRIPEDGE FLASHING SHEET METAL FLASHIN( MEO E CONTINUOUS CLEA C-CHANNEL FASCIA, AL AROUND - SEE STRUCTURA (NOT SHOWN) TOP HUNG HANGER WELDED TO C- CHANNEL FASCIA AND SUPPORTING 5" C-STUDS METAL TRIM TO HIDE T&G 1x6 WOOD SOFFIT EDGE 1x6 T&G WOOD SOFFIT 19 METAL DECKINI NYLON SHIM CUT TO CREAT 1/4" PER FOOT SLOP I , 1 3/4" CLOSURE AT METAL DECKIN( 1 (NOT SHOWN) TOP HUN( HANGER WELDED TO ( CHANNEL, SUPPORTING 5" ( STUD JOIST L ENTRY CANOPY FASCIA 3" = 1'-0" I 1 X6 T&G PLANKS AT SOFFI METAL TRIM TO HIDE SOFFI PLANK EDG C-CHANNEL FASCIA - SE STRUCTURA HSS CANOPY STRUCTURE SEE STRUCTURAL FOI ATTACH EM ENT AND SIZ SEALAROUND ENTIR PENETRATIOf STRUCTURAL ANGLE KICKER SEE STRUCTURAL FOR ATTACHEMENT 2 1 L E NTRY CAN O PY TO EXTE RI O R WALL 0 3" = 1'-0" — N w J D] w U) V) Q J Q z O N Of O O LL m 0 Q w w \TION (R30) ICKER - SEE 9281 ;'rOn ►�da111 OF YA .. - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 N O 00 M z V) O Z z O cn >Q Vl W 0 (� z z L.L O OJ 0 cl:� 0 z O � ; 00 J 0 0 O oN 0 o � O Co CD = Z N z Q� N Q "' o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Dec 28 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENTRY CANOPY PLANS & DETAILS PERM IT/GM P SET DATE PROJECT NUMBER 05/21 /2021 184470 13 JE /4" 2" h - 2 /4" /2" /4" L2 h 9� L1 h � EAST STAIR SECTION I 1/4" = 1'-0" FAI O TOP OF PLATE 166' - 1 3/4" LEVEL 6 h 157' 2� LEVEL 147' - 0 3/4" LEVEL 136' - 11 1 LEVEL 126' - 10 1 LEVEL 116'-9" LEVEL 1 h 102'-9� VE GRADE (IBC) 2ADE99' J4 3/4" 98' - 9" 7 STAIR -EAST SECTION 2 L 1/4" = 1'-0" HANDRAIL EXTENSIONS, TYP STAIR IDENTIFICATION SIGN, TYP / 1 \ EXTENSI STAIR IDENTI 10'- 4 3/4" 2 A6.01 23' - 7" 1' 0" 9' - 2" oe 10 TREADS @ 11 " / 11 RISERS UP N o I I I I o I m 00 LL Ln o DINI I I I I I I `;' o 1'- � EAST STAIR @LEVEL 3 6'-5" 5'-07/8" 7 TREADS @ 11 " / 8 RISERS 12 13 I V6.O EAST STALEVEL 2 J 1/4" = 1'-0" 4'-8" 22' -1 1/4" 12'-11" STAIR I 0 GENERAL NOTES -STAIR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS ATTOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF SPHERE 4 3/8" IN DIAMETER. EAST STAIR @ LEVEL 6 1 /4" = 1 '-0" 13 812 r11-01, 23' - 7" 0 Ilk _ II • 12 TREADS @ 11 " / 13 RISERS 2 A6.01 4 EAST STAIR @ LEVEL 1 1/4" = 1'-0" 77' _ 1 1 /A" 3 EAST STAIR @ EXTERIOR EXIT 1/4" = 1'-0" 0 ■ CATION STAIR IE STAI R EAST STAIR @ LEVEL 5 1 /4" = 1 '-0" 7 EAST STAIR @ LEVEL 4 1 /4" = 1 '-0" D H 101 0 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 z to 0 0 o Z z O� >a 0 � w 0 z z L.L O OJ o O � � z 0 > v00 J CD o O� O CD J o O = O Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STAIR PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 '.1 1ml: GENERAL NOTES -STAIR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS AT TOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. 1 2 2 1 12'-55/8" 9'-03/4" T-4" H 8 TREADS @ 11 " / 9 RISERS 2 6G 18 A6.11 IN 1 WEST STAIR SECTION I 1 /4" = 1 '-0" 00 16 A5.41 0 . _ .- - I - ._ a - - -°I - 3A.1 0 4 7 STAIR -WEST SECTION 2 L 1 /4" = 1'-0" 1 A6.02 TYP 2 WEST STAIR - 3 A6.02 v 1 /4" = 1 '-0" L.♦ VVt> I > I HIK - L J 1 /4" = 1 '-0" 1 O 20' - 4 5/8" X3.1 1' - 0" 8' - 3" 3 12 HANDRAIL 9 TREADS @ 11 " / 10 RISERS EXTENSIONS, TYP �7 STAIR GATE, SEE 4/A6.11 STAIR IDENTIFICATION 1 SIGN I DN I A6.02 K3.1 3 12 O I I I I I UPI I I I I I I I I TYP � 17 A6.11 3 12 T -10" �61-6" 1' - 0" 7 TREADS @ 11 " / 8 RISERS 4 WEST STAIR - 1 1 /4" = 1 '-0" VVCJ I J I/-%IR - r l 1 /4" = 1'-0" 2 Ito o 5'- 0 5/8" 2 .02 10 cn FIFICATION OH IENTIFICATION D QWEST -) I nI rx - J 1 /4" = 1'-0" Q WE51 51AIK - 5 V 1 /4" = 1'-0" 1 A6.02 WESTSIAIK-4 1 /4" = 1'-0" 12'-55/8" 9'-037 IDENTIFICATION n TYP RAI L SIGNS, TYP ICATION SIGN O FIFICATION —s 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 z V) 0 o 0 Z z O� >a 0 � W 0 z z LL O OJ p z LU O> CD � o O� O N CD J o O CD = CD Z N z N Q "' D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STAIR PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHED NUMULK h A69022 0 � STAIR -LOADING ' 1/4" = 1 '-0" HANDRAIL GUARDRAI GUARDRAIL 0 w u Q cl- V) J Q a 0 Q w \ N m 1 = a o 0 0 wLU � z H A STAIR -GROUND PARK lNNT 1/4" = 1 '-0" NG O Q RAMP @ELEVATOR WAITING -PLAN V 1/4" = 1 '-0" X G rn 00 m M v 3 1/4" .i 11 3/8 MAX z fV v STEEL METAL STAIR TREAD METAL RAILING, BEYOND METAL RAILING _ 4" MAX OPENING LEVEL 102 9 AVE GRADE (IBC) AVE GRADE99' -)4 3/4" 98' - 9" STAIR SECTION -LOADING L 1/4" = 1'-0" NOTE: STAIR RAIL TO EXTEND A MINIMUM OF 1 TREAD DEPTH PASTTHE BOTTOM RISER Fi HANDRAIL METAL RAILING 4„ 4" MAX MAX itiiI I I I I III _Ili_ MINIM MINIM MINIM 1 - - o m co METAL STAIR LANDING r,, m METAL STAIR TREAD HANDRAIL EXTENSION *TREAD DEPTH *TREAD DEPTH TREAD 5 STAIR SECTION - GROUND PARKING 1/4" = 1'-0" ELEV. WAITING 2000 6'- 10 7/8" T -11/8" 5' - 6" 1' 0" 3, 5„ 31/4". 1' 01 . MAX. 8. WOOD RAILING A N 0 0 N m LEVEL 11 102'-9 � RAILING SECTION J 1/4" = 1'-0" METAL GUARD RAIL w/ HAND RAIL, 42" MIN HEIGHT AFF HANDRAIL 7 �.03 rn HANDRAIL EXTENSION MATCH TREAD DEPTH 7' 4" 1' 0' 11" MIN TREAD DEPTH; 8 TREADS EQUALL K3.2 5.2 D 3 8 1 6 G, STAIR -PARKING EXIT v 1/4" = 1'-0" LEVEL 2 h 1166' - 9" (� RAMP @ELEVATOR WAITING - ELEV A J 1/4" = 1'-0" OMITTED O 5'-6" 13 II 1 F LEVEL " 116' 9" RAMP ELEVATORWAITING - ELEV B ' v 1/4" = 1 '-0" GENERAL NOTES - STAIR PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS AT TOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. NOTE: STAIR RP EXTEND A MINIMUM TREAD DEPTH PAS BOTTOM M-ETA HANE PARKI GARAI *TREAD DEPTH % STAIR - PARKING EXIT - SECTION 1/4" = 1 '-0" 13 LEVEL 116' 9" WALL BEYOND LEVEL 102' 9" AVE GRADE (IBC) GRADEgg -)4 3/4" 98' - 9" METAL STAIR LANDING LEVEL P1 h 91'-0" 9281 � ►'Ifs - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 Cn z V� OO Z z O G 0 V W 0 l7 z z L.L O OJ o O 0 z O LU00 ; J ro CD O O� O N 0 � O o = O Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STAIR PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 n O9 p GENERAL NOTES - STAIR PLANS � STAIR -LOADING ' 1 /4" = 1 '-0" �i GUARDRAIL LU U o J a w HANDRAIL �, Q rn 4'-7112" N = w o 0 o � GUARDRAIL _ z H STAIR -GROUND PARK 1 /4" = 1 '-0" 8 I vG O Q RAMP @ELEVATOR WAITING -PLAN V 1 /4" = 1 '-0" ME 22100 1 x G Q m 00 m METAL RAILING, BEYOND 31 /4" 4 3/8" MAX METAL RAILING z F" 4" MAX OPENING LEVEL 1 102' - 9" STEEL AVE GRADE (IBC) AVE GRADE99' 4 3/4" 98' - 9" METAL STAIR TREAD STAIR SECTION -LOADING L 1 /4" = 1 '-0" OHANDRAIL 4" 4„ MAXI MAX NOTE: STAIR RAIL TO EXTEND A MINIMUM OF 1 TREAD DEPTH PAST THE BOTTOM RISER METAL RAILING v LEVEL 1 _ oo METAL STAIR LANDING o cn m M METAL STAIR TREAD HANDRAIL EXTENSION *TREAD DEPTH *TREAD DEPTH TREAD 5 STAIR SECTION - GROUND PARKING 1 /4" = 1 '-0" 1 1 RAMP @COURTYARD ENTRANCE -PLAN ' I 1 /4" = 1 '-0" CCD 003 0 ELEV. WAITING 0 m 6' 11 " V - 0" T - 5" 31 /4". WOOD RAILING A CV 0 0 N m LEVEL 102' - 9" � RAILING SECTION J 1 /4" = 1'-0" METAL GUARD RAIL w/ HAND RAIL, 42" MIN HEIGHT AFF HANDRAIL — 3)1 HANDRAIL EXTENSION I MATCH TREAD DEPTH 7' - 4" 1' 0" K3.2 5.2 11" MIN TREAD DEPTH; 8 TREADS EQUALL SPA ED io,3 8 1 6 STAIR -PARKING EXIT v 1 /4" = 1 '-0" LEVEL 2 h 1166'-9"" Q RAMP @ELEVATOR WAITING - ELEV A J 1 /4" = 1'-0" 0 M LEVEL 116'-9" RAMP @COURTYARD ENTRANCE - ELEV A I L 1 /4" = 1'-0" 0 5'-6" 0 m 13 10 RAMP @ E LE 1 /4" = 1 '-0" II 1 LEVEL 116'-9" VATOR WAITING - ELEV B � TYP / 16 A6.11 LEVEL 2 b.: 116'-9' 13 RAMP @ COURYARD ENTRANCE - ELEV B 1 /4" = 1 '-0" 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. FIELD VERIFY ALL DIMENSIONS INSIDE STAIR SHAFTS PRIOR TO FABRICATION. 3. MAXIMUM RISER DIMENSION IS 7 INCHES. 4. MINIMUM TREAD DIMENSION IS 11 INCHES. 5. HANDRAIL EXTENSIONS AT TOP OF RUNS SHALL BE 12 INCHES MINIMUM. 6. HANDRAIL EXTENSIONS AT BOTTOM OF RUNS TO CONTINUE STAIR SLOPE FOR DEPTH OF ONE TREAD. 7. HANDRAIL EXTENSIONS ARE TO BE IN THE SAME DIRECTION OF THE STAIR TRAVEL. 8. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 REQUIRED GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. 9. STAIR RAILING AND GUARDS TO COMPLY WITH IBC 2015 (WSBC) 1015.4 EXCEPTION 1: FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8" IN DIAMETER. NOTE: STAIR RA EXTEND A MINIMUM TREAD DEPTH PAS BOTTOM M— TA HANE PARKI GARA( *TREAD DEPTH % STAIR - PARKING EXIT - SECTION 1 /4" = 1 '-0" H 13 LEVEL 116'-9" WALL BEYOND LEVEL 1 �, 102'-9" AVE GRADE (IBC) GRADE99 _)4 3/4" 98' - 9" METAL STAIR LANDING LEVEL P1 h 91'-0" fEL 1/4" >IM DEL 2 h -9 COURTYARD EXIT - SECTION1 ' J 1 /4" = 1 '-0" n VEL 3 h 1) 1 /4" VEL F 5'-9" 1 A COURTYARD EXIT -SECTION 1 /4" = 1 '-0" 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 M z to 0 C Z z O U) 0 Ln I.0 0 z z LL O > O o O z O LU00 > J o Oc N oCD J o O CD CD = Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STAIR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 LOSE CONNECTION SPRINKLER STANDPIPE STEEL PIPE RAIL 1 INCH DIAMETER � CANE DETECTION RAILING ' 1 1 /2" = 1 '-0" SEE ASSEMBLIES L — — STAIR HANDRAIL DETAIL, TYP L1" = 1'-0" 4 WOOD HANDRAIL RETURN RAIL TO FACE OF WALL -TYPICAL TOP AND BOTTOM BACKING LINE OF STAIR NOSING LINE SEE A0.21 FOR ASSEMBLIES "ilk l� C YPSUM UNDERLAYMENT LYWOOD FLOOR SHEATHING ° N Ln 0 d, ° LL LL 'Z ° o v, GYPSUM WALLBOARD 12 RESILIENT CHANNEL WOOD FRAMING a „ d d -. d A °d ° . l� SEE A0.11 FOR ASSEMBLIES L EAST STAIR @ LEVEL 2 J 1 1 /2" = 1 '-0" = WEATHER RESISTIVE AIR BARRIER SEEA0.11 FOR ASSEMBLIES ' BASE PER SCHEDULE - : FIRE CAULK SEE WALL ASSEMBLIES VAPOR BARRIER GLULAM BEAM =, '< SEE STRUCTURAL CONCRETE FOUNDATION WALL SAM FLASHING SEALANT ° FACE MOUNT HANGER :'°d,_' ". ' SEE STRUCTURAL BACKER ROD AND SEALANT ; - EXPANSION GAP w TOP FLANGE HANGER m SEE STRUCTURAL QJ ° ; FINISH FLOOR LEVEL 2 J � P m _ FIRE RATED HANGER III N a ' °-a p PLYWOOD SHEATHING w ¢ - ye- d; ^ ° _ _ Q N - - — — — — — — — — — — — — — — — — — — — — — O Qa_ ' OF Ao BACKER ROD AND SEALANT o 2 HOUR RATED SHAFT WALL '- - FIRE CAULK w " `• ° •" - ;, `^ 1 HOUR FLOOR/CEILING ASSEMBLY ° d`, d _ 14 FLUID APPLIED WEATHER BARRIER - _ _ • '-" "d - " P a Via;;° •; GYPSUM WALLBOARD =°•' ''� INSULATION, CONTINUOUS ;, d d.. SEE ASSEMBLIES � STAIR -FIBER CEMENT 2 @CONCRETE v 1 1 /2" = 1 '-0" FINISHED FLOOR 1 " PLYWOOD 3/4" PLYWOOD GYPSUM UNDERLAYMENT SILL PLATE -SEE STRUCTURAL - NOTCH STRINGER WOOD STAIRS - STRINGER SUBFLOOR 11 STAIR UP @FLOOR -WOOD UP ACCFMRI IFC d" MAX 36" MAXIMUM ABOVE FINISH FLOOR 4 WOOD HANDRAIL RAILING BRACKET - 72" ON CENTER MAXIMUM STEEL PLATE - FASTEN WITH (2) 1/4" COUNTERSUNK BOLTS INTO STUDS, BACKING, OR CONCRETE - 3" DIAMETER 16 GA ANCHOR BACKING PLATE - SPAN BETWEEN STUDS HANDRAIL @WALL I3" = 1'-0" =7 2-HR SHAFTS @FLOOR 1 1 /2" = V-0" 12 STAIR UP @ FL E C c c 8 2-H R SH 1 1 /2" = V-0" FINISHED FLOOR GYPSUM UNDERLAYMENT WOOD BEAM 1" PLYWOOD WOOD STAIRS - STRINGER 3/4" PLYWOOD AFT @WOOD FLOOR FINISHED FLOOR 1" PLYWOOD WOOD STAIRS - STRINGER 3/4" PLYWOOD WOOD STAIRS - LANDING -SEE STRUCTURAL OOR ABOVE -WOOD STAIR UP @LANDING -WOOD L SEE ASSEMBLIES 4" MAX z F _ _ LL2-1111 O i m Z o > o h w o H r_ O —C— —, i o ) o _ +o w ul 0 3" DIAMETER STEEL PLATE -FASTEN WITH (2) 1/4" COUNTERSUNK BOLTS INTO STUDS, BACKING, OR CONCRETE RAILING BRACKET 72" ON CENTER MAXIMUM 16 GA ANCHOR BACKING PLATE - SPAN BETWEEN STUDS EDGE OF TREAD NOSING A WOOD HANDRAIL 1 =7 HANDRAIL @WALL -PLAN 1 , 3" = 1'-0" ^"c DETECTION RAIL OUTSIDE .AVEL ZONE )PIPES � Q CANE DETECTION RAILING PLAN ' V 1 1 /2" = V-0" 9 WOOD STAIR LANDING @ CONC. WALL 1 1 /2" = 1 '-0" 2 1 /2' T _V11 ('I FAR SEE ASSEMBLIES 0 NO EXIT lIx N J 0 A STAI R GATE 1" = 1'-0" SEEA0.11 FORASSEMBLIES FC LAP SIDING 1•: P d :p°v ,_ - . ; VERTICAL METAL Z FURRING RIGID INSULATION BUILDING WRAP WEATHER BARRIER FF-SAM FLASHING I a ^_ STAINLESS STEEL METAL FLASHING Q4 INSECT BAFFLE TERMINATION BAR SLAB ISOLATION JOINT FILLER CONCRETE SIDEWALK d a°d ff _ _d - -4A �f.-, EXTERIOR WOOD LAGGING BENTONITE DRAINAGE PANEL — '' "' ° BENTONITE WATERPROOFING a ` " " ` d �4 ` CONCRETE FOUNDATION WALL ° a' SPRING HINGES FINISHED WALL OR RAILING MINIMUM 3 INCH HIGH LETTERS � STRIKE PLATE W/ SILENCERS STEEL PIPE STAIR WOOD BLOCKING 1 n WEST STAIR @ EXTERIOR EXIT A WOOD STAIRS - HANDRAIL FLOORING WOOD STAIRS - LANDING SEE STRUCTURAL 1 A STAIR CROSS SECTION -WOOD OMITTED e 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M (A 0 L7 Z z O v, 0 V W 0 z z LL 0 > OJ LU z O LU00 ; J C) 8 O� 0 N O 0 � o Z CD N z aC N Q "' REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 WOOD STAIR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 4'- 6" TO CENTERLINE OF ENCLOSURE 4'- 1 " CLEAR 4" 4" 1 1/2" 1 1/2" 1 STAIR CROSS SECTION -METAL ' 1" = 1'-0" V -0" MINIMUM EVEN TREAD DEPTH IN A STAIR RUN z � z n .d .. A. a 4. Q Q z z Ln X L w 1" NOSING w = _ of w U) w Ln of Of w w > > LU n a d W OPTION 1 2 STAIR NOSING DETAIL -METAL 3" = 1'-0" \Vlr- -- OPTION 2 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O OD m z V� 0 Z z O Ln 0 V w o z z LL O OJ o O 0 z O ; �00 J C) 8 O� O N O � Oo I— O = � Z N Qz of � N aws REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 METAL STAIR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHOWMEIER h A6. 12 GENERAL NOTES - ELEVATOR PLANS 1. REFER TO SHEETA0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. VERIFY ELEVATOR SHAFT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 3. VERIFY ELEVATOR OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 4. COORDINATE SIZE AND LOCATION OF HOIST BEAM WITH ELEVATOR MANUFACTURER 9 A6 21 5. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF NOTE: ALIGN INSIDE FACE OF GYPSUM 9 STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. WITH INSIDE FACE OF CONC. WALL 6. HOISTWAYS WILL BE PRESSURIZED. F BELOW @ ALL INTERIOR SHAFT SIDES. 2'-6 3/4" 11 '-5 1/4" 5-4 1 /2" 6 7/8" 8 A6.51 -IT_�' ABOVE, GRADE PLANE � SIM 10� CALLS - TOP OFF PLATE 166' M 00 1 ELEVATOR SECTION - A ' 1/4" = 1'-01, LEVEL 157' - 2" EIGHT 75' ABOVE GRADE PLANE h 173'-99"" ROOF CALCS - TOP OF PLATE OIL 166' - 1 3/44" LEVEL 157' - 2" LEVEL 5 ot 111A1 1 1 4---147'- LEVEL 5 147'- 0 3/4" LEVEL1 1 /2" I — 1 — 136 -LEVEL 4 136' - 111 1/2" _ LEVEL 3 — _ _LEVEL 3 126' - 10 1�4126 10 1/4" — LEVEL 116'-9" LEVE� 102' - 9" AVE GRADE (IBC) AVE G ADEgg, 34 3/4" 98'-9"' — LEVEL P1 � 91'-0" 7 ELEVATOR SECTION - B L1/4" = 1'-01, _LEVEL 2 h 116'-9" _LEVEL 1 h 102'-99"" AVE GRADE (IBC) AVE GRAD Egg !4 3/4" 98' - 9" BENTONITE WATERPROOFING LEVEL P1 91'-oil 6 E L EVATO 1/4" = 1'-011 AT EACH FLOOR R PLAN @LEVEL 3 5 E L EVATO 1/4" = 1'-01, 4 E L EVATO 1/4" = 1'-01, JLI /�I \!ll VI\ UL/�I VI AT EACH FLOOR R PLAN @ LEVEL 2 JLI !ll \!ll VI\ ✓LlIIVI AT EACH FLOOR R PLAN @LEVEL 1 -0 SIT LADDER 3 ELEVATOR PLAN @ PARKING LEVEL 1/4" = 1'-01, 9 E L EVATO 1/4" = 1'-011 8 E L EVATO 1/4" = V-0 I 7 E L EVATO 1/4" = 1'-011 AT EACH FLOOR R PLAN @ LEVEL 6 JLI !lI I VI\ -1- AT EACH FLOOR R PLAN @LEVEL 5 JLI !ll I VI\ ULll1V1 AT EACH FLOOR R PLAN @LEVEL 4 9281 1. ti Wit 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 z V� 00 Z z O 0 V w o z z LL 0 OJ LU 0 z O ; �00 J 00 o O� O N O � Oo I— = O � Z N z a� of N aw REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ELEVATOR PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOWMBER 9 F I 8 A6.51 GRADE PLANE ot 173173' - 9" 10CALLS - TOP OF PLATE 166' M 00 00 W LEVEL 157' - 2" _ LEVEL 147' _ LEVEL 4 ot 136' - 11 1 /2" _ LEVEL 126' LEVEL OL 116'-9" LEVEL1 ot 102' - 9" AVE GRADE (IBC) OL 99' - 4' - 4 3/4" AVE GRADE (ZONING) OL °1 98' - 9" LEVEL P1 L 91'-Oil ELEVATOR SECTION -A 1 /4" = 1'-0" 2 E L EVATO 1 /4" = 1'-0" SIM R SECTION - B EIGHT 75' ABOVE GRADE PLANE h 173'-99"" ROOF CALCS - TOP OF PLATE h 166' -1 3/44"" LEVEL 157'-2" LEVEL 5 OIL 147' - 0 3/4" _ LEVEL 136' - 11 LEVEL 126 10 LEVEL 2 h 116' 9" LEVEL 1 h 102'-99"" AVE GRADE (IBC) 99' - 4 3/44"" AVE GRADE (ZONING) OL 98'-9" BENTONITE WATERPROOFING LEVELP1 � 91'-0" 6 E L EVATO 1 /4" = 1 '-0" AT EACH FLOOR R PLAN @LEVEL 3 5 E L EVATO 1 /4" = 1'-0" "4!- AS T. 5'- 2" R.O. AT EACH FLOOR R PLAN @ LEVEL 2 9 9' -1 11 /16" 5' -11 7/16" TYP 7 3-Cl ELEV. 1 III 4 E L EVATO 1 /4" = 1'-0" 6.51 3 12 I 5'- 8" R.O. ELEV. 2� / i Qo [�X_3.1 SEPARATOR BEAM AT EACH FLOOR R PLAN @LEVEL 1 io X3.1 3 12 023 3 ELEVATOR PLAN @ PARKING LEVEL 1 /4" = 1'-0" F GENERAL NOTES - ELEVATOR PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. VERIFY ELEVATOR SHAFT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 3. VERIFY ELEVATOR OPENING REQUIREMENTS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 4. COORDINATE SIZE AND LOCATION OF HOIST BEAM WITH ELEVATOR MANUFACTURER 5. DIMENSIONS ARE TO GRIDLINE, FACE OF (FO) CONCRETE, FO FRAMING AT EXTERIOR WALLS, FACE OF STUD AT PARTITIONS AND CL OF DOOR AND WINDOW OPENINGS. 6. HOISTWAYS WILL BE PRESSURIZED. E L EVATO 1 /4" = 1 '-01, 8 E L EVATO 1 /4" = 1 '-0" JLI !ll \!ll VI\ ULlIIVI AT EACH FLOOR R PLAN @ LEVEL 6 AT EACH FLOOR R PLAN @LEVEL 5 JLI (ll \(ll VI\ ULlIIVI AT EACH FLOOR 7 ELEVATOR PLAN @ LEVEL 4 1 /4" = 1 '-0" -Ff Lrorr 9281 op ;'r011 r; dVd (OF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. Jhe_e_t 62.211 REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 Ln 0 0 Z z O V) 0 V W z z O > J w O � � O v w > V1 00 00J `u o p O N O O � 4t Z N z a� o_ N Q w REVISION DATE REASON FOR ISSUE A 08.20.21 City Comments #01 05.25.22 RFI - 023 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELEVATOR PLANS AND SECTIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 F CG ZONE MAX HEIGHT 75' ABOVE GRADE PLANE IL 173' - 9" I Q6.1 1 14 I ---------- 0 00000a ROOF CALCS TOP OF PLATE I — 166' - 1 3/4" FLUSHING SPRAY HEAD TRASH 5G ABOVE TOP INTAKE, 6001 2 1.5 DISINFECTING & SANITIZING UNIT W/ VACUUM BREAKER 90 MIN RATED SELF & VALVE 6.1 CLOSING ACCESS DOOR, TYP. 1 1 6F22I66 LEVEL 157' - 2" 6B.1 6B.1 1 6 I TRASH F-5 1 5 A6.2, 6F.1 9 1 12 Al (TRASH 4001 TRASH 3001 215G1 < TYP 6F.1 14 6B.1 TRASH 121.5 6 2001 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. 2166 LEVEL 147' 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. TYP 14 A6.51 LEVEL 136' 6G 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. _ LEVEL 126' -10 1 /4" 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. 3C.3 I 3 11 u _ LEVEL-9" KI CHEN 5J.2 1009 2 90 MIN RATED SELF CLOSING ROLLING 5J.2 FIRE DOOR W/ FUSIBLE LINK 3C 1 3 1 LEVEL 102' - 9" _ AVE GRADE (IBC) AVE GRADl 3/4" 98' - 9" I EH _ t _ LEVEL P1 oL 91'- TRASH CHUTE SECTION A ' 1/4" = 1'-01, n 7 TRASH CHUTE @LEVEL 2 L 1/4" = 1'-0" =7 TRASH CHUTE @LEVEL 1 1/4" = 1'-0" 12 I 6H I III III Ill 6G 3C.3 3 11 2 5J.4 1 _ LEVEL 3 ot 126' -10 1 /44"" 3C.1 3 14 LEVEL 2 � 90 MIN RATED SELF CLOSING ACCESS DOOR, TYP. 90 MIN RATED SELF CLOSING ROLLING F3--- FIRE DOOR W/ 3 10 FUSIBLE LINK LEVEL 1 � 10202' - 9" K AVE GRADE (IBC) 3 g AVE GRADE99' -)4 3/4" 98' - 9" TRASH COMPACTOR 3A.1 0 4 3310 1 _LEVEL P1 91'-0" A TRASH CHUTE SECTION B 1/4" = V-0" 0 Eel � TRASH CHUTE @LEVEL 6 J 1/4" = 1 '-0" 101 Q TRASH CHUTE @LEVEL 5 v1/4" = 1'-011 12 Y22 6B.1 1 6 CF 3 8 TRASH 4001- p 1 6 � o 5G 2 1.5 6B.1 M 6G 6GCD 2 6 2 6 A(�I 6B.1 6G 1 6 2 6 2' -10" 2' 6 3/4" 4 3/4" TRASH CHUTE @LEVEL 4 ' J 1/4" n12 4 3/4" Q TRASH CHUTE @ LEVEL 3 ' v 1/4" = 1 '-0" ROUGH OPENING INTAKE 6" = 1 '-0" ROUGH OPENING INTAKE 6" = 1 '-0" w Of U) =) w U, = 0 U, J u z z w z u= = Q Ln SEE ASSEMBLIES. 01 10 RATED SHAFT INTAKE DOOR FRAME FIRE CAULK 2 1 /2" METAL E-STU D CHUTE INTAKE DOOR Cad TRASH CHUTE - HEAD RATED SHAFT CHUTE INTAKE 2 1 /2" METAL E-STUD INTAKE DOOR FRAME SEE ASSEMBLIES. DOOR @ TRASH CHUTE - SILL SHAFT WALLS SEE ASSEMBLIES Ulll-1\LI\ 1\V V !ll V V .J Ll1 L/'ll V 1 14 METAL SHAFT WALL @BLOCKING 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 V� 0 L7 Z z O v, 0 V W 0 z z L.L 0 OJ o 0 0 z O �00 W J O O� O N 0 � O o C) = Z N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SHAFT PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 10 OP OF PLATE h 166' - _LEVEL 6 � 157' - 2" LEVEL147' - 0 3/4" LEVEL 4 h 136' - 11 LEVEL 3 � 126' - 10 LEVEL 116'-9" 3C.1 3 10 _LEVEL 102' - 9" P SHAFT - A - SECTION 1/4" = 1'-0" va. � 1 6 1 SHAFT - A @LEVEL 2 ' 1/4" = 1'-0" ') SHAFT - A @LEVEL 3 L 1/4" = 1'-0" � SHAFT - A @LEVEL 4 J 1/4" = 1'-0" A SHAFT - A @LEVEL 5 1/4" = 1 '-0" 10 4'-8 1 /8" 7 1/4" ol —] 2 66 F 66 co Ln M M 0 1111 Z III co A6.23 1 Q. m / rn I I I J iD Z 6 F C F (� SHAFT - A @LEVEL 6 J 1/4" = 1'-0" 0 0 O PARKING GARAGE 1039 11 SHAFT - B -SECTION ' L 1/4" = 1'-0" a n u c va. � 1 6 g SHAFT - B @LEVEL 2 v 1/4" = 1'-0" =TOP OF PLATE h 166' LEVEL 157' - 2" _ LEVEL 147' - 0 3/4" _ LEVEL 136' -11 1 /2" LEVEL 126' - 10 1/4" LEVEL 116'-9" LEVEL =7 SHAFT - B @LEVEL 3 1/4" = 1'-0" Q SHAFT - B @LEVEL 4 v 1 /4" = 1'-0" () SHAFT - B @LEVEL 5 J 1/4" = 1'-0" u c 1 _ 6. . 1 n SHAFT - B @LEVEL 6 ' v 1/4" = 1'-0" ?' - 01 /2" 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 M� W M z LAI 0 L7 Z z O 0 V LL 0 l7 z z L.L O OJ o O 0 z O ; �00 J C) 8 O� O N O � Oo I— = O � Z N z of � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 SHAFT PLANS AND SECTIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOWNIBER ;J GA FILE NO. WP 7125 GENERIC GYPSUM WALLBOARD, STEEL STUDS Fire Design: Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to ONE SIDE only of 1-5/8", 18 mil steel studs 24" o.c. with 1"Type S screws 12" o.c. Second layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles with two 1-5/8"Type S screws per board. Third layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles with two 2-5/8" Type S screws per board and one 2-5/8" Type S screws placed midway between studs at floor and ceiling runners. Steel strips 0.020" x 1-1/2" wide vertically applied over third layer at vertical joints and intermediate studs with 2-5/8"Type S screws 12" o.c. Fourth layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to steel strips with 1"Type S screws 8" o.c. Joints offset 24" between layers. (NLB) 2 HOUR FIRE Thickness: 4-1/8" (Fire) Limiting Height: 12'0" Approx.Weight: 9.5 psf (Fire) Fire Test: GET, 4-13-70 SHAFT WALLS 4 SHAFT - C @ LEVEL 2 1 /4" = 1'-0" 2-H R LINEI SHAFT - C @ LEVEL 3 :7 1 /41' = 1'-01, -oil 10 RnOF CALCS -TOP OF PLATE � 166' -I oil CD & 00 CD CD CD EET NUMBER 24 0 LEVEL 6 � 157' - 2" LEVEL 5 � 147' - 0 3/4" � _LEVEL 4 � 136' - 11 1 /2" � LEVEL 3 � 126' - 10 1 /4" � LEVEL 2 � 116'-9" �1 4 1 5 1/41' = 1 1-01, �J 1� 6� � 6H r LEVEL 1 � 2 6 102' SHAFT - C @LEVEL 4 SHAFT - M O KE CONTROL1 9 20 1/41' = 1 1-01, SHAFT - C @LEVEL 5 SHAFT - C @LEVEL 6 91281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri SEE ASSEMBLIES E L EVATO 1 1/2" = 1 '-0" `-ALANT AT CUT EDGE - ER MANUFACTURER BEET METAL FLASHING OTAIR WELD PO ROOFING x8 WOOD RIP TO PROVIDE PLUMB DGE AT GUTTER ')UTTER UILDING WRAP WEATHER BARRIER 6" 3/4" HEM ON 1" RETURN R @GUTTER CONCRETE WALL BEYOND FIRE CAULK EMBED PLATE BEYOND _ f - SEE STRUCTURAL SEALANT BACKER ROD AND SEALANT LEVEL •' 8 SEE ASSEMBLIES ------ —� 2 3/4" HEM ON 1" iA7.92 �r�sr, RETURN SHAFT LINER HOISTWAY DOOR EDGE OF THRESHOLD GLULAM BEAM, CONTINUOUS ;od_ _ ,',`"_- GYPSUM WALLBOARD-X -BELOW rt, I� _ PACK TIGHTLY m - SEE STRUCTURALMINERAL N CLOSED CELL FOAM GYPSUM WALLBOARD-X INSULATIONER BATT IN PLACE INSULATION -PACK TIGHTLY r I� INSECT BAFFLE CONTINUOUS CEDAR SLOPED CHAIR "Y s' MINERAL FIBER BAIT SHAFT LINER 2X10 _ INSULATION = �SHEET METAL FLASHING -------- --- „--,4. w 1Fri INSECT BAFFLE HT-SAM FLASHING BUILDING WRAP WEATHER BARRIER SPRAY FOAM INSULATION SEE ASSEMBLIES ELEVATOR SHAFT @ ROOF J 1 1/2" = 1 '-0" SEEASSEMBLIES Q ' SHEET METAL FLASHING I _ I 8 TPO VAPOR RETARDER ' TPO ROOFING 0 170'-10" - - - Ln J m w Q CLOSED CELL FOAM w IN PLACE INSULATION "' 0 O HOIST BEAM -SEE STRUCTURAL ELEVATOR @ ROOF 1 1/2" = 1 '-0" SEE ASSEMBLIES 12 E L EVATO 1 1/2" = 1 '-0" SEE A0.21 FOR ASSEMBLIES FIRE CAULK ANCHOR BOLT HSS STEEL L ANGLE FIRE CAULK ELEVATOR HSS BEAM @ WD FLOOR ' v 1 1/2" = 1 '-0" d ` CAST IN PLACE CONCRETE A SEE ASSEMBLIES ELEVATOR CONCRETE FLOOR R @ HSS BEAM @ WOOD 13 1 1/2" = 1 '-0" GYP, BEYOND SHAFT d ` ' ° d- . 5/8" GYP - TYPE X .d 1" Z-GIRT @ 16" O.C. 51 p ° ° = CAST IN PLACE CONCRETE ° RECEIVING 4 ' J-MOLDING BACKER ROD & SEALANT CAST IN PLACE CONCRETE, SEE STRUCTURAL - d' A _ d 4 d °Id - I° a - - _ ° °, _ l d_ d- `_' L °d " ° d 18 E L EVATO 1 1/2" = 1 '-0" WATERSTOP STEEL PLATE, SEE STRUCTURAL HSS BEYOND, SEE STRUCTURAL R @ CONCRETE & GRADE E L EVATO 4 3" = 1'-0" ELE 9 3" = 1'-0' HOISTWAY DOOR FRAME HOISTWAY DOOR JAM B -BEYOND R DOOR @HEAD JAMB -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH -GROUT AS REQUIRED -SEE FINISH SCHEDULE STEEL ANGLE - VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER SEE STRUCTURAL VATOR DR @ CONIC THRESH SEE ASSEMBLIES L BASE PER SCHEDULE FIRE CAULK GLULAM BEAM SEE STRUCTURAL TOP FLANGE HANGER SEE STRUCTURAL 1 A 2-HR SHAFT @WOOD FLOOR ' 1 1/2" = 1 '-0" WATERPROOFING I 4"A °, a - PER MFR.' DRAINAGE PANEL ° n •d ° p , b ' ' _' ° ELEVATOR PIT RIGID INSULATION (R-9.5 4 - 14, ° WATERSTOP Q °d ° _ SEALANT- PER MFR. _ ° WATERPROOFING TAPE PER MFR. ° _ 4 . , 3 d w d, d ° , 4' _ e , z 1, ' °d' ° a TI ° d ,j 7 7777 E LAP - PER MFR, — i i i 1 1 i 1 1 iii iii 1 1 1 iii iii iii 1 1- 19 E L EVATO 1 1/2" = 1 '-0" R PIT @CONCRETE GYPSUM WALLBOARD-X -PACK TIGHTLY GYPSUM WALLBOARD-X -PACK TIGHTLY HOISTWAY DOOR FRAME C ELEVATOR DOOR @JAMB J3" = 1'-0" ELE 10 3" = 1'-0' LOWEST S JAM B -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH SEALANT SEE FINISH SCHEDULE CAST UNDERLAYMENT STEEL ANGLE - VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER SHAFT LINER WOOD FRAMED FLOOR -SEE HORIZONTAL ASSEMBLY SHEET VATOR DR @ WD THRESH FACE OF WALL 5-1/2 X 2-1/2 X 3/8 INCH STEEL ANGLES EACH SIDE - CONTINUOUS WELD TO SIDE RAI LS 1/2 INCH DIAMETER EXPANSION BOLT EPDXY SET 3/8 X 2 INCH STEEL SIDE RAILS 1 INCH DIAMETER STEEL RUNGS CONTINUOUS WELD TO SIDE RAI LS O laJ EL ELEVATOR PIT FLOOR e° ° SECTION ELEVATION ELEVATOR LADDER @ PIT ' J 1/2" = 1'-0" STEEL GRATE 2,-4„ - SET IN 4-SIDED L2" x 2" x 1/4" ANGLE FRAME ALIGN SE PLAN m d °A. 4. ELEVATOR PIT SLAB SEE STRUCTURAL o i i RUBBER WATERSTOP ° a. —�a I ° �— - CONCRETE SLAB °d. =1 a. .. d _ .` . ° < ° 9 I - SEE STRUCTURAL 1 d ° 1 ..d,. . 1 I <d $ _ 2' IO" BENTONITE PANEL SUMP PIT @ELEVATOR L 1 " = 1'-0" 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC III Q0 (V CD 00 C') z L7 Z z O 0 l/1 LU 0 z z L.L 0 OJ LU L z O ; �00 J C) o O� O N O 0 � o Z N z of w (V Q 0- REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 02.28.22 IFC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ELEVATOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 d - HSS - SEE STRUCTURAL d ° LU GUIDE RAIL BRACKET PER MFR. Q a d '-. g °-'d; w a a d a GUIDE RAIL- PER MFR. A' ;Q :a = d BOTTOM OF SLAB BEYOND 4, 4d d da - d.,d p SEE ASSEMBLIES E L EVATO 1 1 /2" = 1'-0" `_ALANT AT CUT EDGE - ER MANUFACTURER AEET METAL FLASHING OTAIR WELD PO ROOFING x8 WOOD RIP TO PROVIDE PLUMB DGE AT GUTTER BUTTER UILDING WRAP WEATHER BARRIER 1 3/4"HEM ON1" RETURN R @GUTTER 9M.1 0 3.5 w a• w '-a W 44 a a d, BACKER ROD AND FIRE CAULK 5G 2 1.5 FIRE CAULK HOISTWAY DOOR 7 E L EVATO 1 1 /2" = 1'-0" 12 E L EVATO 1 1 /2" = 1'-0" SEE A0.21 FOR ASSEMBLIES FIRE CAULK ANCHOR BOLT HSS STEEL L ANGLE FIRE CAULK ELEVATOR HSS BEAM @ WD FLOOR ' v 1 1 /2" = 1'-0" R INFILL DETAIL 4 - — - — - — - — - I ` SEE ASSEMBLIES � 2 3/4" HEM ON 1" A7.92 �r'� RETURN HOISTWAY DOOR SHAFT LINER ' I EDGE OF THRESHOLD GYPSUM WALLBOARD-X -BELOW '- GLULAM BEAM, CONTINUOUS - -PACK TIGHTLY SEE STRUCTURAL MINERAL FIBER BATT N m I CLOSED CELL FOAM GYPSUM WALLBOARD-X INSULATION � IN PLACE INSULATION PACK TIGHTLY I� INSECT BAFFLE SHAFT LINER CONTINUOUS CEDAR SLOPED CHAIR MINERAL FIBER BATT — — 2X10 INSULATION — -SHEET METAL FLASHING -------- __ ,•`,.: :'_- "'' w 1/2" INSECT BAFFLE HT-SAM FLASHING BUILDING WRAP WEATHER BARRIER SPRAY FOAM INSULATION 1 SEE ASSEMBLIES ELEVATOR SHAFT @ ROOF J 1 1 /2" = 1'-0" SEE ASSEMBLIES Q ' SHEET METAL FLASHING I I 8 ., A7.91 ' TPO VAPOR RETARDER ROOFING I I ' 170'-10" 0 HOIST BEAM SEE STRUCTURAL 8 ELEVATOR @ ROOF. 1 1 /2" = 1'-0" ASI 001 SEE ASSEMBLIES CONCRETE WALL BEYOND FIRE CAULK EMBED PLATE BEYOND -SEE STRUCTURAL" SEALANT BACKER ROD AND SEALANT ,.. LEVEL Ln a, - _ HSS - SEE STRUCTURAL LU ° - d d• `4 w Ln = GUIDE RAIL BRACKET - PER MFR. Q e ° '' ° g °-'d, LU A GUIDE RAIL- PER MFR. °d - ° - '' d BOTTOM OF SLAB BEYOND . a °.,d _ p CAST IN PLACE CONCRETE SEE ASSEMBLIES ELEVATOR CONCRETE FLOOR R @ HSS BEAM 13 @WOOD GYP, BEYOND 1 1 /2" = 1'-0" ° 4 ' d 5/8" GYP - TYPE X d� . _ .. ° - 1" Z-GIRT @ 16" O.C. °n ° A ° p ° CAST IN PLACE CONCRETE SHAFT 4 n ° < RECEIVING a� , 4 _ _ ° _ J-MOLDING BACKER ROD & SEALANT METAL ANGLE BEYOND - SEE STRUCTURAL CAST IN PLACE CONCRETE, SEE STRUCTURAL LEVEL HSS - SEE STRUCTURAL 4` I m ; � f .`,d i" a ° a ° ° ,d I; a ° d ° GUIDE RAIL BRACKET- PER MFR. - - ' a - = -°'° :p " ° a a_ GUIDE RAIL- PER MFR. d a d" - ---------- °• BENTONITE WATERPROOFING- —. °' A I —EMBED PLATE AND HEADED STUDS SEE STRUCTURAL 18 E L EVATO 1 1 /2" = 1 '-0" WATERSTOP A STEEL PLATE, SEE STRUCTURAL HSS BEYOND, SEE STRUCTURAL R @ CONCRETE & GRADE E L EVATO 4 3" = 1'-0" ELE 9 3" = 1'-0" HOISTWAY DOOR FRAME HOISTWAY DOOR JAM B -BEYOND R DOOR @HEAD JAM B -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH -GROUT AS REQUIRED -SEE FINISH SCHEDULE STEEL ANGLE - VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER -SEE STRUCTURAL VATOR DR @ CONC THRESH L SEE ASSEMBLIES SASE PER SCHEDULE IRE CAULK -3LULAM BEAM SEE STRUCTURAL -OP FLANGE HANGER SEE STRUCTURAL 1 A 2-HR SHAFT @WOOD FLOOR ' �Mr 1 1 /2" = 1'-0" —III "- •- _ _ WATERPROOFING PER MFR. a a = ° ' DRAINAGE PANEL ° ELEVATOR PIT RIGID INSULATION (R-9.5) — °- A, WATERSTOP ° - = ad- `� a _,a' d SEALANT - PER MFR. — °` WATERPROOFING TAPE PER MFR. s a ' `d mLL ' a , _ _z T71 _-F 7 - 77T 7 7 7 7 i 7: 7 E :::::::T:: LAP PER MFR.iii 1 1 1 i 11 1 1 1— 19 E L EVATO 1 1 /2" = 1'-0" R PIT @CONCRETE GYPSUM WALLBOARD-X -PACK TIGHTLY GYPSUM WALLBOARD-X -PACK TIGHTLY HOISTWAY DOOR FRAME 5 ELEVATOR DOOR @JAMB 3" = 1'-0" ELE 10 3" = 1'-0" LOWEST S JAM B -BEYOND HOISTWAY DOOR HOISTWAY THRESHOLD -ALIGN WITH FLOOR FINISH SEALANT SEE FINISH SCHEDULE CAST UNDERLAYMENT STEEL ANGLE VERIFY SIZE AND ATTACHMENT WITH ELEVATOR MANUFACTURER SHAFT LINER WOOD FRAMED FLOOR -SEE HORIZONTAL ASSEMBLY SHEET VATOR DR @ WD THRESH FACE OF WALL 5-1/2 X 2-1/2 X 3/8 INCH STEEL ANGLES EACH SIDE CONTINUOUS WELD TO SIDE RAI LS 1/21NCH DIAMETER EXPANSION BOLT EPDXY SET 3/8 X 2 INCH STEEL SIDE RAILS 1 INCH DIAMETER STEEL RUNGS CONTINUOUS WELD TO SIDE RAI LS J O l¢J ELEVATOR PIT FLOOR a °a SECTION ELEVATION ELEVATOR LADDER @ PIT I J 1 /2" = 1 '-0" STEEL GRATE 2' 4" SET IN 4-SIDED L2" x 2" x 1 /4" ANGLE FRAME ALIGN SEE PLAN m ° a ELEVATOR PIT SLAB -SEE STRUCTURAL RUBBER WATERSTOP 14 'A '— CONCRETE SLAB �d. d d d I SEE STRUCTURAL d L ° a d BENTONITE PANEL 7 n SUMP PIT @ELEVATOR Lv 1 11 = 1'-0" 9281 .tt�//��o�n 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N O 00 Cn z Ln 0 Z z O V) 0 V �.. j z z LL O >_ OLU p 0 z LU O > � 00 J W `� � o O O 0 � O 4t Z N z w N o_ Q REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ELEVATOR DETAILS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 STEP 1 0 IIT N STEP 2 TYPICAL PENETRATION TH ROUG 1 1 /2" = V-0" 0� I\ ---2 Q FF SAM VAPOR RETARDER OPTION 2: FF SAM LAPPED OVER VAPOR RETARDER TYPICAL VAPOR RETARDER TRANSITION STEP 3 WEATHER BARRIER = SAM - SAM LAP OVER �-)T LAYER OF FFSAM =OWELAPPLIED, MIN ' OVERLAP OFF SAM 5 NNULAR SPACE TO BE 18" MIN. AND SEALED 9281 a',� Of ►'iw _- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 0 Z z O � Q w o 0 z z LL O OJ o O z 0 > v00 J CD e O� O CD J o O = O Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 TYPICAL EXTERIOR WRAP DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 e.d _,- - -°- ° ® _ - - _ _ _ _d c , ° °- b y a n. ¢ _ - - - ' _ d' _ e ad -° .P.T. SLAB -4 - •a a _ - - -e q a _ , , - - ,Q < 3", ;WATERSTOP a °. d, a : - _ , A a : da ° ' BENTONITE TOOLED ° SEALANT PER MFR. e d :d °. ' a BENTONITE FLASHING, WHERE REQUIRED PER MFR. g-4 INTERIOR a _ °= $ EXTERIOR „ „ - al A d , . BENTONITE DRAINAGE PANEL I, - - I -,a P , — ° ",8 1 Id ad, n BENTONITE TOOLED °t SEALANT- PER MFR. z I LAP BENTONITE FLASHING OVER BENTONITE MEMBRANE -PER MFR. d, a_ ; BENTONITE WATERPROOFING CONCRETE WALL TO PT SLAB � BY-PASS WATERPROOFING ..J 3" = 1'-0" SEE A0.11 SEE A0.11 FOR EXTERIOR ELEVATIONS BUILDING WRAP WEATHER FOR EXTERIOR ELEVATIONS BUILDING WRAP WEATHER 9281 BARRIER Q BARRIER Q SAM FLASHING SAM FLASHING FF-SAM FLASHING FF-SAM FLASHING p I �� TOOLED SEALANT PER MFR. p zTOOLED SEALANT PER MFR. �►'I% Ln � TERMINATION BAR TERMINATION BAR 4 I SUB -FRAMING THERMAL SPACER SUB -FRAMING THERMAL SPACER CONDITIONED SPACE) W (CONDITIONED SPACE) - W VARIES o ; _ VARIES � o _ STAINLESS STEEL METAL g I FLASHING NOTE: IF THIS SPACE IS i = z UNCONDITIONED, THAN I z I O ` I -; 1 INSECT BAFFLE o vn - ,1 I INSECT BAFFLE w 38c.i. AT FLOOR BELOW IS - w m 1 Do 1 NOT REQUIRED _ � � I I I - I t% • � � • BUILDING WRAP TAPE BUILDING WRAP TAPE - 1 - COMPRESSIBLE FILL %°4 'd a .; STAINLESS STEEL METAL e ° °` FLASHING ° e $ ! SIDEWALK 38 NORTHWEST DAVIS, SUITE 300 — — ° 1 — — d ° ° 1 PORTLAND, OR 97209 q.d ada a.d ° d° .°. I d �d° °d ° d° °. I .: °d ° - a 1 , °d ° 1 _ 503.245.7100 ° a 1 :° a s 1 Q '.d a .�° , ° 1 BENTONITE WATERPROOFING ad ° d° . ° �' ° °� 1505 5TH AVE, SUITE 300 SLAB ISOLATION JOINT FILLER 8101 Af ,,, °A° 1 N ° N O SEATTLE, WA 9 LU J as ° ..a °d I J as ° ...e °d I , as < } 206.576.1600 a°; )< U) ° ° d °° ° e 1 vwi ° ° d °° e 1 1014 HOWARD STREET Q ° d °'a ? ° d ° ° 4 ! ° A °b .a ° BENTONITE WATERPROOFING SAN FRANCISCO, CA 94103 ° .d d °.d.l I--' .d d ° d.l z °.4 A d ° ° z ° d. ° O 415.252.7063 o a ° ° ° a ° 3 e < ° a : ° C ©ANKROM MOISAN ARCHITECTS, INC. O a ° O ° d ° — _ ° a ° .. _ a a p ° .. .. ° o ° °41 — REVIEWED d °' a a m ° d ° d ° d II BENTONITE DRAINAGE PANEL m ° d a ° d !I BENTONITE DRAINAGE PANEL O ad O a N 14 a 4 14 N a ° !! February 11, 2022 11 4 .. , 8 P 44. WOOD LAGGING d` a� ° WOOD LAGGING ■ ° ° a — ° ° a Reviewed by: DBeck 1 — 1 BECK &ASSOCIATES, PLLC �a ° ° ° ° ° d ° a ° a WATERSTOP ° WATERSTOP PARKING GARAGE 4 44 PARKING GARAGE d.e (NOT CONDITIONED SPACE) °°e (NOT CONDITIONED SPACE) ° ee ° .d ° ° 1 XPS INSULATION (R38c.1.) a° ° .d ° ° Fp (NOT REQUIRED WHERE THERE IS XPS INSULATION (R38c.i.) UNCONDITIONED SPACE ABOVE) 8 FC PANEL @ CONIC. WALL W/O SIDEWALK FC PANEL @ CONCRETE WALL W/ SIDEWALK 3" = 1'-0" 10 3" = 1'-0" SEE ASSEMBLIES PARKING RETENTION , VAU LT 1 1 1 1 I BENTOSEAL i 1 w. w. d °6" MIN.r ° d! SHORING - NOT IN CONTRACT BENTONITE DRAINAGE PANEL BW - MASTIC BENTONITE PANEL PVC WATERSTOP BW - DRAINAGE PANEL CONNECTION BW - MASTIC -INSTALL CONTINUOUS AROUND PIPE -EACH SIDE BENTONITE WATERSTOP 1 0:� EXTERIOR WALL @RETENTION VAULT ' J 3" = 1 '-0" SEE A0.11 FOR EXTERIOR ASSEMBLIES SLAB ON GRADE BENTONITE WATERPROOFING BENTONITE DRAINAGE PANEL WOOD LAGGING (SEE SHORING) DRAIN PIPE CONNECTED TO DISCHARGE SYSTEM WATERPROOFING SEAL - PER MFR. uTuT SIDE OUTLET AT DRAINAGE -PANEL CONNECTION —BW - DRAINAGE PANEL CONNECTION _ II� A _ -—WATERSTOP I III III STRUCTURAL FOOTING DISCHARGE SYSTEM Q0 N O OD 0) z LAI 0 L7 Z z O v, 0 V LU 0 z LL 0 z OJ LU IU 0� 0 0 O z J ; � �00 C) � o O� O N O N O co Z O N ~ z N W Q o_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 FOUNDATION DETAILS PERMIT/GMP SET 20 FOUNDATION DETAIL @BASEMENT FOOTING DATE I PROJECT NUMBER 05/21 /2021 184470 LEVEL T.O. PT SLAB U) w J m Ln Q Q z 0 IV 0 caf 0 m 0 Q w w U) 0 BUILDING WRAP TAPE SEE A0.11 FOR EXTERIOR ASSEMBLIES SHEET VAPOR RETARDER ANCHOR BOLT CAST UNDERLAYMENT ACOUSTIC ISOLATION PAD F.C. LAP SIDING TO F.C. PANEL @ PT SLAB &SOFFIT 3" = 1'-0" GRID SEE A0.11 FOR EXTERIOR ASSEMBLIES �Q w d �LL 3 Ln LU w Ln Ln J Q z 0 IV 0 0 m 0 Q w Ln WALL BEYOND NOTE: VERIFY SLAB STEP I WITH SLAB PLAN. NOT VINYL DOOR ALL CONDITIONS HAVE A SLAB STEP not CONCRETE UNDERLAYMENT NOTE: DOOR `J THRESHOLD TO BE 1/2" ACOUSTIC ISOLATION MAT MAX ON BOTH SIDES P.T. PLATE WITHA BEVEL OF 1:2 FOR AN LEVEL CHANGE o o SEALANT ABOVE 1/4" PER ANSI A117.1-2009 404.2.5. PEDESTRIAN TRAFFIC MEMBRANE SLOPED BALCONY TOPPING FINISHED OOR SLAB 17 o�oaoa o TOP OF P.T. SLAB a1, ._4 P.T. SLAB STEP - VERIFY WITH = z SLAB PLAN r Q w 0 EXTEND INSULATION 1'-0" BEYOND EXTERIOR SHEATHING VINYL DOOR SILL AT PT BALCONY 3" = 1'-01, BUILDING WRAP WEATHER BARRIER COLD FORMED VERTICAL Z FURRING - SEE ASSEMBLIES FF-SAM FLASHING 4 BUILDING WRAP TAPE INSECT BAFFLE FC TRIM / MOLDING SHEET METAL FLASHING RIGID INSULATION (R-10) FF-SAM FLASHING SEALANT / BACKER ROD PROVIDE SLACK IN FF SAM FLASHING AT JOINT TO ALLOW FOR MOVEMENT LOOSE FILL INSULATION DEFLECTION HEAD DIAGONAL BRACE HORIZONTAL BRACE FIBER CEMENT SOFFIT PANEL STICK PINNED RIGID INSULATION (R49 MIN.) 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC O (V O 00 m z V� 0 Z z O� V W 0 z z L.L O OJ o O 0 z O ; �00 J C) 0 O� 0 O O � o Z CD N z � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 5 02.28.22 IFC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR DETAILS - SECTION PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEE7WMBER 11 LEVEL �OpSLAB U) w m U) ¢ Q z 0 IV 0 0 m 0 ¢ w U) 0 BUILDING WRAP TAPE SEE A0.11 FOR EXTERIOR ASSEMBLIES V) LU m w Q J ¢ z O N O O m 0 W w V) NOTE: VERIFY SLAB STEP WITH SLAB PLAN. NOT ALL CONDITIONS HAVE A SLAB STEP NOTE: DOOR THRESHOLD TO BE 1/2" MAX ON BOTH SIDES WITHA BEVEL OF 1:2 FOR AN LEVEL CHANGE ABOVE 1/4" PER ANSI A117.1-2009 404.2.5. I I I I I WALL BEYOND VINYL DOOR CONCRETE UNDERLAYMENT ACOUSTIC ISOLATION MAT P.T. PLATE SEALANT PEDESTRIAN TRAFFIC MEMBRANE SLOPED BALCONY TOPPING SLAB FINISHED_ OOR _ a ° °a ° -.d n9 .� d d ° TOP OF P.T. S. ° a 7 41 ..4 ° 4 . e` Q d: a P.T. SLAB STEP - VERIFY WITH 'Qd d- -2 Z ° , d < SLAB PLAN a' = I LL 1 O 1 W I EXTEND INSULATION 1'-0" LL I BEYOND EXTERIOR SHEATHING 3 VINYL DOOR SILL AT PT BALCONY 3" = 1'-0" STICK PINNED RIGID INSULATION (R49 MIN.) GRID SEE A0.11 FOR EXTERIOR ASSEMBLIES Q z CCD 003 a BUILDING WRAP WEATHER N BARRIER SHEET VAPOR RETARDER WINDOW TRIM WORK COLD FORMED VERTICAL Z ANCHOR BOLT / FURRING - SEE ASSEMBLIES (STOOL, APRON, ETC.) FF-SAM FLASHING Q VINYL WINDOW CAST UNDERLAYMENT V Idir I BUILDING WRAP TAPE SHEET METAL FLASHING SHEET METAL REGLET INSECT BAFFLE FLASHING ACOUSTIC ISOLATION PAD SEALANT- PER MFR. �I TERMINATION BAR - PER FC TRIM / MOLDING MFR. F.C. LAP SIDING TO F.C. PANEL @ PT SLAB &SOFFIT 3" = 1'-0" SAM FLASHING SHEET METAL FLASHING TPO ROOFING REGLET FLASHING, RIGID INSULATION PAINT TO MATCH FC SIDING FF-SAM FLASHING SEALANT / BACKER ROD PROVIDE SLACK IN FF SAM FLASHING ATJOINT TO ALLOW FOR MOVEMENT LOOSE FILL INSULATION DEFLECTION HEAD DIAGONAL BRACE HORIZONTAL BRACE FIBER CEMENT SOFFIT PANEL CUT EDGE SEAL/-\ TPO ROOFING HT-SAM FLASHII` HOT AIR WEI SHEET METAL FLASHI( SHEET METAL GUTTER STR, SHEET METAL GUTT 2x WOOD FASC PAINTI BUILDING WRAP WEATHI BARRII z cy w Ln 450 BEND \7� 4" MIN 1 ". 1 /2". Q COURTYARD SHED ROOF @GUTTER .J 3" = 1'-0" SEEA0.11 FORASSEMBLIES HOT AIR WELD CUT EDGE SEALANT TPO ROOFING TPO COVER BOARD RIGID INSULATION TPO VAPOR RETARDER Ln m m 0 -n 0 Ln rn m r m Ln bLAIVI F'LK 51 KUL- I UKAL COURTYARD SHED ROOF @ WALL 3" = 1'-0" 9281 ;'jai oFrA- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N O 00 Cif z V) 0 o !� Z z O Ln L� I.0 0 0 z z L.L O O o O z O LU00 > J o O N oCD J o ODo CD = Z N z Qa REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR DETAILS - SECTION CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 J Lu W J m W 0 LU W x W rr 0 W 0 W W REFER TO PLANS FOR %A/AI I ACCCRAQI V SAM FLASHING SELF HEALING MEMBRANE BEHIND FURRING STRIPS, TYPICAL 1 x4 PRESSURE TREATED FURRING EPDM OR SIMILAR, WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED F.C. TRIM / MOLDING (USUALLY ALUMINUM) FC PANEL 1 A @ FC PANEL 1 B - PLAN 3" = 1'-0" SEE WALL ASSEMBLIES FLUID APPLIED WEATHER BARRIER SAM FLASHING AT MEMBRANE TRANSISTION AND BEHIND ALL FURRING, TYPICAL VERTICAL METAL Z FURRING - SEE ASSEMBLIES FOR DEPTH FIBER CEMENT LAP SIDING � STAIR SHAFT WALL @ FC PANEL - A J 3" = 1'-0" Ln W J m W N Q W W V) SEE ASSEMBLIES ad d _ o - ,. - _ _ - 4 n d'- aa A ,4_a d,n —Z c e a < �a4 m e e- ,_ a, _ Q HEADER ABOVE DRIVE AISLE DOWN .J 3" = 1'-0" SHEET VAPOR RETARDER VERTICAL Z FURRING METAL FURRING CHANNEL A BUILDING WRAP TAPE SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FC PANEL SIDING Q RIGID INSULATION 2-PIECE TRIM TRANSISTION FLASHING NOTE: EPDM (OR SIMILAR) IS REQUIRED WHENEVER PT WOOD IS IN CONTACT WITH ALUMINUM. F.C. LAP SIDING TO F.C. PANEL 2 3" = 1'-0" NOTE: EPDM (OR SIMILAR) IS REQUIRED WHENEVER PT WOOD IS IN CONTACT WITH ALUMINUM. SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER FC LAP SIDING 1 x4 P.T. VERTICAL WOOD FURRING OR METAL Z FURRING - SEE ASSEMBLIES EPDM MEMBRANE 2-PIECE F.C. TRIM / MOLDING TRANSITION PIECE SAM FLASHING BEHIND FURRING, TYPICAL FC PANEL SIDING FC LAP SIDING BUILDING WRAP WEATHER BARRIER EPDM FIBER CEMENT TRIM / MOLDING SEALANT FC PANEL SIDING 1 x4 VERTICAL P.T. WOOD FURRING OR METAL Z FURRING SEE ASSEMBLIES SAM FLASHING BEHIND FURRING, TYPICAL BATT INSULATION (R-20) SHEET VAPOR RETARDER � PLAN -INSIDE CORNER LAP SIDING TO FC PANEL V 3" = V-0" SEEA0.11 FOR ASSEMBLIES I\ SHEET VAPOR RETARDER ,I = BUILDING WRAP TAPE ir -_-- -- - a_ < - d " a a,: r Aid 4. tr 'aa d_ ' Y'd - d- Ae "¢ - V SEE A0.11 FOR EXTERIOR WALL ASSEMBLIES 1 n SHAFT WALL @GARAGE VESTIBULE 1 v 3" = V-0" ivu 1 t: LFUIVI lt- REQUIRED WHE WOOD IS IN COI ALUMINUM. BATT INSULATION (R-20) FC LAP SIDING SAM FLASHING BEHIND FURRING, TYPICAL L, W J m W P.T. VERTICAL WOOD v Q FURRING OR METAL VERTICAL ocf 0 Z FURRING - SEE ASSEMBLIES Of W W ALUMINUM TRIM MOLDING 0 0 a Ln EPDM MEMBRANE SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER � OUTSIDE CORNER AT LAP SIDING ..J 3" = 1'-0" FC PANEL SIDING A SAM FLASHING INSECT BAFFLE FIBER CEMENT TRIM / MOLDING SHEET METAL FLASHING BUILDING WRAP WEATHER BARRIER EPDM OR SIMILAR REQUIRED WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED FURRING BUILDING WRAP WEATHER BARRIER RIGID INSULATION JOINT SEALANTS VERTICAL FURRING BUILDING WRAP TAPE 5/8 INCH GYPSUM WALLBOARD-X PAINT SEE A0.11 FOR EXTERIOR ASSEMBLIES -7 F.C. PANEL TO LAP SIDING TRANSITION 3" = V-0" SEEA0.11 FORASSEMBLIES U) W m N cn of 0 Q LU LU SEEA0.11 FOR ASSEMBLIES i 1 1 PLAN -RISER ROOM GARAGE TRANSITION I ' 3" = 1'-0" e OF AO 11 Fr)P FYTFPlr)P AccFkARI IFc SHEET VAPOR RETARDER BUILDING WRAP WEATHER BARRIER Iry�G1�l��.yl�ll►[el SAM FLASHING SELF HEALING MEBRANE BEHIND FURRING AND ALL CORNERS, TYPICAL METAL PLATE, AS NECESSARY - OR SIMILAR F.C. "X" MOLD / TRIM, AT OUTSIDE CORNERS VERTICAL FURRING METAL Z, SEE ASSEMBLIES FOR DEPTH REFER TO PLANS FOR WALL ASSEMBLY FC PANEL 1 A @ FC PANEL 2 - OUTER CORNER 4 3" = 1'-0" A SAM FLASHING FC LAP SIDING INSECT BAFFLE SHEET METAL FLASHING BUILDING WRAP WEATHER BARRIER EPDM OR SIMILAR REQUIRED WHERE ALUMINUM IS IN CONTACT WITH PRESSURE TREATED FURRING FC PANEL SIDING P.T. FURRING OR METAL VERTICAL Z FURRING - VERIFY WITH ASSEMBLIES Q LAP SIDING TO F.C. PANEL SIDING TRANSITION V 3" = 1'-0" �i 81 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC CD 00 0-) z V) 0 o Z z O� >a 0 � w 0 z z L.L O OJ o O z O 00 CD 8 � O N OCD J o Oco = O Z N z of N Q D_ Q w REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 GN BEND TH FACE OF \DDING TYPICAL FLASHING DETAIL 6" = 1 '-0" SEE A0.11 FOR EXTERIOR ASSEMBLIES _ - LU �I w a Of LE I u 4 = fl. e 4 .. .4 ° a - 4. d 4 . .d ° d e e ° ° 4 .4 e .d - a ° 4 .. ® , d e ° 4 44 4. ° - ° 4 4° d ° 4 4 q q . 4 ° .4 ° a d .. d ° 4 ° 4d' .. e 4 ° °d 4 ° ° d' 4. .. < 4 e°d 4 ,.4 4 4 " ° 4° d a ° ° a 4 d .d 4 ° ° ° ° . 4 .. ° aq d A. a. 4 ° °4 e 4 d .. ..4. ° e 4° .. 8 '. 41 B 4 ° q4 .4 44 44 .. - q�d ° a: ° 4 8 - -- — — — — --- --- -- - - — — — — — — — — — — — — dd° .A d ".- 4. ° — — — — — — — — — — — — — — — — — — — — — — °.Q,° ° ...Q d �. 4 .4 q. - — — -------------------_ -_-_-_-_-_-_-_- — — — — — — — — — — — — — — — — — — — -- - - - - - - - - - - - - — —-- — — — — — — — — — — — ——— - _____________ _ _ °e d. ° . ° A _ .. .d a a a d". ° ' ° a °d4° d d d . —_—_—_—_—_—_—_— — — — — — --_--_--_--_ ______________---______ — — — — — _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_- — — — — — — — — — — — — — — — — — — - --_--_--_--_--_--_--_--_--_--_ --_ — _ — _—_—_—_—_—_ — -_ — — — — — — — — — — — — — — — — — — — — — — — — .. ° 4 °d d 44 . .. .. ____ --------------- — — — — — — — — — — ________ _ _ _____ _ _ — — — — — —— — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — - .' 4." . —_———— — — — — — — — ————— — — — — ——— — — — — —- ° ° ° 4.14 q- .. . .. .. d d — — — _—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_ — — — — — — — — — — — — — — — — — — — da e qa------------------------ ° .. — — — — ———— — — — — — — — — — — — — — — — — — — — ——————————————————— 4° 44 e d. — —---------------------- 4 i. .. ° a ---- -------------- - - - - -. 4 ° q 4 ° d A. .. a Q. 4 - . .a 4° - - a# 4 A SEE A0.11 FOR ASSEMBLIES kNEL SIDING FCAL FURRING - Z-GIRTS ) INSULATION DING WRAP WEATHER BARRIER FLASHING T METAL FLASHING -A 7.23 FLASHING D BLOCKING kNEL SIDING ) INSULATION DING WRAP WEATHER BARRIER ING 7 I SEE A0.11 FOR ASSEMBLIES FC - GREY TO WHITE PANEL 3" = 1'-0" VINYL WINDOW SHEET VAPOR RETARDER BUILDING WRAP WEATHER WINDOW TRIM WORK BARRIER (STOOL, APRON, ETC.) COLD -FORMED METAL STUD 17y9_1►1aW'11111►to BUILDING WRAP TAPE FF-SAM FLASHING SHEET METAL FLASHING INSECT BAFFLE SHEET METAL REGLET SHEET METAL REGLET FLASHING FC PANEL SIDING SEALANT - PER MFR. FC TRIM / MOLDING TERMINATION BAR - PER SEALANT - PER MFR. MFR. TERMINATION BAR - PER MFR. SAM FLASHING SHEET METAL DRIP FLASHING EXTEND REGLET FLASHING BELOW PAVERS, TYPICAL TPO ROOFING TPO ROOFING CONCRETE PAVERS CONCRETE PAVERS PEDESTAL 4 PEDESTAL SEAM PLATE - PER MFR. SACRAFICIAL LAYER UNDER PEDESTAL HOT AIR WELD - PER MFR. Q HOT AIR WELD SACRAFICIAL LAYER UNDER CUT EDGE SEALANT PEDESTAL CUT EDGE SEALANT TI PERED RIGID INSULATION - SLOPE TO DRAIN COVER BOARD COVER BOARD TPO VAPOR RETARDER NAILERS TAPERED RIGID INSULATIONLIJ ., TPO VAPOR RETARDER w , U) Q 4 J_ Q .e °° e 4Q. d °44 4' ° d q4 SILL GASKET _A 4 4° ° ° 4, d° BUILDING WRAP WEATHER BARRIER e l 9° ° . °474. °e BUILDING WRAP TAPE TAPE o ° q a ° Q ° I .. ° g 4 °1 w w 4 °. d ° d° a , 4 .. VERTICAL METAL ZFURRING - J... m ° .. ... as d. .' 4 _ e 4.Q SEE ASSEMBLIES FOR DEPTH ° ° d a a d. W V1 4 4 ° °q de .. Vl LU J°4 °d II cmc d q 4° °.4. �' .I 9 G °° LU Q z d.' a ° 1 4 a. 4 N i i l BACKER ROD ° ° g ° d ee4q °8 @ FLOOR AND ROOF PLATES O d q e .. °:. Ad. ° ° i. ° ° d ,I,: 4 1� FIBER CEMENT TRIM / MULTIFLEALTERNATING e ° ° 4 o .d 4Qe 4 °. d4 °4 ° 4 �I MOLDING DIRECTION Z- FURRING m 4 A. .4:° ° ° e a �° 4 °4 oz o L U 4 4 4 1 O LEVEL L.. i ^^^11111Y SiY �(iY (i Y,`.: w — LL 1^ 1 1^ 1^> SHEET METAL FLASHING "' FIBERGLASS BATT 6 / A7.23 INSULATION (R30) - STICK w ACOUSTICAL MINERAL PINNED TO UNDERSIDE OF INSULATION (R49) SLAB. NOTE: EXTEND 5/8" GYPSUM, TYPE "C" ° e 4: ' CONDITIONED INTERIOR SPACE 4. ..- q d.° _°d. SEE A0.11 FOR EXTERIOR ASSEMBLIES 1 in ELEVATOR @COURTYARD I ki 3" = 1 '-0" INSULATION 3'-0" BEYOND INTERIOR CONDITIONED SPACE. SCRIM COAT STICK PIN NOTE: SEE WINDOW WRAP SHEET - A7.01, FOR ADDITIONAL INFROMATION NOT SHOWN IN THIS DETAIL V u Ei u 0 c u n c u u v 11 FC_PANEL @COURTYARD 01, 12 SEE A0.11 FOR EXTERIOR ASSEMBLIES FC PANEL @ WD TO WD 3" = 1 '-0" INSECT BAFFLEQ 4 SAM FLASHING FC PANEL SIDING TAPE SHEET VAPOR RETARDER 9281 a',� Of ►'iw _- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLl O 00 z V) 0 o 0 Z z O� >Q 0 � w 0 z z � o � OJ LU z O > v00 CD J CD o� O CD J o O O = Z N z W N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 .0 An UPPER WALL, SEE PLANS ASSEMBLED SADDLE FLASHING COMPONENTS OVER WEATHER BARRIER (2) LAYERS CONTINUOUS WEATHER BARRIER - (1) LAYER UNDER SADDLE FLASHING - (1) LAYER OVER SADDLE FLASHING LOWER WALL, SEE PLANS 1 g SADDLE FLASHING @LOWER/HIGHER WALL ABUTMENT I v 1 1 /2" = V-0" CONDIT SPACE Ln w m w Ln Q Q z 0 IV D= 0 1 Q 0 4 M Q w w U) CCC AO 11 C(1D CVTCDIOD CI MtATI(II`xIC SEE A0.11 FOR EXTERIOR ASSEMBLIES L. SEE A0.11 FOR EXTERIOR ASSEMBLIES L. SEE A0.11 FOR EXTERIOR ASSEMBLIES 1 () INSET WALL HEAD &SILL IV 3„ = 1'-0„ SEE A0.11 FOR EXTERIOR ASSEMBLIES FC LAP SIDING FF-SAM FLASHING VERTICAL P.T. FURRING STARTER STRIP BEET METAL FLASHING 6 / A7.23 \NELSIDING ad ° <. . ° ". d. d 4. ° °: VERTICAL Z FURRING - d ° ' a a° 2-1/2", MAY VARY -VERIFY WITH ASSEMBLY g a° g d a ° PROVIDE SLACK IN FOIL we.d J FACED SELF ADHERED co° d° $ a°< MEMBRANE AT ° ° a° d DEFLECTION JOINT z de SHEET METAL FLASHING °Q ° d 0 4 d 9 M Z Q w w COMPRESSIBLE MINERAL INSULATION BACKER ROD DEFLECTION HEAD WITH COMPRESSIBLE INSULATION BUILDING WRAP WEATHER BARRIER SUB -FRAMING THERMAL SPACER 2-1/2", MAY VARY, VERIFY WITH ASSEMBLY XPS INSULATION (R10) CONDITIONED INTERIOR LATION IS NOT REQUIRED AT LLS FC PANEL TO FC LAP SIDING @ � (a P.T. SLAB I mo/ 3" = 1'-0" BUILDING WRAP WEATHER BARRIER BOX BEAM / HEADER FF-SAM FLASHING INSECT BAFFLE FC TRIM / MOLDING SHEET METAL FLASHING 6 / A7.23 FC PANEL SIDING SLOPED SHIM MOISTURE RESISTANT SHEATHING TYPE "X" SUB -FRAMING THERMAL SPAC F 2-1 /2" DEPTH, VERIFY ASSEMBLY FF-SAM FLASHING VERTICAL Z- FURRING - 3-1 /2" (DEPTH MAY VARY, VERIFY WITH WALL ASSEMBLY) FIBER CEMENT TRIM / MOLDING SHEET METAL FLASHING 6 / A7.23 FC PANEL SIDING A — SUB -FRAMING THERMAL SPAC R PROVIDE SLACK IN FOIL FACED SELF ADHERED MEMBRANE AT DEFLECTION JOINT SHEET METAL FLASHING COMPRESSIBLE MINERAL INSULATION BACKER ROD DEFLECTION HEAD WITH COMPRESSIBLE INSULATION BUILDING WRAP WEATHER BARRIER — SUB -FRAMING THERMAL SPAC F -'F XPS INSULATION (R10) NOTE: AT UN -CONDITIONED INTERIOR SPACES, INSULATION IS NOT REQUIRED AT EXTERIOR WALLS SUB -FRAMING THERMAL SPACI F 2-1/2" (DEPTH MAY VARY, SEE A0.11 FOR EXTERIOR ASSEMBLIES VERIFY WITH WALL ASSEMBLY) 2 FC WHITE PANEL @ P.T. SLAB 0 3" = 1'-0" 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 m z LAI 00 Z z O v, 0 V LL 0 l7 z z LL 0 OJ LU LU 0. 0 0 z LU O V / > J ,o O_ C= 0 o O 2 Z z Q (V Q REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 EXTERIOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOWNIBER A7924 NOTE: 1. SEE A7.01 FOR WINDOW WRAP SEQUENCE (DOOR HEADS & JAMBS ARE THE SAME) 2. FIRE RETARDENT TREATED WOOD PER STRUCTURAL FLASHING PROFILE SEE A0.11 FOR EXTERIOR ASSEMBLIES � FC PANEL 2 @ H.M DOOR -HEAD ' 6" = 1 '-0" NOTE: 1. SEE A7.01 FOR WINDOW W (DOOR HEADS & JAMBS ARE T 2. FIRE RETARDENT TREATED STRUCTURAL 4 FC PANEL 2 @ H.M DOOR -JAMB . -'d .e .. a -d - - d_ e _ - _ _ d_ :d - ° d` _ A'd a _d ` 1 ,ee, -, a d. -4 da e e a ed d a d~ ff ¢, , e end_ _ ' _ � '° ^ d ° •a _ - - � p ^ ` 4 n - e Q e a e d'a I H.M DOOR @ SILL 6" = 1'-0" VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. BUILDING WRAP WEATHER BARRIER :.-. STRUCTURAL HEADER INSECT BAFFLE FILL WITH SPRAY FOAM F.C. MOLDING / TRIM N� METAL DOOR FRAME WITH FLANGE (STUCCO STOP) INSULATED METAL DOOR BUILDING WRAP WEATHER BARRIER BUILDING WRAP TAPE VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. HEAVY GUAGE SHEET METAL FOR FIBER CEMENT ATTACHMENT AT JA M B RETURN JOINT SEALANTS �JMu SEE A0.11 FOR EXTERIOR ASSEMBLIES A4 HM DOOR HEAD @ CMU L 6" = 1'-0" INSULATED METAL DOOR METAL DOOR FRAME, FILL VOID WITH SPRAY FOAM INSULATION SHEET METALTEE INSERTED INTO DOOR METAL FRAME AND BUILT INTO MORTAR JOINT METAL DOOR FRAME WITH m INTEGRAL FLANGE (STUCCO w STOP), FILL VOID WITH SPRAY Q FOAM o L u F ,. u 0 u IN v INSULATED METAL DOOR INSULATED METAL DOOR 10" ALUMINUM THRESHOLD SET IN CONT. FOAM TAPE. THRESHOLD TO MEETADA MAX. 1/2" HEIGHT CONCRETE FASTENER/ ANCHOR (PRE -DRILL IF NECESSARY) GALVANIZED SHEET METAL ANGLE OR FLASHING WITH UPTURNED LEG DOOR DRIP WITH INTEGRAL ASTRAGAL CONCRETE SIDEWALK g_—_—_—_—_— _—_—_—_ T_O FLOOR 4. 1/2" IS JOINT d, a , , p ed CONCRETE GARAGE WALL d i . _d a- SAM FLASHING TOOLED SEALANT TERMINATION BAR -WHERE WATERPROOFING OCCURS BENTONITE WATERPROOFING BENTONITE DRAINAGE PANEL 2-1/2" METAL CHANNEL STUD FOR GYP ATTAC H M E N T d ee Q g ed e� = a d ode-`, e d > . 4r a Y a. d ' e KXX KXX 00< 00< 00< a, ^ �d 5 HM DOORJAMB @ CMU -j VAPOR SEMI -PERMEABLE PAINT ON GYPUSM (AIR BARRIER) METAL BOX BEAM HEADER AT FURRING WALL CMU LINTEL HEADER METAL DOOR FRAME FILL VOID SPRAY FOAM INSULATION INSULATED METAL DOOR L BACKER ROD AND SEALANT METAL INSERT FOR EXPANSION BOLT EXPANSION BOLT HM DOO 6" = 1'-0" VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. QFF-SAM FLASHING BUILDING WRAP TAPE BUILDING WRAP WEATHER SEE A0.1I FOR EXTERIOR ASSEMBLIES R HEAD @CONCRETE HM DOO 61' = 1 '-0" a 9 b ad dd e f f=.a n¢ j4 d_ ` '9 a d. _ d a; e' abe- ` f :. de- ae-d d a- -'a p ve• - a . 4. . d_�- R JAMB @CONCRETE BUILDING WRAP WEATHER BARRIER Q BUILDING WRAP TAPE FF-SAM FLASHING VERTICAL METAL FURRING. VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. SHEET METAL FLASHING Q 4 STARTER STRIP FC LAP SIDING SACKER ROD AND SEALANT METAL DOOR FRAME, FILL VOID WITH GROUT INSULATED METAL DOOR FIBER CEMENT SIDING (FC) F.C. TRIM / MOLDING SHEET METAL FLASHING BACKER ROD AND SEALANT METAL INSERT FOR EXPANSION BOLT EXPANSION BOLT METAL DOOR FRAME, FILL VOID WITH GROUT 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC 0 00 z V) O Z z O `_ > ^ I/ V W 0 0 z z LL O OJ o O z O C) o O� O CD J o O = O Z N z N Q "' D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DOOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SEE A0.11 FOR EXTERIOR ASSEMBLIES NOTE: 1. SEE A7.01 FOR WINDOW WRAP SEQUENCE (DOOR HEADS & JAMBS ARE THE SAME) 2. FIRE RETARDENT TREATED WOOD PER STRUCTURAL FC PANEL SIDING - BUILDING WRAP WEATHER QBARRIER FF-SAM FLASHING FF-SAM FLASHING --QSHEET METAL FLASHING 4 FF SAM FLASHING Q SUB -FRAMING THERMAL SPACER VERIFY FURRING WITH ASSEMBLIES. FURRING TYPE AND DEPTH WILL VARY. 4 - BUILDING WRAP TAPE ROUGH OPENING INSECT BAFFLE FC PANEL @HOLLOW METAL DOOR -HEAD 6" = 1'-0" METAL DOOR FRAME WITH FLANGE (STUCCO STOP) SHEET VAPOR RETARDER SPRAY FOAM INSULATION SPRAY FOAM INSULATION SHEET VAPOR RETARDER HOLLOW METAL DOOR FRAME 0 J W m J n HOLLOW METAL DOOR - SHEET METAL FLASHING RIGID INSULATION - ISO BUILDING WRAP WEATHER BARRIER (� FC PANEL @HOLLOW METAL DOOR -JAMB .J = 1 ' 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z V) 0 o 0 Z z O � Q 0 � w 0 z z LL O OJ o O z 0 > v J O� O o O Z N Q � z N Q REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 HOLLOW METAL DOOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOMM'BER h A7.42 9281 � ►'Ifs — 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 (V O 00 M z LAI 0 Z z O Ln 0 V w o z z LL O OJ o O 0 z O ; �00 J C) 8 O� O N O O � I— = O � Z N z Of � QN aws REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 5 02.28.22 IFC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 VINYL WINDOW/ DOOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEOWNIBER ALUMINUM DOOR EALANT O THRESHOLD - ADA COMPLIANT (BEVELED 1:2 MAX. SLOPE) SET IN BED OF SEALANT FF-SAM FLASHING zz - EXTEND UP 3" AT JAMBS FLUID -APPLIED WEATHER 4 BARRIER JOINT FILLER a a I MATCH DEPTH OF SIDEWALK e I "_q° as ' d ° CONCRETE SIDEWALK ,=d I CONCRETE SLAB III STOREFRONT @METAL FRAME -HEAD 6" = 1 '-0" NOTE: Q STOREFRONT @METAL FRAME -JAMB STOREFRONT @METAL FRAME -SILL 6" = 1 '-0" A 3" BLOCKING, EVERY 2'-0" SHEET VAPOR RETARDE III 1 1 7 STOREFRONT THRESHOLD @CONCRETE 1Q 6" = 1'-0" J 4 a - a> d IF STOREFRONT @CONCRETE SILL 6" = 1 '-0" 3HEETVAPOR RETARDER 5° HEM COLD -FORMED METAL STUD FC PANEL SIDING 4 RIGID INSULATION SHEET METAL FLASHING SEALANT DEFELECTION HEAD ALUMINUM STOREFRONT FRAMING FC PANEL SIDING Q 4 RIGID INSULATION STAINLESS STEEL METAL FLASHING SAM FLASHING ALUMINUM STOREFRONT FRAMING SHEET VAPOR RETARDER SEALANT ALIGN WITH FACE OF CLADDING SEALANT FF-SAM FLASHING STAINLESS STEEL METAL FLASHING 21 /2". Ill. r-------- -----I FC PANEL SIDING Q 4 RIGID INSULATION COLD FORMED METAL STUD FRAMING 1 /2":12" SLOPE J� �45° HEM SHEET VAPOR RETARDER SEALANT STOREFRONT FOAMED -IN -PLACE INSULATION INSECT BAFFLE STAINLESS STEEL METAL FLASHING - END DAMS BEYOND i Q 4 BENTONITE WATERPROOFING TO FRONT OF THERMAL BREAK SPRING r �i LOADED HEM Ln - , - - TOOLED SEALANT PER_MFR. � TERMINATION BAR \ JOINT FILLER SIDEWALK ° . °d d. 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 0 Z z O >Q 0 � w 0 z z LL o OJ LU LU Q� p z O > v00 CD 8 O� O CD J o o = O Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STOREFRONT DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET-WMBER BLOCKING AS REQUIRED BUILDING WRAP WEATHER BARRIER 1X4 FURRING FIBER CEMENT REFER TO PLANS FOR WALL ASSEMBLY BUILDING WRAP WEATHER BARRIER li FF SAM SS FLASHING I i INSECT BAFkLE i SEALANT 4 ALUMINUM SLEEVE K'7�5'- M ETAL ANGLE 1-1/2" ALUMINUM TOP RAIL - - SEALANT ALUMINUM RAILING _ I h =1 , 4" 4" MAX L MAX, TYP 1 ALUMINUM RAILING @ EXT. FC ' 3" = V-0" SEE A0.11 FOR WALL ASSEMBLIES BUILDING WRAP WEATHER BARRIER METAL Z FURRING INSECT BAFFLE ,I I' 2-PIECE STAINLESS STEEL COUNTER FLASHING P.T. SLAB STEP - SEE SLAB PLAN METAL FLASHING SET IN MFR. SEALANT / PASTE SILL GASKET I DECK COATINGS LEVEL 2 FINISHED FLOOR FF-SAM FLASHING a d g.. I. .. ;�"}* TOPPING SLAB SLOPED TO .. a m a a4. a r�' �-;.• DRAIN w Z .. 4 . W a * ' da N .. ad V1 d . m <. .. ` d d ..4. ° 444 �d .. P.T. SLAB w 4° . d. p a Vl da a ° d . a .. ° d EXTEND INSULATION V-0", BEYOND EXTERIOR . ° ¢ °. ;da ° ° ° p 4_ a °.. a A . . A N 4 O 4 4 d. a d' d ^ a o a a a a a' d d °d. w IIIE , 4 A". A. a EXTERIOR WALL @ P.T. BALCONY SLAB .J 3" = V-0" EL 2 TOP OF PLYW( w m Ln Q z O N_ Of O O m 0 w w Ln 2 DECK DETAIL 0 3" = 1 '-0" RIGID INSULATION (R49 MIN.) STICK PIN BUILDING WRAP WEATHER BARRIER FF-SAM FLASHING INSECT BAFFLE SHEET METAL FLASHING DRIP FLASHING FRT DECKING FRT 2x JOISTS GLB - SEE STRUCTURAL HANGERS, FASTEN THROUGH FLASHING AND CAP SEAL FASTENERS WITH LIQUID MEMBRANE CLOSED CELL SPRAY FOAM SHEET METAL FLASHING FF-SAM FLASHING SHEET METAL FLASHING F.C. TRIM / MOLDING ALUMINUM GUARDRAIL POST. INSTALL OVER STANCHION WITH NYLON SHIMS GROUT FILLED STEEL STANCHION WITH WEEP HOLES ABOVE GROUT CONCRETE TOPPING, SLOPED TO SHED 1/4" : 12" EMBEDDED STEEL PLATE P.T. SLAB INSULATION STICK PIN I � I I I I I I I I I I I I I SHEET VAPOR RETARDER DROPPED METAL FRAMED — I CEILING I I I I I I SEE A0.11 FOR EXTERIOR ASSEMBLIES FASTEN GUARDRAIL POST TO STANCHION WITH NYLON SHIMS INBETWEEN POST AND STANCHION. DECK COATINGS DECK COATINGS TO EXTEND UP AND AROUND STEEL STANCHION SHEET METAL FLASHING SHEAR STUD FF-SAM FLASHING CONCRETE COMPATIBLE SUB -FRAMING THERMAL SPACE SHEET METAL FLASHING — SUB -FRAMING THERMAL SPACE DO NOT FASTEN TO DEFLECTION HEAD MOISTURE RESISTANT SHEATHING DO NOT FASTEN TO DEFLECTION HEAD BUILDING WRAP WEATHER BARRIER 1 n EDGE CONDITION AT P.T. BALCONY ' v 3" = 1 '-0" SEALANT BED ADHERE COMPOSITE DECKING TO SS CAI FLASHIN( FRT DECKIN( FRT 2x JOIST' HANGERS, FASTEN THROUGF SS FLASHING AND CAP SEAI FASTENERS WITH LIQUIE MEMBRANI GUARD RAIL - PER kL. CAP SEAL LAG i LIQUID PLATE KNIFE PLATE STEEL METAL NG 11NATED BEAM 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 M z to 0 0 0 Z z O � Q w o 0 z z LL O OJ o O z 0 > v00 J CD e O� N O CD J o 0 = O Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 A 08.20.21 City Comments #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 BALCONY & DECK DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEETWUMBER w J m w Q O M O Q w w N 3 24 X 24 PAVERS PEDESTAL SEAM PLATE - PER MFR. PEDESTAL BASE PAD HOT AIR WELD - PER MFR. CUT EDGE SEALANT PLYWOOD, SLOPED VERMICULITE, FILL CAVITY Ln w m w Uq Uq of O M O Q W W N BUILDING WRAP WEATHER BARRIER FF-SAM FLASHING BUILDING WRAP TAPE COLD -FORMED METAL STUD FC PANEL SIDING INSECT BAFFLE SHEET METAL FLASHING SEALANT- PER MFR. TERMINATION BAR - PER MFR. JOIST - SEE STRUCTURAL FOAM -IN -PLACE INSULATION BACKER ROD & FIRE CAULK EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF ROOF SHEATHING ROOF -PARAPET @ 6TH DECK 3" = 1'-0" SEE ASSEMBLIES 2X WOOD OVERFRAMING - RIP TO PROVIDE SLOPE SPRAY FOAM INSULATION 9281 a',� Of ►'iw - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck IIIIBECK & ASSOCIATES, PLLC N O 00 M z V) 0 o 0 Z z O� >Q 0 � W 0 z z L.L O OJ LU LU Q� p z O > v00 CD 8 O� O CD J o O = O Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 6TH FLOOR DECK DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET-WMBER QFF An 11 C(1D GYTGDI(1D AQURAR1 IGC 17 45° BEND Ln BUILDING WRAP WEATHER BARRIER BUILDING WRAP TAPE NAILER (BLOCKING) FF-SAM FLASHING INSECT BAFFLE SHEET METAL REGLET FLASHING SHEET METAL DRIP FLASHING SEALANT - PER MFR. TERMINATION BAR - PER MFR. )F HATCH )F HATCH GASKET Q LANT ROOFING TENER ET METAL JNTER-FLASHING SHEATHING JLATED ROOF tB ASSEMBLY ' MR GYPSUM AT TPO '� WOOD NAILER TPO ROO MEMBRANE - FOR �� - LEVEL BASE FOR CURB COMPATIBILITY. ADD OVER TOP OF PLYWOOD IF SHEAR WALL. ALIGN BEND WITH FACE OF CLADDING VERIFY 01 10 45° BEND—/ � TPO -WALL ABOVE V3" = 1'-0" TPO ROOF MEMBRANE FLASHING MR GYPSUM FASTENER PLATE TPO ROOFING HOT AIR WELD CUT EDGE SEALANT 2X NAILERS POLYISO INSULATION (R38c.i.) TPO VAPOR RETARDER PLYWOOD SHEATHING TPO BASE OF PARAPET WALL 1 1 DETAIL I ' 3" = 1'-0" 0 =7 TPO -ROOF HATCH 3" = 1'-0" r 1 Vapor retarder SEALANT SHEET METAL FLASHING TPO ROOFING INSECT BAFFLE HT-SAM FLASHING VERTICAL Z FURRING - 3-1 /2", DEPTH MAY VARY - VERIFY WITH ASSEMBLIES BATT INSULATION Q4 PREFABRICATED TRUSS WITH INTEGRAL PARAPET PREFABRICATED TRUSS BLOCKING PANEL, AS REQUIRED BUILDING WRAP WEATHER BARRIER FC PANEL SIDING LU W Ln m W Ln Q W W h TOP OF PARAPET SEE ASSEMBLIES Q TPO -PARAPET V3" = 1'-0" PRESSURE TREATED WOOD FRAMING - COPING PLATES -ALIGN WITH FACE OF CLADDING HT-SAM FLASHING SHEET METAL CLEAT - CONTINUOUS SHEET METAL COPING ROOF DRAIN PAN (VERIFY SIZE W/ MFR) ROOF OVERFLOW T-4" DRAIN ROOF DRAIN 10" 1' - 8" 10" INSECT BAFFLE ROOF DRAIN - PLAN VERTICAL FURRING 4 1 1/2" V-0" apor retarder RESSURE TREATED PLYWOC %TT INSULATION v Al 45° BENE _NVT1/2":12" SLOPE I' 1"45° BEND ROOF HATCH ROOF CC OR MR G RUNGS REQUIRE ROOF CURB ASSEMBLY - SEE ROOF DETAIL 7/A7.91 V) LU STEEL LADDER 00 - EXTEND TO TOP OF ROOF Ln HATCH OPENING, SEE DETAIL w V) FACE OF WALL BLOCKING ROOF LADDER @ROOF HATCH ' J 1 1 /2" = 1 '-0" Q TPO -HOT FLUE J 1 1 /2" = 1 '-0" TPO14 - 1 1 /2" = 1 '-0" PAVERS ADJUSTABLE PEDESTAL ° °° Q < "- d .. FF-SAM FLASHING 1/4„/ 12 — 1/4" / 12" TPO ROOFING d ° COVER BOARD - a- ° -"- °' TPO VAPOR RETARDER I n - °4 - d ° - 11 4 FC TRIM / MOLDING o ROOF DRAIN < O - d, SHEET METAL FLASHING o=c a a = ;° - a o _ de a d e d a- m _yyy 0 w ul BACKER ROD INSULATIONQ 4 SCRIM COAT 1 =7 ROOF PARAPET, TYPICAL ' , 3" = 1'-0" � Q DRAIN @COURTYARD ' V 1 1 /2" = 1 '-0" WOOD CURB HOT FLUE -SEE MECHANICAL JOINT SEALANTS A GALVANIZED DRAW BAND WOOD BLOCKING Tpo cap sheet Base sheet Vapor retarder 3" 3" _�%i HVAC EQUIPMENT - SEE MECHANICAL SHEET METAL COPING HIGH -TEMPERATURE SHEATHING HT-SAM FLASHING EXTENSION AT OVERFLOW DRAIN ONLY 2" DEEP SUMP TPO ROOFINGG PRESSURE TREATED WOOD FRAMING REFER TO PLUMBING FOR DRAIN SIZE DECK CLAMP FOAMED -IN -PLACE INSULATION 2 INCHES THICK INSULATE TOP 5-0" MINIMUM OF ROOF DRAIN PIPE AND OVERFLOW PIPE WITH VAPOR RETARDER SCRIM - SEE PLUMBING Clk TPO -ROOF +OVERFLOW DRAIN J 1 1 /2" = 1 '-0" 45° BEND � n FLASHING PROFILE ' v 6" = 1'-0" PRESSURE TREATED WOOD FRAMING REFER TO PLUMBING FOR PIPE SIZES PLYWOOD - COORDINATE WITH STRUCTURAL :I[el:d��► TPO ROOFING L 10" L 1"45°BEND PRESSURE TREATED WOOD FRAMING AS REQUIRED TO ALIGN WITH INSULATION WOOD BEAM - SEE STRUCTURAL 45° BEND HVAC EQUIPMENT SEALANT - 2" DOWN -LEG ALL SIDES 'IN CONTINUOUS BED OF -'SET IN CONTINUOUS BED / SEALANT OF SEALANT INSULATED ROOF CURB i T - IN CONTINUOUS BED OF MECHANICAL DUCT I SEALANT -'SET IN CONTINUOUS BED OF SEALANT SHEET METAL COUNTER -FLASHING 6 SHEET METAL FLASHING TOP OF CURB IN CONTINUOUS BED OF SEALANT SEALANT N HT-SAM FLASHING FASTENER I - EXTEND BASE PLY 2 INCHES SHEET METAL 450 BEND BEHIND SAM COUNTER -FLASHING ' 3 �. BLOCKING FOR FOR FASTENING & 00 TPO ROOFING 4 ; MEMBRANE TERMINATIONS HIGH -TEMPERATURE SHEATHING N I �' I A7.91 �I FIBERGLASS BATT INSULATION w 5/8 INCH GYPSUM o m WALLBOARD-X INSULATED ROOF CURB ASSEMBLY - TWO LAYERS ul WOOD NAILER ,a HIGH -TEMPERATURE SHEATHING LU -LEVEL BASE FOR CURB UV I- - - VAPOR REDARDER Vapor retarder 450 BEND WOOD BLOCKING 19 TPO - INSULATED CURB TPO - FAN CURB DETAIL 1 1 /2" = 1'-0" 20 1 1 /2" = 1'-0" L/ LL L/ a u 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC O (V O 00 M z 0 L7 Z z O 0 V W 0 z z L.L 0 z O � J o 0 z O �00 W J 8 O� O N 0 o � Oo Z CD N z a� o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ROOF DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 Ln z 0 Q w w Ln 1" HEM, 2" BELOW WATER PLANE m 3" SHEET METAL GUTTER TPO ROOFING SHEET METAL FLASHING SHEET METAL CLEAT - INTERMITTENT o w 0 m w z p 0 SHEET METAL GUTTER w J m INSECT BAFFLE N w u) HT-SAM FLASHING PRESSURE TREATED WOOD FRAMING - AS REQUIRED TO ALIGN WITH INSULATION BUILDING WRAP WEATHER BARRIER Vapor retarder 45° 1/2" UPTURN m 45° BEND SHEET METAL CLEAT / 211 / Ln SEE ASSEMBLIES 4" TPO ROOFING SHEET METAL FASCIA SHEET METAL CLEAT CONTINUOUS INSECT BAFFLE PRESSURE TREATED WOOD ' FRAMING /2„ SAS REQUIRED TO ALIGN WITH INSULATION HT-SAM FLASHING Vapor retarder SHEET VAPOR RETARD GYPSUM WALLBOAI GYPSUM WALLBOAI ID\ w J m w Ln Q Of 0 M 0 Q w Lq u, w m w Ln �I Q LU ME a�o��srr r �•� t �:� TPO - GUTTER TPO - ELEVATOR ROOF EDGE SHED ROOF @ STEEL BEAM CONNECTION CMU @ METAL DECK ROOF - HEAD 3" = 1'-01, 2 3" = 1'-01, 4 3" = 1'-01, 5 3" = 1'-0" I� ' _ I I - ' I i - A- — - . - . ---- - J� -1 it - I li TPO ROOFING it _ li _J --------- Ln W J - m � W Ln W Lu Ln I SEE ASSEMBLIES ior SHEET METAL COPING PRESSURE TREATED WOOD FRAMING - COPING PLATES �—SHEET METAL CLEAT - CONTINUOUS INSECT BAFFLE BUILDING WRAP WEATHER BARRIER HT-SAM FLASHING �VERTICALZ FURRING ' - PER ASSEMBLIES I 6 I A7.91 I I A BATT INSULATION `� 450 BEND 1 '-2" 1N_171/2":12" SLOPE `^ " 450 BEND TPO -PARAPET BETWEEN ROOFS I3" = 1'-0" Ln z O Q w w Ln SEE A0.11 FOR ASSEMBLIES 17 DEMISING WA 1 1 /2" = 1 '-0" Ln co Lu w u) Q O m Q w Ln PERPENDICULAR TO TRUSS TPO ROOFING PLYWOOD FLOOR SHEATHING GID INSULATION - ISO 10 VAPOR RETARDER WOOD TRUSS W/ INTEGRATED PARAPET INERAL WOOL FIBERBOARD RE BLOCKING, DR CONTINUOUS 2 HOUR RE RATING 1-HOUR RATED ASSEMBLY 2-HOUR RATED ASSEMBLY 0 ROOFING YWOOD FLOOR SHEATHING GID INSULATION - ISO 10 VAPOR RETARDER WOOD TRUSS W/ INTEGRATED PARAPET EXTEND GYPSUM WALLBOARD TO UNDERSIDE OF ROOF SHEATHING 1-HOUR RATED ASSEMBLY 2-HOUR RATED ASSEMBLY 2-HR FIRE BARRIER @ROOF LL @ROOF 1 Q TRUSS ' v 1 1 /2" = 1 '-0" Lu J m U) w w SEE ASSEMBLIES 1 Q SHED ROOF EAVE -SECTION ' J 3" = 1'-0" T90 ROOFING OISTURE RESISTANT SHEATHING IINERAL WOOL FIRE SAFING MATERIAL ZOMPRESSION PACK TO FILL VOID FEEL DECK SEE STRUCTURAL IEET METAL FLASHING 3/4"HEM ON1" RETURN IEET METAL GUTTER ENT PLATE SEE STRUCTURAL PRAY APPLIED FIREPROOF MATERIAL 1/2" STEEL PLATE - SEE STRUCTURAL ANCHOR BOLT SEE STRUCTURAL HSS BEYOND -SEE STRUCTURAL T ROOFING AM FLASHING =T METAL FLASHING OCKING INSULATION - ISO DOD FLOOR SHEATHING Q 4 TTED INCH GYPSUM WALLBOARD-X ANG WRAP WEATHER BARRIER :LASHING I—, CEMENT SOFFIT BOARD 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck IIIIBECK & ASSOCIATES, PLLC O (V O 00 M z V� 00 Z z O 0 V W 0 z z LL 0 OJ o 0 z O �00 C) J O O O N O � 0 0 Z CD N z � QN aws REVISION DATE REASON FOR ISSUE 2 07.6.21 Addendum #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 ROOF DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 • GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEETA0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR 1 2 3 O4 5 6 7 8 9 10 12 13 SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OFACOUSTICAL CEILING TILES 14'-41/2" 6'-2" 13'-0" 18'-6" 23'-31/2" 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. LEVEL P1 - RCP 1 /8" = 1'-0" RCP LEGEND LIGHTING SEMI -FLUSH - RESIDENT O 2X2 DIRECT/INDIRECT CORRIDOR PENDANT LINEAR SEMI -FLUSH PENDANT LINEAR a CHANDELIER PENDANT- MEDIUM PENDANT O SEMI -FLUSH PENDANT -SPHERE O PENDANT - SMALL SUSPENDED CURTAIN TRACK -SALON PENDANT - EXTRA SLIM O PENDANT - GLASS O 4 RECESSED DOWNLIGHT❑ LINEAR WALL WASHER 0 UNDER CABINET LINEAR COVE LIGHTING — — — WALL SCONCE I VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE d , TYPE (CLEAN ROOM) a ; AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING ` BOARD INSULATION OPEN TO STRUCTURE T & G SIDIN G FIRE RATED GYP, PAINTED IF] 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) Ob M z to 0 0 Z z O U) W 0 0 z z LL O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL P1 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SH EE7TUM BER IIW�� A8o00 EXPOSED CONCRETE @ PARKING GARAGE TO BE PAINTED BLACK 1 LEVEL 1 -RCP ' 1/8" = 1'-0" KEY NOTES OCENTER OVER COUNTER 2O CENTER OVER MAILBOXES GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROLJOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING SEMI -FLUSH - RESIDENT O 2X2 DIRECT/INDIRECT CORRIDOR PENDANT LINEAR SEMI -FLUSH PENDANT LINEAR a CHANDELIER PENDANT- MEDIUM PENDANT O SEMI -FLUSH PENDANT -SPHERE O PENDANT - SMALL SUSPENDED CURTAIN TRACK -SALON PENDANT - EXTRA SLIM O PENDANT - GLASS O 4 RECESSED DOWNLIGHT LINEAR WALL WASHER 0 UNDER CABINET LINEAR COVE LIGHTING — — — WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING ` BOARD INSULATION OPEN TO STRUCTURE T & G SIDIN G FIRE RATED GYP, PAINTED 9281 OF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z to 0 0 Z z O U) W 0 0 z z LL O O o O z LU00 O > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A8o0l GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, 1 2O 3 4 5 6 O 8 9 10 12 13 SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 14'-41/2" 6'-2" 13'-0" 18'-6" 23'-31/2" 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" 23'-7" 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. C 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. 41 RCP LEGEND T Ln O O LIGHTING 2X2 DIRECT/INDIRECT PENDANT LINEAR PENDANT LINEAR PENDANT- MEDIUM PENDANT PENDANT -SPHERE PENDANT - SMALL PENDANT - EXTRA SLIM PENDANT - GLASS RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE I I I I I I I I I I I T & G SIDING FIRE RATED GYP, PAINTED LEVEL 2 1 /8" = 1'-0" SEMI -FLUSH - RESIDENT O EJ CORRIDOR SEMI -FLUSH CHANDELIER OSEMI -FLUSH O SUSPENDED CURTAIN TRACK -SALON O 0 4 0 0 �i 81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) W 0 0 z z LL O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A8eO2 n n GENERAL NOTES io REFLECTED CEILING PLANS V D V 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, 1 2O 3 4 5 6 O 8 9 10 12 13 SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 14'-41/2" 6'-2" 13'-0" 18'-6" 23'-31/2" 28'-6" 27'-31/2" 13'-83/4" 9'-53/4" 23'-7" 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. Q17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND -.. ....-.. ."-. -.-- .. ,..--. _- ... ....' - -.- - . 5! •- - • rye• T Ln i■■■m■■N o ■■Iloom OMNI all I I■■■I■■E■E-�. ��i�■1■■■■■■■■■■I■ ��■■■■i��• : ��•�rlrrliMOMENI■■■■■■■■■■■ — ��■■■■I■■■■■I■■■■■■■■■■■� - I■ ■■■ „ ■■�■■■■ ■■■ ■■■ ■ ■■■■■■■■■■■ ■■__� ■■■ ■■■■■■■■■■■■■ ■■■■■ o ■■■■■■■I■■■■■■■■■■il II ® . LEVEL 2 1 /8" = 1'-0" LIGHTING 2X2 DIRECT/INDIRECT PENDANT LINEAR PENDANT LINEAR PENDANT- MEDIUM PENDANT PENDANT -SPHERE PENDANT - SMALL PENDANT - EXTRA SLIM PENDANT - GLASS RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED SEMI -FLUSH - RESIDENT O EJ CORRIDOR SEMI -FLUSH IF CHANDELIER OSEMI -FLUSH O SUSPENDED CURTAIN TRACK -SALON O 0 4 0 0 9281 OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 N CD 00 z to 0 o Z z O I.0 0 0 z z LL o O o o z O LU00 > J o O N oCD J _ o CD o Z N z Q REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 1 2 3 4 5 O 7 8 9 10 12 13 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROLJOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. A RCP LEGEND N -O 1 LEVEL 3 -RCP ' 1/8" = 1'-0" LIGHTING 2X2 DIRECT/INDIRECT PENDANT LINEAR PENDANT LINEAR PENDANT- MEDIUM PENDANT PENDANT -SPHERE PENDANT - SMALL PENDANT - EXTRA SLIM PENDANT - GLASS RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE ACT-3 ACOUSTIC CEILING TILE TYPE (CLEAN ROOM) AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDIN G FIRE RATED GYP, PAINTED SEMI -FLUSH - RESIDENT CORRIDOR SEMI -FLUSH a CHANDELIER OSEMI -FLUSH O SUSPENDED CURTAIN TRACK -SALON O O ❑O a O 9281 let to - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) W 0 0 z z LL O O o O z LU00 O > J o N O oCD J o O co CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 • FIRE RATED GYP, PAINTED 1 LEVEL 4 -RCP I 1 /8" = 1'-0" 9281 ;'r011 �; dVd OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N C) 00 M z to 0 0 Z z O U) w o 0 z z LL o OJ o o z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A8eO4 i r V V D GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH O 2 3 O 5 O 7 8 O 10 12 13 GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER 0FACOUSTICAL CEILING TILES 14' 41/2" 6 2i1 13' 0" 18' 6" 23' 31/2" 28' 6" 27' 31/2" 13 83/4i( 9 53/4" 23' 7" EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. C 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOW WHETHER INDICATED ON THE DRAWI SHOWN, REVIEW WITH R A ARCHITECT PRIOR TO INSTALLATION , ' •:`>-° - ,,''•'- ,',''` ; . ` •:. ,.' ' •, ),' " ,_ ,``,''` ;`:.','<''; ,''' 14 TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE .. .. 15 REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS a .t` 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE UNLESS , NOTED OTHERWISE > 2 ; v _ , 17. WALL MOUNTED SCONES TO BE PROTRUDED 4 MAX. FROM WALL FINIS UNLESS NOTED OTHERWISE. 7777 - n , $ 5 r _ 512 ,_ , t ` R C P LEGEND „ ` ; , , _ G Q : \ t, M LIGHTING LIa a 'S J { SEMI -FLUSH -RESIDENT a (*[ 2X2 DIRE T/INDIRE T CORRIDOR O J: , C C CO O O IL , .` c '. ...: , _ , _ _ , _ •mot , - Y rt „ , ,r n' v s ' , ,, PENDANT LINEAR SEMI FLUSH t , _.; _r „ , , , • , t , RI _ - O O - 7' fV I •1{ PENDANT LINEAR 00 a a. „ O o 0 o O ® ® ® _ 11 09 ` 8' - 2„ CHANDELIER _ PENDANT -MEDIUM S O R. <- • Y"^ { •�J N EF. , \ `S r' ` _ (` n 11t , —IF " a -j , 5005 ( o �r a A% w b ) , , , ,y _ PENDANT 8 0 O _. . , . , _..: _ _,. • _ . E O SEMI FLUSH , , . 8 , , , i k[PENDANT-SPHERE L , ' , , „ ,a. , , . ... a , .. ... _ PENDANT -SMALL TAIN SUSPENDED CUR .:.' ... � . - • • ' TRACK SALON 513 _,� 1..,.. _ Q ........ C7. IDF 1 _ I; 04 ,, PENDANT EXTRA SLIM �: 'I L�B E D IV C ELE /IDF 8'-0" �F A 2 4 523 80" N .. '., ,. PENDANT LA r,, 5002 GLASS ' 0 a, A2 L , F52�y ! M — •=4RECESSED DOWNLIGHT TRASHFS � J a s. LINEAR WALL WASHER 0 0 O `I L 1:` A - 7'-10" sa3 7 10 " UNDER CABINET LINEAR , �(r /R' S , " a r , [° 0 G COVE LIGHTING O {ten , , rr WALL SCONCE ,a , J ` , _ G LI VANITY HT • 3 - , I N IL Bl' 1 L-Ei5 w J`O N C N it �} CEILINGS 0 STAIR - 1 ACT 1 24"X24" ACOUSTICAL ST1 05 L 62 - CEILING TILE TYPE 1 { 2. STA 1-0 t H - O , a , ST2 05. Y/ 8 2 I 7' 10° O RI DOR g, w 7' 10" o O O ACT-3 ACOUSTIC CEILING TILE o TYPE (CLEAN ROOM) 1F _7� 1 z q' E E K T Q Q I I I I I I I I I I I I 1 LEVEL 5 —RCP ' 1 /81' = 1'-01, AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING - WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING BOARD INSULATION OPEN TO STRUCTURE T & G SIDIN G FIRE RATED GYP, PAINTED 9281 w__ OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 C O ANKROM MOISAN ARCHITECTS INC. REVIEWED February 11 2022 Reviewed b DBeck y BECK & ASSOCIATES PLLC N MO w M z V) O 0 V Z z U) CO2 G vi W 0 0 z z L.L O O � LU O z O ; �00 o O � O N 0 N N J o I J co CD Z N z w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 5 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A8o05 O 2 O O 14'-41/2" 1 6'-2" 13'-0" 5 6 7 8 O 10 i 23' - 31 /2" 28'-6" 27' - 31 /2" 13'- 8 3/4" 9' - 5 3/4" 23' - 7" 13 ... . .per.=.. .==_ •�.�. _._ .�� --__T , .. ■Ii I I■■■■■■■■■■■■I� MIME ------------ I I ■ MIMME ••` ii� MIMI oo. ■ w w i ■■■■■Nmi�■■■■ ..: I■ I■ �I _ II i LI - U U -- NIEMEN v IINIMME I■■■■■■■■■■■■ i;:`•iiiiiiiiii:'•iia:`•iia. . . :,ei:•fee•:eii:eaa:•ii:`•iiiiiiii I I 1 I.I �_■■-1 �■■iiii■■�I i■�IN i■■■■■■ ..... III O O o O SIM Iwo iwaqmmm� .— Sim ' C•CII ' ■■■ w � MEN - . 1 i • yi 1 w ii _,■ _ �--._ .��-.-.. .�. .�--- - - - --i . � � L� III �1.�1f � • • , I I .iu ■ ■■INN ■� I - r' ■■■ I I�LE 7� ■0■ ■■■ I t� '�7. ■■■ I Ilil �; II loom ■■■ - II i■■■ ■■■INN NNo o MEN ■■■ I ■■■ I I II ■■■ I' .'i u ■ • ■- i IMENCI I ...INN ■il No • � - I III � I s i Ill � ®�� I�_-_11=_-�-_11=_-_=__11=_� � �■■■■■■■■■■■■■■■1 I■■■I■■W■■■■■■11■■■■NONE ■I■ ■- ��■■■1� • ■■■■■■tom■■I�11■��■■■■■■ ■_-■■■■I■■■■■I■■■■■■■■■■■1 - ■-_�-_.i'ri, Ii,�i it ii,� MINIM■i,'■i,� i1.i,■ ■ I- . I i 'i i `• D V D O i li .' 1 I■ I I I I I I I I I I I I 1 LEVEL 6 -RCP ' 1 /8" = 1'-0" To GENERAL NOTES REFLECTED CEILING PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. ADJUST LIGHT GAUGE METAL FRAMING SIZE, GAUGE AND SPACING AT SOFFITS AND CEILINGS TO MEET MANUFACTURER'S PUBLISHED SPAN TABLES, SPECIFIED DEFLECTION CRITERIA, AND TO SUPPORT BOTH GRAVITY AND LATERAL LOADS. 3. CEILING AND SOFFIT HEIGHTS ARE MEASURED VERTICALLY FROM THE FINISHED FACE OF CEILING OR SOFFIT TO FLOOR LEVEL, UNLESS NOTED OTHERWISE. 4. LOCATE SPRINKLER HEADS, HVAC GRILLS, TRIM, SMOKE DETECTORS, DAS ANTENNAS, RECESSED LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES IN THE CENTER OF ACOUSTICAL CEILING TILES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 5. ALIGN HVAC GRILLS, DIFFUSERS AND OTHER TRIM WITH SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS AND OTHER CEILING MOUNTED DEVICES EXCEPT AS SPECIFICALLY NOTED OR SHOWN. 6. CENTER LUMINAIRES (OR GROUPS OF LUMINAIRES) WITHIN THE ROOM OR SPACE, AND CENTER FIXTURES WITHIN CEILING TILE PANELS, UNLESS DIMENSIONED OTHERWISE. 7. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD SOFFITS AND CEILINGS AS INDICATED, OR AT MAX 30' ON CENTER EACH WAY IF NOT INDICATED. 8. REFER TO MECHANICAL DRAWINGS FOR VENTING AND DUCTING LOCATIONS. 9. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURES TYPES, LIGHTING SWITCHING LOCATIONS, LOW VOLTAGE DESIGN, AND RECEPTACLE LOCATIONS. 10. FIRE STOP ALL PENETRATIONS THROUGH RATED WALLS AND CEILINGS. PROVIDE FIRE DAMPERS AND/OR FIRE SMOKE DAMPERS AT OPENINGS. REFER TO MECHANICAL DRAWINGS. 11. PROVIDE ACCESS PANELS (FIRE RATED WHERE REQUIRED) AT ALL NECESSARY LOCATIONS. 12. ALL WALLS ARE FULL HEIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PROVIDE FIRE STOPPING AND ACOUSTIC SEALANT AT RATED WALLS. SEE FIRE/LIFE SAFETY SHEETS BEGINNING ON G2.01 FOR ADDITIONAL INFORMATION. 13. PROVIDE SEISMIC JOINTS IN ALL CEILINGS AS REQUIRED BY THE MOST STRINGENT APPLICABLE CODE WHETHER INDICATED ON THE DRAWINGS OR NOT. FOR LOCATIONS NOT SHOWN, REVIEW WITH ARCHITECT PRIOR TO INSTALLATION. 14. TYPICAL GYPSUM WALLBOARD ON CEILINGS IS 5/8 INCH UNLESS NOTED OTHERWISE. 15. REFER TO INDIVIDUAL ENLARGED UNIT PLANS FOR CEILING INFORMATION WITHIN RESIDENTIAL UNITS 16. BOTTOM OF PENDANT LIGHT FIXTURES TO BE 80" MIN. A.F.F. FOR HEAD HEIGHT CLEARANCE, UNLESS NOTED OTHERWISE. 17. WALL -MOUNTED SCONES TO BE PROTRUDED 4" MAX. FROM WALL FINISH, UNLESS NOTED OTHERWISE. RCP LEGEND LIGHTING SEMI -FLUSH - RESIDENT 2X2 DIRECT/INDIRECT CORRIDOR 0 PENDANT LINEAR SEMI -FLUSH PENDANT LINEAR �0 CHANDELIER PENDANT- MEDIUM PENDANT O SEMI -FLUSH PENDANT -SPHERE O PENDANT - SMALL SUSPENDED CURTAIN TRACK -SALON PENDANT - EXTRA SLIM O PENDANT - GLASS 0 4 RECESSED DOWNLIGHT LINEAR WALL WASHER UNDER CABINET LINEAR COVE LIGHTING — — — WALL SCONCE VANITY LIGHT CEILINGS ACT-1 24"X24" ACOUSTICAL CEILING TILE TYPE - ACT-3 ACOUSTIC CEILING TILE a41 TYPE (CLEAN ROOM) a a AWP-1 ACOUSTICAL CEILING TILE TYPE (WOOD) EXTERIOR SIDING -WOOD LOOK GYP, WALLCOVERING (WC-13 REFER TO FINISH SCHEDULE GYPSUM BOARD CEILING - BOARD INSULATION OPEN TO STRUCTURE T & G SIDING FIRE RATED GYP, PAINTED 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK &ASSOCIATES, PLLC O 00 M cn o 0 Z z O �� Vl w o 0 z z LL O O o � o � � z O v w J CD �o O oN 0 J o 0 co CD Z N z N Q D_ Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 C 02.08.22 City Comments #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 - RCP PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 A8eO6 LEVEL P1 - FINISH PLAN GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q` 7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. PROJECT 9Q81 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLl N CD 00 M z Vn 0 0 � Z z O V) 0 l/1 W r;J z z O2 '- o J Lu cl� 0 z O LU > v1 00 00 J ru 0 8 O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 PARKING LEVEL 1 - FINISH PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 NUMBER hEET iii" p *REVISED PLAN TO ONLY SHOW WHAT IS WITHIN THE BUILDING FOOTPRINT z Iz O w i= U r `-) 16' 0" of a- 00 C-7 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q`7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL 1 - FINISH PLAN 1 /8" = 1'-0" PROJECT 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) w o z z LL o O2 o � o z O> LU00 J ru 00 8 O oN O o � Z N z Q� of REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 B 12.18.21 City Comments #02 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 1 - FINISH PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 LEVEL 2 - FINISH PLAN PROJECT GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q`7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 9Q81 o� 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 M z Vn 0 0 � Z z O V) w o z z LL O O2 o � O z O> LU00 00 J r 8 O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 2 - FINISH PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 LEVEL 3 - FINISH PLAN 1 /8" = 1'-0" GENERAL NOTES - FINISH PLANS 1. 2. 3. 4. 5. 6. A�7. 4 �n REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 9281 OF et - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) w o z z LL o O o � � o z O> LU00 00 J r 8 O oN O o � Z N z Q� w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 3 - FINISH PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q\7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 LEVEL 4 - FINISH PLAN (LEVEL 5 SIMILAR) PROJECT 9281 ;'r011 �; dVd (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) w o z z LL O O2 o � O z O> LU00 00 J r 8 O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 4 & 5 - FINISH PLAN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 LEVEL 6 - FINISH PLAN PROJECT 1 /8" = 1'-0" GENERAL NOTES - FINISH PLANS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 4. PROVIDE CEMENT BOARD AT ALL FULL HEIGHT TILE LOCATIONS. 5. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 6. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. Q`7. COORDINATE FLOOR OUTLET LOCATIONS WITH ARCHITECT. 4 9Q81 o� 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLl N CD 00 M z Vn 0 0 � Z z O V) w o z z LL O O2 o � O z O> LU00 00 J r 8 O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 LEVEL 6 - FINISH PLANS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 NUMBER hEET ii9d 5 ROLLER SHADE SOFFIT; PAINTED TO MATCH CEILING AT ALL EXPOSED FACES, TYP. FORSHAY METAL SHELVING UNIT PAINT P-22 TRIM PAINT P-22 WOOD BASE � 1001 GREAT ROOM ' 3/8" = 1'-0" QUARTZ PRIVACY PANEL & SURROUI 1001 RECEP - NORTH 3/8" = 1'-0" =7 1003 MAIL -NORTH 3/8" I,�Jrtr�MT.TI My l lr 7rr w.r r Ir�EI r MWA��1 PENDANT QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING STAINED WOOD PAINT BASE WOOD CASEWORK 4 1001 RECEP -EAST. 3/8" = 1'-0" f-ENIEDAI DAIIlIT PENDANT FIXTURES GENERAL PAINT TRIM ACCENT PAINT P-3, TYP. A4 ACCEN PAI N PACKAGE LOCKERS AS SCHEDULED Q 1003 MAIL -EAST v 3/8" !-CnICnAI nAIAIT DES, TYP. PENDANT FIXTURES GENERAL PAINT, ALL SIDES MAILBOX RECEPTACLES PER SPEC BASE 1003 MAIL - EAST ISLAND 1003 MAIL - SOUTH 3/8" = 1'-0" 12 3/8" = V-0" PENDANT QUARTZ PRIVACY PANEL & SURROUND QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING PAINT STAINED WOOD WOOD CASEWORK WALLCOVERING ACCENT PAINT, TYP A PACKAGE LOCKERS PER SPEC ACCENT PAINT P-3 QUARTZ COUNTER AND BACKSPLASH METAL GROMMET TRASH SLOT WOOD CASEWORK, LOCKABLE BASE r 4'-6" 4'- 8" 36" MIN PER ICC 904.3.1 7 1001 RECEPTION -SOUTH L 3/8" = 1 '-0" 5 1001 LOGO WALL - SOUTH 3/8" = 1 '-0" Q 1003 MAIL -WEST WALL 1003 MAIL -SOUTH WALL ' J 3/8" = 1 '-0" J 3/8" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES AS SCHEDULED BASE PENDANTS IUARTZ PRIVACY ANEL & OUNTER TOP TAINED WOOD Five- Me] G 1/ ACCENT PAINT BASE AS SCHEDULED GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Q� 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP ATALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. FILLER PANEL 3'-5" 3'-0" T-51 2'-9" (3) EQ SECTIONS (2) EQ SECTIONS (3) EQ SECTIONS (2) EQ SECTIONS 0 CV I 91 Nil I 'OEM EM FILLER PANEL 2'- 2" 1' 3" T - 0" 2'- 5" 1' 0" VERIFY MANF. z.0 2 11 i (; 11.04 11.04 11.04 6 1019 EMPLOYEE -WEST 3/8" = 1'-0" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES BASE o � n 1003 MAIL -WEST ISLAND ' v 3/8" �T-14ACCENTTILE FT-1 2 FIELD TILE / TYP 6 11.08 1 A 1004 ELEV LOBBY -SOUTH ' 3/8" = 1 '-0" TYP 1 11.08 T-12 TILE BASE LLER PANEL PAINT PLAM CASEWORK PAINT PLAM COUNTER PLAM CASEWORK RUBBER BASE TRIM, FINISH AT ALL EXPOSED SIDES, TYP. PAINT BASE OFlet- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 z Ln 0 0 Z z O V) 0 V W �J z z L.L pO z OG J C z O; LU00 00 J r 8 0 oN O O � I- = O 4t Z N z a� N Q "' a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 ROLLER SHADE SOFFIT; PAINTED TO MATCH CEILING AT ALL EXPOSED FACES, TYP. FORSHAY METAL SHELVING UNIT PAINT P-22 TRIM PAINT P-22 WOOD BASE � 1001 GREAT ROOM ' 3/8" = 1'-0" QUARTZ PRIVACY PANEL & SURROUI 3 1001 RECEP - NORTH 3/8" = 1'-0" =7 1003 MAIL -NORTH 3/8" PENDANT QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING STAINED WOOD PAINT BASE WOOD CASEWORK 4 1001 RECEP -EAST. 3/8" = 1'-0" f-r-MCDAI nAIIlIT PENDANT FIXTURES GENERAL PAINT TRIM ACCENT PAINT P-3, TYP. 0 ACCEN PAI N PACKAGE LOCKERS AS SCHEDULED Q 1003 MAIL -EAST v 3/8" !-CnICnAI nAIAIT DES, TYP. PENDANT FIXTURES HIM GENERAL PAINT, ALL SIDES MAILBOX RECEPTACLES PER SPEC BASE 1003 MAIL - EAST ISLAND 1003 MAIL - SOUTH 3/8" = 1'-0" 12 3/8" = V-0" PENDANT QUARTZ PRIVACY PANEL & SURROUND QUARTZ COUNTER W/ CONCEALED LED STRIP LIGHTING PAINT STAINED WOOD WOOD CASEWORK WALLCOVERING ACCENT PAINT, TYP A PACKAGE LOCKERS PER SPEC ACCENT PAINT P-3 QUARTZ COUNTER AND BACKSPLASH METAL GROMMET TRASH SLOT WOOD CASEWORK, LOCKABLE BASE 4'-6" � 4'- 8" 36" MIN PER ICC 904.3.1 7 1001 RECEPTION -SOUTH L 3/8" = 1 '-0" 5 1001 LOGO WALL - SOUTH 3/8" = 1 '-0" Q 1003 MAIL -WEST WALL 1003 MAIL -SOUTH WALL ' J 3/8" = 1 '-0" J 3/8" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES AS SCHEDULED BASE PENDANTS IUARTZ PRIVACY ANEL & OUNTER TOP TAINED WOOD NN•OI u ACCENT PAINT BASE AS SCHEDULED GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Q\ 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. 5 11.05 FILLER PANEL 3'-5" 3'-0" 3'-5" 2'-9" FILLER PANEL (3) EQ SECTIONS (2) EQ SECTIONS (3) EQ SECTIONS (2) EQ SECTIONS PAINT PLAM CASEWORK I CD — PAINT C? I �f J PLAM COUNTER 'v o PLAM N Z X CASEWORK 'v RUBBER BASE FILLER PANEL 2'- 2" 1' 3" T - 0" 2'- 5" 1' - 0" VERIFY MANF. 5 U047 4 11 3 11.04 11.04 11.04 6 1019 EMPLOYEE -WEST 3/8" = 1'-0" WALLCOVERING TRIM ACCENT PAINT MAIL RECEPTACLES x 2 BASE o � n 1003 MAIL -WEST ISLAND ' v 3/8" \T-14ACCENT TILE \T-12FIELD TILE TYP Q 6 11.08 ASI 001 T / / 1 A 1004 ELEV LOBBY -SOUTH ' 3/8" = 1 '-0" T-12 TILE BASE TRIM, FINISH AT ALLEXPOSED SIDES, TYP. PAINT BASE Q'It OF VIA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC * Review is for clouded, identified revisions only. Reference originally approved drawings. N O OD z Ln 0 Z z O V) 0 V W �J z LL O z z O C) z O; LU00 00 J r 8 0 oN O � O l— = O 4t z N z a� a N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 5 03.14.22 CONSTRUCTION SET 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 �1 QUARTZ W/ MITERED WATERFALL EDGE QUARTZ SUR WITH MITERE QUARTZ COU BACKSPLAS MITERE cl 1002 BISTRO DINING - NORTH 3/8" = 1 '-0" 4'-U :5/25-U ACCESSIBLE COUNTER AREA 06. 11.0 1002 BISTRO -WEST J 3/8" = 1 '-0" nrNDANT CENT PAINT P-20 nA IAIT 'ENDANT QUARTZ SURROUND; kLIGN HEIGHT WITH kDJACENT BAKERY CASE QUARTZ COUNTER QUARTZ WALL CAP VALLCOVERING WC-1 4, TYP )ECORATIVE TILE TRIM -11, TYP. -I LE T-15, TYP. -ILE BASE T-15a, TYP. PENDANT PAINT BASE AS SCHEDULED A!f-E:rlT nAIkITn 7/1 4 1002 BISTRO - NORTH 3/8" = 1'-0" 7 1002 BISTRO SERVICE - SOUTH 1002 BISTRO SERVICE - WEST 3/8" = 1'-01, 8 3/8" = 1'-0" 5 11.05 FILLER PANEL 5' - 6" FILLER PANEL PAINT PLAM CASEWORK PAI NT QUARTZ COUNTERTOP, BACKSPLASH, AND SIDE SPLASHES PULL OUT TRASH AND RECYCLING PLAM CASEWORK WOOD BASE FILLER PANEL 4'-2" HFILLER PANEL (3) EQ SECTIONS (� N 7 11.04 10 1021 AD M I N - SOUTH 3/8" = 1 '-0" (4) EQ SECTIONS 41 \_ PAINT WOOD FLOATING SHELF ACCENT PAINT P-20 E JARTZ IUNTER AND IVACY PANEL ZL— nrAIM A KIT QUARTZ SURROUf WITH MITERED EDG QUARTZ COUNT d c n /2L ACCENT PAINT P-20 QUARTZ WALL CAP SWING GATE GATE SIDE PANELS SPECIALTY VINYL WC DECORATIVE TILE TRIM TILE BASE TILE BASE 2 1002 BISTRO - SOUTH 3/8" = 1 '-0" QUARTZ SURROUND W/ MITERED EDGES QUARTZ COUNTER & WATERFALL EDGE PENDAN- FOSHAY METAL SHELVES ACCENT PAINT P-22 TRIM ACCENT PAINT P-22 ACCENT PAINT P-20 GATE DOOR ''ENDANT PAPER TOWEL QUARTZ DISPENSER SHROUD WITH QUARTZ MITERED EDGES WALL CAP QUARTZ COUNTER 5 1002 BISTRO SERVICE -NORTH 3/8" = 1'-0" 9 1002 BISTRO DINING - EAST 3/8" = 1 '-0" FI 1008 FAMILY ROOM ' J 3/8" = 1 '-0" PAINT WOOD CASEWORK WITH FROSTED GLASS INSET; INTERNAL LIGHTING WOOD CASEWORK TILE W/ SCHLUTER AT EXPOSED EDGE QUARTZ COUNTER PAINT WOOD CASEWORK WOOD BASE !Aj GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. All" 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. QUARTZ SURROUND �nnT� i n nlTrn rr� rr�i-rr 6 1002 BISTRO SERVICE -EAST 3/8" = 1'-0" GYP WRAPPED COLUMN W/ P-15 AT ALL FACES, TYP. GENERAL PAINT WOOD BASE �Q 14 1021 CONFERENCE -SOUTH. 3/8" = 1'-0" FLAT SCREEN WITH RECESSED POWER BOX BASE ENDANT QUARTZ COUNTER WITH MITERED WATERFALL EDGE PLAM CASEWORK 9281 OF et - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Ln 0 Z z O V) 0 V W c) 0 z z LL O O2 LU LU cl� 0 0 z O LU00 > 00 J 0 8 0 O N 0 � O � o Z N z Q� w N Q a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 • Q� FORSHAY METAL SHELVES PAINT PAINT TRIM PAINT WOOD BASE 1007 DINING -WEST 3/8" = 1'-0" We PAI NT 1" x 2" WOOD TRIM WC-1 WALLCOVERING; COORDINATE INSTALLATION WITH ARCHITECT 0 m 00 M / / 2'-2" 17'-10 5/8" 1'-8" WOOD BASE 2 1007 DINING - NORTH 3/8" = 1'-0" ARTWORK & ACCESSORIES PENDANT ACCENT PAINT WOOD TRIM 2 11.08 F L F_ \ / / LL 0 oAcr AC' ci-urni n rn SHIPLAP \ BASE � 1007 DINING -SOUTH J 3/8" = 1'-0" 1006 WOMENS - NORTH (1005 MENS SIM) 3/8" = 1'-0" �o / o / Q 1019A RR -EAST v 3/8" = 1'-0" PAI NT WALL -HUNG LAVATO RY TILE BASE PAINT TILE BASE � � o CD N o a Q 1019A RR -SOUTH J 3/8" = 1 '-0" ACCENT PAINT TILE BASE 4 1006 WOMENS - EAST (1005 MENS SIM) 3/8" = 1 '-0" VANITY LIGHT MR-6 MIRROR ACCENT PAINTQ 4 WALL -HUNG LAVATORY TILE BASEQ � n 1019ARR-WEST I v 3/8" = 1'-0" PAI NT TILE BASE �nm�r�r Ivrc�l�rcly Iv�,rr WALL; MITER EXTERIOR CORNERS y 1=n 1=n 6 1006 WOMENS - SOUTH (1005 MENS SIM) 3/8" = 1'-0" d 1026 RR - SOUTH 3/8" = 1 '-0" MOSAIC TILE VANITY LIGHT MIRROR W/ 2" STAINED WOOD FRAME ACCENT SUBWAY TILE QUARTZ COUNTER & BACKSPLASH STAINED WOOD APRON FILED TILE T-17 -17 TILE BASE; SCHLUTER T EXPOSED TILE EDGE VANITY LIGHT ACCENT PAINTQ MR-6 MIRROR WALL -HUNG LAVATORY TILE BASE Q 4 GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 0x 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. SOLID WOOD PORTAL PAINT e Gn Gn ACCENT PAINT 1/" 11/ IllGG*G TILE BASE 7 1006 WOMENS - WEST (1005 MENS SIM) 3/8" = 1'-0" 12 1026 RR - WEST 3/8" = 1'-0" vertical grab bar required at accessible restrooms, typ. J PAINT TILE BASE 9281 - OFYAlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC tlo O 00 M z Ln 0 Z z O V) tJl W �J z z LJL O O2 0 0 z LU j 00 J r o 0 oN O O � I- = O 4t Z N z Q� w N Q 0- REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING I_\G�I NT16111 QUARTZ ACCENT PAINT RESIDENT ELEV LOBBY - TYP. 3/8" = 1'-0" � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" ACCENT PAINT BASE AS SCHEDULED 2 RESIDENT ELEV LOBBY - TYP. 3/8" = 1'-0" ACCENT PAINT zx Q 6006 FITNESS -WEST ELEVATION v 3/8" = 1 '-0" PAI NT WOOD BASE PAI I F PLAM CASEWORK UNDER CABINET LIGHTING PAINT QUARTZ COUNTER, BACKSPLASH, & SIDE SPLASH PLAM CASEWORK f RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING ARTWORK QUARTZ ACCENT PAINT Q BASE AS SCHEDULED � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" G, 6008 SALON -NORTH v 3/8" = 1'-0" — FULL HEIGHT MIRRORS 0 — BALLET BAR iO 0 fV — WOOD WALL BASE 1 '-1 5/8" 12" MIN ,1'-0" 2' 6" 3-0" 2'-6" 3/4" I 2'-9" 3/4" _ \ < I \ I 21-0" V-6" 12" MIN 5/8" VIF 11 � 16 11.04 11. ACCENT PAINTQ 4 BASE AS SCHEDULED Q 4 RESIDENT ELEV LOBBY - TYP. 3/8" = 1 '-0" GENERAL PAINT CHAIR RAIL, TYP AT ALL WALLS U.N.O. ACCENT PAINT WOOD BASE WOOD TRIM TO CEILING WOOD CASEWORK —TILE W/ SCHLUTER AT EXPOSED EDGE QUARTZ COUNTER PAINT WOOD CASEWORK WOOD BASE 3'-0" 1'-3" V-3' VERIFY MANF. 3/4" 3/4" ►11.04 1 8.04 (a 6004 COMMUNITY -SOUTH J 3/8" = 1. OPENTO BEYOND O i \ 6004 ISLAND - SOUTH 3/8" = 1'-0" PLAM CASEWORK PLAM COUNTER & BACKSPLASH PLAM CASEWORK 0004 LAUNDRY -NORTH I J 3/8" = 1'-0" - QUARTZ COUNTER -WOOD CASEWORK 1 A IL UNIT ENTRY -TYPICAL 1 �T 3/8" = 1'-011 =7 6008 SALON -SOUTH 3/8" = 1'-0" 1 n 6004 ISLAND -NORTH ' v 3/8" = 1'-0" � 7 6004 COMMUNITY -WEST ' L 3/8" = 1'-0" ACCENT PAINT AT ALL SIDES OF UNIT ENTRY DECORATIVE SCONCE GENERAL PAINT DOOR SIGNAGE HANDRAILS BASE AS SCHEDULED VIF GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Q� 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. CEILING MOUNTED SUSPENDED n JlILVIV Ll.(V11 IVILIV I ✓I V II ILI\J QUARTZ COUNTER & WATERFALL EDGE WOOD CASEWORK FULL HEIGHT TILE, NO BASE ACOUSTIC WALL SYSTEM PAINT WOOD BASE 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC O 00 Ln O Z z O V) 0 l/1 W r;J z z LL o O2 � C > p z O> LU00 J no 00 8 o O O 0 _ � O � = O 4t Z N z Q� w REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING ARTWORK QUARTZ ACCENT PAINT RESIDENT ELEV LOBBY - TYP. 3/8" = 1'-01, IAI � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" ACCENT PAINT BASE AS SCHEDULED 2 RESIDENT ELEV LOBBY - TYP. 3/8" = 1'-0" ACCENT PAINT Q 6006 FITNESS -WEST ELEVATION v 3/8" = 1 '-0" PAINT WOOD BASE PAI I F PLAM CASEWORK UNDER CABINET LIGHTING PAINT QUARTZ COUNTER, BACKSPLASH, & SIDE SPLASH PLAM CASEWORK RECESSED LED STRIP LIGHT RECESSED NICHE; WOOD WALLCOVERING ARTWORK QUARTZ ACCENT PAINT Q BASE AS SCHEDULED � RESIDENT ELEV LOBBY - TYP. J 3/8" = 1'-0" G, 6008 SALON -NORTH v3/8" = 1'-01, — FULL HEIGHT MIRRORS 0 — BALLET BAR 0 N — WOOD WALL BASE 1 '-1 5/8" 12" MIN k1'-011 2'-6" 3-0" 2'-6" 3/4" I 2'-9" 3/4" — \ \ 21-0" 11-6" 12" MIN 01 5/8" VIF 11 � 16 11.04 11. ACCENT PAINTQ 4 BASE AS SCHEDULED Q 4 RESIDENT ELEV LOBBY - TYP. 3/8" = 1 '-0" GENERAL PAINT CHAIR RAIL, TYP AT ALL WALLS U.N.O. ACCENT PAINT WOOD BASE WOOD TRIM TO CEILING WOOD CASEWORK —TILE W/ SCHLUTER AT EXPOSED EDGE QUARTZ COUNTER PAINT WOOD CASEWORK WOOD BASE 3'-0" 1'-3" V-3-1 L VERIFY MANF. 3/4" 3/4" ►11.04 1 8.04 (� 6004 COMMUNITY -SOUTH J 3/8" = 1. OPEN TO BEYOND- — 6004 ISLAND - SOUTH 3/8" = 1'-0" PLAM CASEWORK PLAM COUNTER & BACKSPLASH PLAM CASEWORK 13 0004 LAUNDRY - NORTH 3/8" = 1'-01, - QUARTZ COUNTER -WOOD CASEWORK 1 A IL UNIT ENTRY -TYPICAL ' �T 3/8" = 1'-01, =7 6008 SALON -SOUTH 3/8" = V-0" r GENERAL NOTES - INTERIOR ELEVATIONS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. Qx 2. PROVIDE LEVEL 4 FINISH ON GWB WALLS AND CEILINGS UNLESS NOTED OR SCHEDULED OTHERWISE. 3. PROVIDE METAL SCHLUTER STRIP AT ALL EXPOSED TILE EDGES, UNLESS NOTED OTHERWISE. 4. CONCEAL ALL CONDUIT, WIRING AND PIPING UNLESS NOTED OR SCHEDULED OTHERWISE. 5. PROVIDE CONTROL JOINTS AS INDICATED AND AS SPECIFIED. SEE A0.21 FOR CONTROL JOINTS AT FIRE RATED WALLS. 6. USE WATER RESISTANT GWB IN LIEU OF STANDARD GWB FOR WALLS IN WET ROOMS AND AS SHOWN. 7. PROVIDE BLOCKING FOR GRAB BARS AS INDICATED. 8. SEE A5.01 AND A5.02 FOR TYPICAL ACCESSIBILITY CLEARANCES, MOUNTING HEIGHTS, AND LOCATION FOR BLOCKING AT GRAB BARS. CEILING MOUNTED SUSPENDED n JlILVIV Ll.(V11 IVILIV I Lll V I I ILI\J 1 ' - 6" I 3'- U" 3' U" I 2' - 6" 11 ' - 9" 1 n 6004 ISLAND -NORTH ' v 3/8" = V-0" � 7 6004 COMMUNITY -WEST I L 3/8" = 1'-0" ACCENT PAINT AT ALL SIDES OF UNIT ENTRY DECORATIVE SCONCE GENERAL PAINT DOOR SIGNAGE HANDRAILS BASE AS SCHEDULED VIF QUARTZ COUNTER & WATERFALL EDGE WOOD CASEWORK FULL HEIGHT TILE, NO BASE ACOUSTIC WALL SYSTEM PAINT WOOD BASE 9281 (OFF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. O 00 0) N o Z z O V) 0 l/1 W r;J z z LL o O2 � C p � � z O J ru �00 8 O O N o _ � O � = 4t ZO N z � QN Q w o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 06.22.22 AS1001 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT INTERIOR ELEVATIONS CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 Ak ' , i r D ri NOTE: KITCHENS K-1 AND K-2 CHANGED TO GALLEY STYLE. T-101/2" \ \ i�------- �, REF. 2 o00 00 10.11 3J oOO I m R 4 `VI ORK SURi=,�CE/ 2'�0 - DW 7' - 4" KITCHEN - K - 1 PLAN 1 /4" = 1'-0" TYPE A G, KITCHEN - K - 2 PLAN v 1 /4" = 1'-0" IN MOLDING VALANCE 0 n KITCHEN - K - 3 (B) 3/8" = 1'-0" 6'- 10 3/4" N REF. 17 - - - - I 10.11 18- WORK SURFACE 0 \ \ 000 I � I \3 KITCHEN - K - 6 PLAN I v 1 /4" = V-0" TYPE A 3" CROWN MOLDING Ln N > i � \ - � 17- o N _ 2'- 6 3/4" l' - 3" 2'- 0" VFY W/MFR 3/4" 3 6"' 11.0 7KITCHEN -K-1(A) L 3/8" = 1'-0" TYPE A 5 11.08 14 12 11.0 11.0 7' - 71 /2" 2' - 611 1 1.0I I 21.611 1 1.6111--3/4" 3" CROWN MOLDING ill L LL L > / / o0 0 00 o a % KITCHEN 2'-63/4" 1'-0" 2'-6" l'-6" VFY W/MFR - K - 2 VFY W/ MFR 3/4" 3 (A) (;11.0 3/8" = 1'-0" I 13 10.11 KITCHEN - K - 4 PLAN I L 1 /4" = 1'-0" 2'- 8 3/4" 2' - 0" 2' - 0" VFY W/MFR 2„ 3 11.0 1 =7 KITCHEN - K - 6 (A) I , 3/8" = 1'-0" TYPE A 3" CROWN MOLDING 3" CROWN MOLDING FE: EXHAUST HOOD PROVIDE SWITCH AT :ESSIBLE HEIGHT SEE -Al L 2/A5.03 3/4"-71 VFY W/ MFR 30" MIN CLR 10 - ONCE REMOVED 11.04 10'-3114" KITCHEN - K - 1 (B) 3/8" = 1'-0" TYPE A \OPEN TO / BEYOND / 1 L_/-JL- o \ 2'-0" 3'-0" 2'-0" 3/4" 10 2 6 11.0 11.04 11.0 Q KITCHEN - K - 2 (B) V 3/8" = 1'-0" 3" CROWN MOLDING 2" LIGHT VALANCE 13 KITCHEN - K - 4 3/8" = 1'-0" 12 13 11.0 11.0 13'- 21 � 3/4" �3/4" 1,-0.,( ' 0" ,� 2' 0" � 2' 6" 2'- 6" 3'- 0" 2'- 0" > \ / N \ / \ 2'-0" 1'-0" 30"MINCLR 2'-6" 3'-0" 2'-0" 3/4"-7ONCE REMOVED VFY W/MFR VFY W/MFR --3/4" 3/4" 3/4" (� 2 6 11.0 11.04 18 KITCHEN - K - 6 (B) 3/8" = 1'-0" TYPE A OPEN TO N BEYOND 0 N \ 2'- 0" 2'- 0" 3/4" T - 0" 3/4" VFY W/MFR 30" MIN CLR 3/4" ONCE REMOVED 7' -1 1 /2" 6 11.0 KITCHEN - K - 1 (C) 3/8" = 1'-0" TYPE A Q KITCHEN - K - 3 PLAN J 1 /4" = 1'-0" 14 KITCHEN - K - 5 PLAN 1 /4" = 1'-0" TYPE A 3" CROWN MOLDING 2" LIGHT VALANCE NOTE: EXHAUST HOOD TO PROVIDE SWITCH AT ACCESSIBLE HEIGHT SEE D ETAI L 2/A5.03 a O �n > 5 12 11.0 11.04 3/4" 2'-6" 1'-3" 2'-6" �, 1' 0" N QO 7' - 3 3/4" \ \ cn 2'-63/4" l'-3" l'-6" 2'-0" op VFY W/ MFR 3/4" VFY W/MFR 3 11.04 (� KITCHEN - K - 3 (A) ' v 3/8" = 1'-0" 5 12 11.0 11.0 8' -101 /2" 2' 6" 2' 3" 2' 9" l'-3" / \ 2'-63/4" 2'-3" 2'-9" 1'-3" 3" CROWN MOLDING 2" LIGHT VALANCE 3/4" 3" CROWN MOLDING N 2" LIGHT VALANCE REMOVABLE CABINET 0 CV VFY W/MFR 3/4" 2 3 11.0 11.0 15 KITCHEN - K - 5 3/8" = 1'-0" TYPE A 9281 ;'jai oFrA- 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD OD z to 0 0 (� Z z O Un W 0 0 z z U. O O 0 O 0 3 z O Lu U)00 J 8 N O O CD J o Oco CDCD = Z N z Q N Q 0- 0- REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT KITCHEN ELEVATIONS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 MEDIC CABIN re7�:1Y � V-1 -PLAN ' 1 /4" = 1 '-0" 4'- 5 1 /4" MEDICINE 24" MIN CABINET i U 9 8 10.21 10.21 — J 7 V-5 PLAN. 1 /4" = 1 '-0" 15 L-1 - PLAN 1 /4" = 1 '-0" 1'-61/4" 22 10.21 21 L-4 - PLAN 1 /4" = 1 '-0" MIRROR 1'-0" 2'- 6" 3' - 6" 3 2 11.04 11.04 TYPE B UNITS 7 V-1 - ELEV. L 3/8" = 1 '-0" 1'-3" 3-0" EQ � EQ N v \ / N 1'-3" T-0" 4'- 5 1 /4" 11 ol� 21 /4" 3 2 TYPE B UNITS �11.04 11.04 4 Q V-5 - ELEV. v 3/8" = 1 '-0" 1' 7" 16 L-1 - ELEV. 3/8" = 1 '-0" 1'� 22 L-4 - ELEV. 3/8" = 1 '-0" T-0" 0 N TYPE A UNITS )F SHELVING WITH CLEAT ID BUILT UP EDGE, TYP. i u 1DF SHELVING WITH CLEAT ND BUILT UP EDGE, TYP. MEDICINE CABINET O N P T-3" MIN 0.� V-3 -PLAN J 1 /4" = 1'-0" 3/4 1'-2" T-6" 0 N 24" MIN 11 10.21 10 VL-2 - PLAN 1 /4" = 1'-0" 2'- 3 1 /4" 18 10.21 17 L-2 - PLAN 1 /4" = 1'-0" 2'-3" 23 L-5 - PLAN 1 /4" = 1'-0" V-3 - ELEV. 3/8" = 1'-0" Q, m MDF SHELVING WITH CLEAT AND BUILT UP EDGE, TYP. 1' 2" 2' 6" 1' 0" 40 3/4" 4'- 8 3/4" TYPE B UNITS 2 3 11.044 1 1.0 V L-2 - ELEV. 3/8" = 1'-0" 2' 3 1 /4" Ll F SHELVING WITH CLEAT BUILT UP EDGE, TYP. 18 L-2 - E L EVAT I O N 3/8" = 1'-0" 2'-3" 24 L-5 - ELEV. 3/8" = 1'-0" :SHELVING WITH CLEAT 1 BUILT UP EDGE, TYP. i s :i u 3'-9" MEDICINE 24" MIN CABINET @TYPE B UNITS O o N � � 9 10.21 5 V-4 - PLAN 1 /4" = 1 '-0" BACK SPLASH BELOW SOLID BLOCKING AS REQ'D. MEDICINE CABINETAS SPECIFIED DOOR SWING TOWARD BACK WALL I TRIM OUT WITH WOOD ON ALL (4) SIDES AND PAINT TO MATCH MEDICINE CABINET SOLID BLOCKING AS REQ'D. REFER TO WALL TYPES VERIFY ON FOR WALL ASSEMBLIES PLANS FLUSH MOUNTED MEDICINE 9 CABINET 1 1 /2" = 1'-0" 2'_S1IA" 20 10.21 19 L-3 - PLAN 1 /4" = 1 '-0" Z_ 6„ 3 2 11.04 11.04 V-4 - ELEV. v 3/8" = 1'-0" 0 lV M r4Of Y O Z 7 Ln N C5 6 9" 8" 1 14 TYPEA - SE 3/8" = 1'-0" 3'- 51 /4" 101 NOTE: REFER TO KNEE AND TOE CLEARANCE DIAGRAM ON SHEET A5.01 FOR APRON DIMENSIONAL REQUIRMENTS CTI O N MDF AND io 0 rn 20 L-3 - ELEV. 3/8" = 1'-0" SHELVING WITH CLEAT BUILT UP EDGE, TYP. LL LL 9281 OF VA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC Q0 N O 00 z Vn 0 Z z O V) V W c) 0 z z LL O > O 2 C >. LU 0 0 O> LU00 J ro 00 O O oN O � O o O = Z N z Q� w N Q o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 UNIT VANITIES AND LINEN PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 CENTER OF DOOR WHERE OCCURS - RESILIENT TRANSITION STRIP CARPET SUBSTRUCTURE (FOUNDATIONS AND BASEMENT CONDITIONS) SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION CENTER OF DOOR WHERE OCCURS FLOOR TILE METAL TRANSITION STRIP - TILE/ RESILIENT RESILIENT FLOORING SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION CENTER OF DOOR WHERE OCCURS RESILIENT FLOORING RESILIENT FLOORING WELDING ROD RESILIENT FLOORING SUBFLOOR FILLER SLOPE 1/8" PER FOOT MIN SUB FLOOR, LEVELED AS REQUIRED FOR FLOORING INSTALLATION FLOORING @ CONC TO CARPET FLOORING @ TILE TO RESILIENT FLOORING @ RESILIENT / RESILIENT FLOORING @ 6" = 1 '-0" 6" = 1 '-01, 3 6" = V-0" 4 6" = 1 '-0" 1/4" MAXIMUM HEIGHT PERMITTED TO BE VERTICAL IN ANY FLOOR TRANSITION 1:2 SLOPE MAXIMUM IN ANY TRANSITION TALLER THAN 1/4" 2 MAXIMUM TOTAL HEIGHT 1 it N PERMITTED IN ANY FLOOR TRANSITION PERMITTED COMBINATION IN 2 TRANSITION [V FLOORING TRANSITION CODE REQS V611= 1 '-0" 2" MAX. TO FACE OF BASE FACE OF CURB OR PAN BELOW PREFER 3" MIN HEIGHT SHOWER ENCLOSURE BASE BELOW FACE OF CURB OR PAN BELOW PREFER 3" MIN HEIGHT ADD CONTINI, OF FLOOR TO GYP @ SHOW NAILING FLAN SEALANT SHOWER INSE OUTLINE OF GYP ABOVE CENTER OF DOOR WHERE OCCURS CONCRETE - MAXIMUM SLOPE 1/4" PER FOOT TILE - METAL TRIM FLOOR TILE ►IoC _G Q FLOORING @TILE TO CONCRETE V6" = 1'-0" FACE OF WALL RESILIENT FLOORING - CAP SEAL RESILIENT FLOORING ADHERE MATERIAL TO WALL CENTER OF DOOR WHERE OCCURS RESILIENT FLOORING RESILIENT TRANSITION CONCRETE RESILIENT TO CONC CENTER OF DOOR WHERE OCCURS LUXURY VINYL PLANK CARPET SUBFLOOR FILLER CENTER OF DOOR WHERE OCCURS FLOOR TILE CARPET CARPET CRUSH LINE SUBFLOOR FILLER - MAXIMUM SLOPE 1/4" PER FOO - AS REQUIRED TO ALIGN CARPET CRUSH LINE WITH TILE FLOOR 5 FLOORING @TILE TO CARPET 611 l.-oll CENTER OF DOOR WHERE OCCURS LUXURY VINYL PLANK EDGE STRIP CARPET SUBFLOOR FILLER 9 FLOORING @ CARPET TO LVP / LVT 10 FLOORING @ RESILIENT TO CARPET 6" = 1'-0" 6" = 1'-0" CENTER OF DOOR WHERE OCCURS DIRECT GLUE HIGH PILE CARPET ALIGN PILE HEIGHT 2" MAX. TO TILED SHOWER SURROUND RESILIENT FLOORING -COVER FORMER DIRECT GLUED LOW PILE CARPET FACE OF TILE Q N RESILIENT FLOORING SUBFLOOR FILLER \-MAXIMUM SLOP 1/4" PER FOOT 1 1 SHOWER @WING WALL -PLAN 1 1 /2" = 1'-0" FLOORING SLOPED WIDTH OF SHOWER MINIMUM DEPTH/LENGTH DETERMINED BY 1:48 SLOPE TO DRAIN SHOWER CURTAIN - WEIGHTED COLLAPSIBLE WATER DAM - SET IN CONTINUOUS BED OF SEALANT PREFABRICATED SHOWER ENCLOSURE SLOPE 1:2 SEALANT — ACOUSTIC ISOLATION PAD - SECURE IN PLACE WITH TAPE — RESILIENT FLOORING - FEATHER EDGE 1:48 TO 1/2" MAX FROM TOP OF THRESHOLD WATERPROOFING MEMBRANE EXTEND 6" UP WALLS CEMENTITIOUS UNDERLAYMENT PLYWOOD FLOOR SHEATHING — MORTAR - MAXIMUM SLOPE 1/4" PER FOOT — MARINE GRADE PLYWOOD (MG) - THICKNESS TO MATCH CAST UNDERLAYMENT SHOWER ENCLOSURE TO RESILIENT 16 3" = 1'-0" SHOWER @RATED WALL ' L 3" = V-0" FLOORING @RESILIENT COVE BASE ' J 6" = 1'-0" 1 A CPT LOW PILE TO CPT HIGH PILE ' 6" = 1'-0" SHOWER CURTAIN - WEIGHTED COLLAPSIBLE WATER DAM - SET IN CONTINUOUS BED OF SEALANT PREFABRICATED SHOWER PAN SLOPE 1:2 SEALANT RESILIENT FLOORING WATERPROOFING MEMBRANE EXTEND 6" UP WALLS ACOUSTIC ISOLATION PAD CONCRETE SLAB FLOORING SLOPED WIDTH OF SHOWER MINIMUM DEPTH/LENGTH DETERMINED BY 1:48 SLOPE TO DRAIN � C SHOWER ENCLOSURE TO RESILIENT ' J 3" = V-0" 9281 ;'r011 �; dVd OOF - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Ln 0 Z z O V) 0 V W 0 0 z z L.L O O2 0 p z LU j U) 00 J 8 p oN 0 o rl_ OCO Z N z Q� w N Q o REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 am a■ WOOD BLOCKING MAINTAIN GAP BETWEEN GWB CEILING AND WALL STUDS AND BETWEEN LEG OF RESILIENT CHANNELS AND WALL STUDS GYPSUM WALLBOARD MAINTAIN GAP BETWEEN GWB WALL AND GWB CEILING ACOUSTIC SEALANT - BOTH SIDES � WOOD WALL @ RC WOOD FLOOR ' 1 1 /2" = 1'-0" METAL STUD INFILL WITH STUDS AND GWB AT DEFLECTION HEAD FIRE RATED AND ACOUSTICALLY RATED WALLS ONLY L 5'-0" MAX BOX HEADER R.O. TO SUIT DOOR FRAME JAMB STUDS - WELD AT OPENINGS GREATER THAN 3 FEET METAL WALL @NON -BEARING g FRAMING v 3/8" = 1'-0" (-ACT I IAIf1Cnl AWNACNIT T E 41 Ln Ln ro RESILIENT CHANN GYPSUM WALLBOARD WOOD STUDS 7 WALL BASE L 1 1/2" = V-0" METAL STUDS BASE -ATTACHED TO RESILIENT CHANNEL ONLY ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES BOTH SIDES BASE ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES BOTH SIDES CONCRETE SLAB SEE STRUCTURAL METAL STUD DEFLECTION TRACK d d a FIRE RATED ACOUSTICAL CAULK 4- 41DO NOT FASTEN GYPSUM WALLBOARD TO TRACK SEE REFLECTED CEILING PLAN CONDITION SIMILAR AT SINGLE LAYER WALLS DO NOT FASTEN GWB TO DEFLECTION TRACK -7 METAL WALL @SLAB - W/ CEILING 1 1/2" = 1'-0" AT DUCTWORK PENETRATIONSOF RATED CEILING ASSEMBLY, AN APPROVED AUTOMATIC FIRE DAMPER DEVICE RATED FOR CEILINGS MUST BE INSTALLED PER MANUFACTURER'S LISTING TYPE DETAIL -FIRE DAMPERS @RATED FLOOR ASSEMBLY 3" = 1'-0" HANDRAIL DETAIL I31' = 1'-0" ID WOOD, EASED EDGES, FINISH AS EDULED <31' SOLID WOOD BLOCKING, 4'-0" O.C. JTiNi 101 Iq Pi Y\Ainnn RACKir\ir, T E N Ln CA N cu WOOD NAILER HOLD RC MIN 1/2 INCH AWAY FROM ADJACENT WALL FRAMING HOLD GYPSUM WALLBOARD MIN 1/4 INCH AWAY FROM ADJACENT WALL FRAMING WOOD I -JOIST -SEE STRUCTURAL GYPYSUM WALLBOARD ON RESILIENT CHANNELS ACOUSTIC SEALANT - FIRE RATED AT RATED ASSEMBLIES � WOOD WALL @ RC END WOOD FLR J3" = 1'-0" CONCRETE SLAB - SEE STRUCTURAL METAL STUD DEFLECTION TRACK INTUMESCENT TAPE ON TRACK LEGS (NOT SHOWN FOR CLARITY) DO NOT FASTEN GYPSUM WALLBOARD TO TRACK CONDITION SIMILAR AT SINGLE LAYER WALLS HOLD GWB AND WALL STUDS DOWN 1/2" FOR DEFLECTION. DO NOT FASTEN GWB TO TRACK OR WITHIN 1/2" BELOW BOTTOM OF DEFLECTION TRACK Q METAL WALL @SLAB - W/O CEILING v 1 1/2" = 1'-0" 2-HR RATED WALLS 1-H R RATED WALLS CONFORM TO WHI 651-0318.1 3-20-90 1/2" MAX GAP CONFORM TO WHI 647-3024 9-20-90 METAL CONTROL JOINT - EACH SIDE 5/8 INCH GYPSUM WALLBOARD-X - TWO LAYERS METAL CONTROL JOINT - EACH SIDE 5/8 INCH GYPSUM WALLBOARD-X - TWO LAYERS A METAL WALL @CONTROL JOINTS 1 1/2" = 1'-0" FLOOR STRUCTURE ABOVE METAL STUD 4'TYPICAL DEFLECTION HEAD WWMH CD CD METAL STUD EXTEND TO FLOOR STRUCTURE ACOUSTICAL INSULATION ACOUSTICAL CEILING TILE GYPSUM WALLBOARD EXTEND TO FLOOR STRUCTURE WALL TH RU ACT CEILING FLOOR STRUCTURE ABOVE METAL STUD DEFLECTION HEAD METAL STUD EXTEND TO FLOOR STRUCTURE GYPSUM CEILING ACOUSTICAL CEILING TILE GYPSUM WALLBOARD - EXTEND TO CEILING GYPSUM WALLBOARD - EXTEND PAST CEILING ACOUSTICAL INSULATION WALL AT ACT CEILING AND HARD LID Q INTERIOR METAL WALLS @CEILING J 1 /2" = 1'-0" 5/81' TYPE X GYPSUM WALL BOARD FIRE -TAPED PROTECTIVE BOX MUST BE MECHANICALLY SECURED WITH STRAPPING AT CORNERS TO STRENGTHEN THE BOX. THE NUMBER OF LATERS OF GYPSUM BOARD TO MATCH THE NUMBER OF LAYERS REQUIRED FOR THE RATED CELILING ASSEMBLY. 1-HOUR THROUGH PENETRATION FIRE STOP INSTALLED PER APPROVED MANUFACTURER'S REQUIREMENTS. METAL DUCTWORK PLASTIC PIPING MATERIAL CONNECT TO THE FIRE STO P. RESILIENT CHANNEL ' / GYPSUM WALLBOARD-C 1 TYPE DETAIL -PROTECTED FAN IN JOIST SPACE I L 3" = 1'-0" GYP. BD. -WALL TYPE PER PLAN MIRROR - CUT OUT AROUND BARRE BRACKET. +/-1/4" AROUND ALL FOUR EDGES OF BRACKET 1-7/8" DIA. STAINED WOOD STRETCH BAR 5 BALLET BARRE BRACKET - MOUNT TO GYP. BD. WALL (BASIS OF DESIGN: BALLET BARRE COMPANY - ENDURA SINGLE WALL MOUNT BRACKET) BLOCKING 1 -7 STRETCH /BALLET BAR 1 , 6" = 1'-0" Fn RETURN HANDRAIL TO WALL2" FROM WALL CORNER OR OTHER ELEMENTS SUCH AS DOOR FRAME/CASING, FEC, WINDOW, ETC WALL CORNER OR OTHER ELEMENT; @ DOORS LINE REPRESENTS DOOR MANEUVERING CLEARANCE WOOD HAND RAIL, EASED EDGES, MITER CORNERS NOTE: THIS DETAIL DOES NOT APPLY WHERE PLAN SHOWS HANDRAIL TURNING AN INSIDE OR OUTSIDE WALL CORNER. SEE HANDRAIL EXTENTS ON PLANS 1 Q HANDRAIL RETURN -PLAN 1 V 3" = 1'-01, FLOOR STRUCTURE ABOVE METAL STUD DEFLECTION HEAD METAL STUD - EXTEND TO FLOOR STRUCTURE GYPSUM CEILING GYPSUM WALLBOARD - EXTEND TO CEILING ACOUSTICAL INSULATION WALL THRU HARD LID 9281 ;rOfl let 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 Cn z V) 0 0 (� Z z O 0 W 0 z z LL O O o O z O LU00 ; J M 8 N O oCD J o Oco L r' CDCD = Z N z D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 5 02.28.22 I FC RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 11 RESILIENT CHANNEL NOTES: 1. INSTALL RESILIENT CHANNELS PERPENDICULAR TO FRAMING MEMBERS AND PARALLEL TO EACH OTHER. B 2. CEILING ASSEMBLIES: INSTALL RESILIENT CHANNELS FACING IN THE SAME DIRECTION 3. WALL ASSEMBLIES: INSTALL RESILIENT CHANNELS FACING UPWARD (SCREW FLANGE AT THE BOTTOM) EXCEPT FOR THE BOTTOM MOST CHANNEL INSTALLED FACING WALL PER PLAN DOWNWARD (SCREW FLANGE AT THE TOP) SEE ASSEMBLIES 4. DO NOT OVERLAP ADJACENT PIECES OF RESILIENT CHANNEL AT THE POINT OF ol 10 CENTER WALL AND DOOR CL CENTER WALL AND DOOR - ATTACHMENT WITH FRAMING FRAME FRAME 5. SECURE GYPSUM WALLBOARD TO RESILIENT CHANNELS ONLY. SIZE FASTENERS SUCH CONCRETE MASONRY UNIT _ THAT NO SCREWS CAN PENETRATE FRAMING MEMBERS. WALL CONCRETE WALL DOOR CASING PER 6. MAINTAIN MINIMUM 1/2" GAP BETWEEN ENDS OR SIDES OF RESILIENT CHANNELS AND HOLLOW METAL FRAME - SEE STRUCTURAL _ SPEC ADJACENT FRAMING TO ALLOW FOR FREE MOVEMENT OF THE CHANNELS. 7. INSTALL CEILING PANELS PRIOR TO WALL PANELS. MAINTAIN 1/4" GAP BETWEEN TOP OF MASONRY ANCHOR WALL PANELS AND BOTTOM OF CEILING PANELS. t:`� BACKER ROD AND SEALANT BACKER ROD AND SEALANT 8. MAINTAIN 1/4" GAP BETWEEN CEILING GYPSUM WALLBOARD AND FACE OF ADJACENT BOTH SIDES - BOTH SIDES WALL FRAMING. _ 9. HOLD THE BOTTOM OF GYPSUM WALLBOARD 1/4" ABOVE THE TOP OF THE HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR FRAME UNDERLAYMENT (WHEN CEMENTITIOUS UNDERLAYMENT IS PLACED DIRECTLY AGAINST THE SILL PLATE). DOOR DOOR 10. HOLD THE BOTTOM OF GYPSUM WALLBOARD 1/4" ABOVE THE TOP OF THE FLOOR ROUGH OPENING r — J L —1 ROUGH OPENING WOOD DOOR FRAME SHEATHING (WHEN CEMENTITIOUS UNDERLAYMENT IS PLACED DIRECTLY AGAINST THE I I GYPSUM WALLBOARD). ACOUSTICAL CAULKING ATJOINT MAY BE OMITTED IN SUCH J INSTANCES. DOOR PER SCHEDULE 11. DO NOT MAKE FIELD SUBSTITUTIONS FOR RESILIENT CHANNELS; USE ONLY THOSE RESILIENT CHANNELS SPECIFIED IN SECTION 092116. 12. DO NOT APPLY RESILIENT CHANNELS OVER PLYWOOD SHEATHING OR OTHER SOLID SHEETS 13. DO NOT SECURE CASEWORK OR OTHER WALL -MOUNTED ITEMS TO RESILIENT CHANNELS; USE TOGGLE BOLTS THROUGH THE GYPSUM WALLBOARD INSTEAD HM DOOR @ CMU WALL - HEAD HM DOOR @ CONCRETE - HEAD DETAIL @ WOOD - HEAD 3" = 1 '-0" 2 3" = 1 '-0" 4 6" = 1 '-0" CONCRETE MASONRY UNIT WALL CENTER WALL AND DOOR FRAME HOLLOW METAL FRAME MASONRYANCHOR HOLLOW METAL DOOR FRAME BACKER ROD AND SEALANT - BOTH SIDES CENTER WALL AND DOOR FRAME CONCRETE WALL -SEE STRUCTURAL HOLLOW METAL DOOR FRAME BACKER ROD AND SEALANT - BOTH SIDES w DOOR DOOR m w t� —( -- tf'------ ------ — Lrl QLU i T LU L - J Z w 0- 0 Im I g HM DOOR @ CMU WALL -JAMB V311 = V-0" i ll Im I =7 HM DOOR @CONCRETE -JAMB 3" = V-0" .A.�-AA Q DETAIL @ H.M. DOOR -JAMB U611 = 1 '-0" 13 DETAIL @WOO 611 = V-011 .,.m -1A D -JAMB 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck IIIIBECK & ASSOCIATES, PLLC N O 00 m z Vn 0 0 � Z z O V) w o z z O2 '- o J Lu O 0 v w > 00 00 J ru 0 8 O oN O O � Z N z Q� w REVISION DATE REASON FOR ISSUE B 12.18.21 City Comments #02 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS - DOORS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 UPPER-4" PULL 2" 2" 01 1 DRAWER - 4" PULL: CENTERED cr w 0 cy w Fn Fn I 2" LOWER - 4" PULL � TYP. PULL LAYOUT I 1 1/2" = 1'-0" 00, UPPER -TAB PULL: HORIZONTAL DRAWER - 4" PULL: OFF -CENTER CE LOWER - TAB PULL: HORIZONTAL BLOCKING FOR UPPER CABINETS AND SHELVING DETAIL NOTES: 1. 2x6 MIN. BLOCKING / 2x10 MAX. BLOCKING - SEE 20/A7.00a FOR ADDITIONAL INFORMATION. 2. COORDINATE HEIGHT W/ PRODUCT DATA AND CODE REQUIREMENTS. 3. SEE INTERIOR ELEVATIONS FOR LOCATIONS WHERE THIS DETAIL APPLIES. BLOCKING IS CONTINUOUS FOR FULL LENGTH OF WALL IN WHICH IT OCCURS. WOOD STUD AND GYP BD WALL BLOCKING FOR BASE CABINETS, WALL GUARDS, GRAB BARS AND FLOOR TO CEILING SHELVING � CASEWORK BACKING DETAIL J 3/4" = 1 '-0" C F 'u u C F c u LJ u c FACE OF WALL BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH AND COUNTERTOP PER SPEC 4" RAIL AT TOP AND BOTTOM OF CABINET DOOR- FINISH AS SHEDULED AND EDGE BANDING AS SPECIFIED CABINET BODY - PER SPEC WITH FINISHED END PANELS, FACE, & EDGES ADJ SHELVES - FINSIHED PER SPEC WITH MATCHING EDGEBANDING AT FRONT EDGE. PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS BACK FINISHED PER SPEC BASE PER FINISH SCHEDULE FIXED BOTTOM SHELF (2) CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC FINISHED FLOOR - SHIM AS REQ TO LEVEL *PULLS PER SPECIFICATION. SEE TYP PULL LAYOUT FOR z O Q w J w O I - Of w LL Lu Of UPPER - TAB PULL: VERTICAL DRAWER - TAB PULL: TOP EQ 11 CE LOWER - TAB PULL: VERTICAL 2' - 6" � LOWER COUNTERTOP v 1 1 /2" = 1 '-0" *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT 2'-1 " N li EXTENSIONFULL DRAWER � GLIDES PER SPEC DOOR & DR FACE - 3/4" MDF WITH PLASTIC LAMINATE N 11 z °FACE AND BACK WITH ° _ EDGE BANDING DMATCHING o w - ° Lu O o wILL LU OVERLAY HINGE, TYP , EQ ^"^nT� I "RTOPAND S@10"OC FACE OF WALL FACE OF WALL BACKSPLASH RETURNS PER ELEVATIONS FAUCET PER SCHEDULE BACKSPLASH AND COUNTERTOP PER SPEC 3/4" FULL SUB TOP #10 SCREWS AT 12"OC (2 MIN) INTO TYPE (B) BLOCKING PER DETAIL 19/A7.01 4" BACK RAIL CABINET BODY - 3/4" MDF FINISHED PER SCHEDULE WITH FINISHED END PANELS, FACE, & EDGES OVERLAY HINGES PER SPEC DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED SIMPSON 'L30' CLIP INTO TYPE (B) BLOCKING PER DETAIL 19/A7.01 BASE PER SCHEDULE (2) CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC FINISHED FLOOR AND BASE BELOW SINK PER SCHEDULE 7 LOWER SINK CABINET L 1 1/2" = 1'-0" COUNTER TOP AND BACKS PER FINISH SCHEDULE *PULLS PER SPECIFICATION SEE TYP. PULL LAYOUT FOR PLACEMENT 4" RAIL AT TOP AND BOTTC CABINET FULL HEIGHT DOOR FRONT PULLOUT WASTE BINS, HA 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BAI AS SPECIFIED BASE PER FINISH SCHEDUL FINISHED FLOOR - SHIM AS REQ TO LEVEL (2) CONTINUOUS 4" H BASE,,,,,, WITH STRETCHERS AT 24" OC -7 LOWER CABINET WITH PULL DOOR BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH AND COUNTERTOP PER SPEC 4" RAIL AT TOP AND BOTTOM OF CABINET 1/2" MDF W/MELAMINE DRAWER SIDES, BACK, AND FRONT WITH MATCHING EDGE BANDING. 1/4" MATCHING BOTTOM, TYP CABINET BODY - 3/4" MDF WITH FINISHED PER SCHEULULE WITH FINISHED END PANELS, FACE, & EDGES 1/4" MDF BACK WITH MELAMINE ADJ SHELVES - 3/4" MDF WITH MELAMINE WITH MATCHING EDGEBANDING AT FRONT EDGE. PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS BASE PER FINISH SCHEDULE MELAMINE FIXED BOTTOM SHELF (2) CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC FINISHED FLOOR - SHIM AS REQ TO LEVEL n LOWER CABINET DOOR PLACEMENT LOWER CABINET DOOR/DRAWER ' v 1 1/2" = 1'-0" UPPER CABINET LIGHT (WHERE NOTED) _ 3 1/2" HANGER CLEAT AT TOP OF CABINET F DOORS - FINISHED PER SPEC DOOR INSERT PER SPEC 3 1/2" HANGER CLETE ATTACHED TO FACE OF a z ° WALL O O ° O Q ° °7 CABINET BODY- PER SPEC. FINISH ALL END U) w PANELS, FACE, & EDGES. z LU O 0 0 1/4" BACK FINISHED PER SPEC w w w Q ° ADJ SHELVES - FINISHED PER SPEC. FINISH w ALL EXPOSED EDGES. PROVIDE (4) MTL N ° ° SUPPORT CLIPS PER SHELFAND MOUNTING LU � HOLES AT 32 MM OC IN END PANELS OVERLAY HINGE, TYP FINISHED FIXED BOTTOM SHELF C 4" RAIL AT BOTTOM OF CABINET UNDERCABINET LIGHT (WHERE NOTED) *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT I IDDCD r A Q MnnDC \n// INICCD-r 1 1 /2" = 1 '-0" ' I 1 1/2" = 1'-0" i CASEWORK @ AM NTERTOPAS __DULED JK _-CESSIBLE FAUCET E DETAIL FOR REQUIRED EEL SUPPORT DETAIL 1 1/2" = 1'-0" FACE OF WALL BACKSPLASH RETURNS PER ELEVATIONS BACKSPLASH AND COUNTERTOP PER SPEC 4" RAIL AT TOP AND BOTTOM OF CABINET DRAWER SIDES, BACK, AND FRONT WITH MATCHING EDGE BANDING FINISHED PER SPEC. 1/4" MATCHING BOTTOM, TYP CABINET BODY - PER SPEC WITH FINISHED END PANELS, FACE, & EDGES. 3ACK FINISHED PER SPEC DRAWER FACE - FINISH AS SCHEDULED WITH EDGE BANDING AS SPECIFIED FULL EXTENSION HEAVY DUTY DRAWER GLIDES, TYP BASE PER FINISH SCHEDULE (2) CONTINUOUS 4" H BASE RAILS WITH STRETCHERS AT 24" OC FINISHED FLOOR - SHIM AS REQ TO LEVEL P-LO W E R-36-41D R-6888 LOWER CABINET WITH DRAWERS J 1 1/2" = 1'-0" FACE OF WALL 2'-1" COUNTERTOP PER SCHEDULE 4" RAIL AT TOP AND BOTTOM OF CABINET *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT 4" RAIL AT TOP AND BOTTOM OF CABINET BASE PER FINISH SCHEDULE FINISHED FLOOR - SHIM AS REQ TO LEVEL (2) CONTINUOUS 4" H BASE F WITH STRETCHERS AT 24" OC Q LOWER CABINET W/DRAWERS V 1 1 /2" = 1 '-0" FACE OF WALL BACKSPLASH A PER SCHEDULE 4" RAIL AT TOP OF CABINET *PULLS PER SP SEE TYP. PULL PLACEMENT BASE PER FINIS FINISHED FLOC TO LEVEL (2) CONTINUOL,, WITH STRETCHERS AT 24" OC LOWER CABINET 1 1/2" = 1'-0" FACE OF WALL. (PROVIDE CONTINUOUS WALL BACKING 2" *PULLS PER SPECIFICATION. TOP &BOTTOM OF CABINET) SEE TYP. PULL LAYOUT FOR 1'-0" DOORS - FINISH AS SCHEDULED PLACEMENT AND EDGE BANDING AS SPECIFIED - 1/4" MELAMINE FALSE 3 1/2" HANGER CLEAT AT TOP OF CEILING OR FLOOR ABOVE PANEL AT BACK OF CABINET AND ATTACHED TO FACE o o CABINET, 3/4" WOOD ® VENEER AT RANGE OF WALL 1' 0" CLEAR SOFFIT G C EXHAUST DUCT CABINET BODY - PER SPEC. WHERE OCCURS G o MELAMINE ADJ SHELF FINISHED END PANELS, FACE, & I z EDGES. FILLER g '~11 z > RECESSED PLUG OUTLET 1/4" BACK FINISHED PER SPEC m LU G In ° ° U W _ LU = c c o ADJ SHELVES - FINISHED PER SPEC LU LULU EXHAUST DUCT N o ° WITH MATCHING EDGEBANDING j SEE MECHANICAL z o o OUTLET ACCESS: 4" AT FRONT EDGE. PROVIDE (4) MTL o 0 0 o WIDE OPENING AT LU BOTTOM OF CABINET O w ° o SUPPORT CLIPS PER SHELF AND EXHAUST DUCT ENCLOSED ON 34 Q ° MOUNTING HOLES AT 32 MM OC SIDES WITHIN CABINET "' WHERE MICROWAVE w I I w WHERE OCCURS J ° IN END PANELS u, o w Ln ° ° OVERLAY HINGE, TYP I I � w ° ° i d FIXED BOTTOM SHELF- FINISHED _ w o PER SPEC — _ — _ o DOOR PULL z r: 4" RAIL AT BOTTOM OF CABINET _ I o -------------- in — °c LU ALL EXPOSED SURFACES TO RANGE HOOD > I > p MATCH FACE 2" LIGHT VALANCE WITH 1' 3" LINE OF MICROWAVE UNDERCABINET LIGHT (WHERE FACE OF WALL VERIFY INDICATED) *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT 12 UPPER CABINET WITH DOOR CASEWORK @ UPPER - RANGE UPPER CABINET OVER MICROWAV 1 1/2" = 1'-0" �1 FACE OF WALL (PROVIDE3 1 1/2" = 1'-0" 2 6 14 1 1/2" = 1' 0" FACE OF WALL z SEE DETAIL FOR REQUIRED KNEE AND TOE CLEARANCE FINISH PANEL TO MATCH CASEWORK -- BASE INISHED FLOOR XTEND UNDER CABINET ENITY KITCHEN SINK 1 LOWER CABINET W/ DOO 1 1 /2" = 1 '-0" CONT BACKING TOP & FACE OF WALL BOTTOM) BACKSPLASH RETURNS (PROVIDE CONT PER ELEVATIONS BACKING TOP & 4" BACKSPLASH & BOTTOM) BACKSPLASH & COUNTERTOP 7m::j COUNTER PER CABINET BODY - 3/4" ELEVATION WOOD VENEER @ COUNTERTOP, END PNLS, CABINET BODY PER FACE & EDGES MELAMINE SPEC @ ALL OTHERS 4"WRAIL @ TOP & BOTTOM OF CABINET ><4" W/ RAIL @TOP & BOTTOM OF CABINET DOORS 3/4" WOOD VENEER @ FACE, EDGES Lf == AND BACK z ADJ SHELVES - 3/4" MDF W/ MELAMINE ALL SIDES w PULLS PROVIDE 4 MTL SUPPORT LU PER SPEC DOORS SLIPS PER SHELF & Lu MOUNTING HOLES @ 2" w -- OC IN END PANELS - NOT Q (l CIKA (NAAII % 1/4" MELAMINE BACK MANUFACTURER'S LCABINET BASE PER FINISH BASE PER FINISH SCHEDULE SCHEDULE (2) CONT 4" W BASE (2) CONT 4" W BASE RAILS RAILS W/ STRETCHERS W/ STRETCHERS @ 24" OC 3" @ 24" OC FINISH FLOOR - SHIM CAB FINISH FLOOR -SHIM AS NECESSARY TO LEVEL CAB AS NECESSARY 1Q SINK CABINET TO LEVEL 9281 OF VA et" - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O DD 0) z V) 0 0 (� Z z O Un 0 Ln W 0 z z L.L O O 0 � > O � � z LU O > Ln co J CD N Oc oCD J o O co CD CD= Z N z 0 N Q w REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01,03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS - CASEWORK PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 1'_n" UPPER CABINET LIGHT (WHERE NOTED) 3 1/2" HANGER CLEAT AT TOP OF CABINET DOORS - FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED 3 1/2" HANGER CLETE ATTACHED TO FACE OF WALL CABINET BODY - FINISHED PER SPEC. FINISH ALL END PANELS, FACE, & EDGES. 1/4" BACK PER SPEC ADJ SHELVES - FINISH PER SPEC. FINISH ALL EXPOSED EDGES. PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS OVERLAY HINGE, TYP FINISHED FIXED BOTTOM SHELF 4" RAILAT BOTTOM OF CABINET UNDERCABINET LIGHT (WHERE NOTED) FACE OF CEILING 3 1/2" HANGER CLEAT AT TOP OF CABINET DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED DOOR INSERT PER SPEC 3 1/2" HANGER CLETE ATTACHED TO FACE OF WALL CABINET BODY - 3/4" WOOD. FINISH ALL END PANELS, FACE, & EDGES. 1/4" BACKVENEER BACK ADJ SHELVES - 3/4" WOOD - FINISH ALL EXPOSED EDGES. PROVIDE (4) MTL SUPPORT CLIPS PER SHELF AND MOUNTING HOLES AT 32 MM OC IN END PANELS OVERLAY HINGE, TYP FINISHED WOOD FIXED BOTTOM SHELF 4" RAIL AT BOTTOM OF CABINET *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT FACE OF WALL BACKSPLASH RETURNS PER ELEVATIONS FAUCET PER SCHEDULE BACKSPLASH AND COUNTERTOP PER SPEC 3/4" FULL SUB TOP SUPPORT BRACKET BETWEEN SINKS-1/4"x2"x2"x26" STEEL ANGLE WELDED TO 1/4"x2"x3"x24" STEEL ANGLE, BOLTED TO 18 GA. MTL STUDS W/(4) 3/8" DIA BOLTS 4" BACK RAIL UNDERMOUNT SINK PER SCHEDULE ADAALLOWABLE EQUIPMENT AREA; SEE ACCESSIBILITY SHEET FOR DIMENSIONS REMOVABLE ACCESS PANEL BELOW SINK BLOCKING AS REQ FINISHED FLOOR AND BASE BELOW SINK PER SCHEDULE � ADA RESTROOM SINK W/ APRON J 1 1/2" = 1'-0" w W U) U) w a > FACE OF WALL CABINET BODY - 3/4" MELAMINE AT ALL NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT L�\ FACE OF WALL CABINET BODY - 3/4" MELAMINE AT ALL NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE BANDING AS SPECIFIED DOOR INSERT PER SPEC 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT *PULLS PER SPECIFICATION. 1 I SEE TYP. PULL LAYOUT FOR PLACEMENT UPPER CABINET WITH UNDERCAB LIGHTING UPPER CAB DOORS PARTIAL GLASS UPPER CAB OVER REFR. UPPER CAB OVER REFR. - PARTIAL GLASS 1 1 /2" = 1'-0" 6 1 1 /2" = 1'-0" 7 1 1 /2" = 1'-0" 1 1 /2" = 1'-0" FACE OF WALL FACE OF WALL FACE OF WALL COUNTERTOP PER SPEC 2'-0" MAX BACKSPLASH AND COUNTERTOP ol 2'-1 ADA FAUCET AND SINK PER SCHEDULE N 10 ol PER FIXTURE SCHEDULE BACKSPLASH AND BACKSPLASH AND T RETURNS PER ELEVATIONS COUNTERTOP PER 4" RAIL AT TOP AND BOTTOM j—�\ �� SCHEDULE OF CABINET *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT BASE PER FINISH SCHEDULE FINISHED FLOOR - SHIM AS F TO LEVEL (2) CONTINUOUS 4" H BASE I,_ WITH STRETCHERS AT 24" OC Q LOWER CABINET MW & DWR J 1 1 /2" = V-0" \A/ATEDrAI I Eflr'E DE\/(l Nlfl PLYWOOD SUB TOP *PULLS PER S 1/4" MELAMINE BACK TYP. PULL LA' CABINET BODY - 3/4" MDF PLACEMENT WITH FINISH AS SCHEDULED AT FACE & EDGES 4" BACK RAIL LOCKABLE DOORS - 3/4" MDF WRAP SUPPL' WITH FINISH AS SCHEDULED PIPES WITH If AT FACE, EDGES & BACK WASTE BIN FINISHED WA MELAMINE FIXED SINK PER SCF BOTTOM SHELF LAMI FACE AND E D 4" W RA I L AT TO P& BOTTOM OF CABINET ALLOWABLE I AREA CONT. BASE RAILS W/ ATTACHED T( STRETCHERS @ 24"O.C. FINISH FLOOR -SHIM FINISHED FLC CAB AS NECESSARY TO BELOW SINK LEVEL � n CW_BASE CAB W RECYCLING SLOT ' v 1 1 /2" = 1'-0" QUARTZ COUNTERTOP PULLS PER SPEC EMBEDDED STEEL FORWARD'L' BRACKET WITH COUNTERSUNK FASTENERS. BASIS OF DESIGN, c CENTERLINE BRACKETS - FRONT a MOUNTING PLUS SUPPORT LL BRACKET 10"x8" LL CABINET SHELF SUPPORT BASE FINISHED FLOOR FACE OF WALL 13 CASEWORK @ LOWER W/ BAR - DOOR DRAWER 1 1 /2" = V-0" JARTZ COUNTERTOP EQUIPMENT; SEE ELEVATION ELECTRICAL RECEPTACLE EMBEDDED STEEL FORWARD'L' BRACKET WITH COUNTERSUNK L FASTENERS. BASIS OF DESIGN, F CENTERLINE BRACKETS - FRONT MOUNTING PLUS SUPPORT BRACKET 10"x8" ° 0 PULLS PER SPEC BASE FINISHED FLOOR FACE OF WALL 14 CASEWORK @ LOWER W/ BAR - MICROWAVE 1 1 /2" = 1'-0" \A/ATrfl I A I I rfl!"I fl r\//lI lfl ADA SINK CAB W/ ATTACHED BASE ' L 1 1 /2" = 1'-0" QUARTZ COUNTERTOP PULLS PER SPEC EMBEDDED STEEL FORWARD'L' BRACKET WITH COUNTERSUNK FASTENERS. BASIS OF DESIGN, CENTERLINE BRACKETS - FRONT MOUNTING PLUS SUPPORT BRACKET 10"x8" BASE FINISHED FLOOR FACE OF WALL CASEWORK @ LOWER W/ BAR - DRAWERS 1 5 1 1 /2" = 1 '-0" 9281 OF luIleOfl �. �� .. - ole 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 (D ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 Cn V) 0 0 (� Z z O Un 0 L/ W 0 0 z z U. 0 O 0 LU 0� 0 z O ; �co J >_ 8 O oN J o Oco L r' CD = Z N z o_ REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS - CASEWORK PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 �1 u�rW QUARTZ TR DIMMABLE LED S Q U, Q UART2 AND E 12"x12" VENT SIDE COORDINATE OUTLET PULL NOTE: FINIS STOREFRON � RECEPTION DESK AT CPU STORAGE w w 0 LU Lu Ll- Lu 0 N ' 1 1 /2" = 1 '-0" 1'- 8 3/4" SUPPORT BRACKET - 1/4" x 3" x 26" STEEL ANGLE (TAPERED CUT BOTTOM LEG AND GRIND SMOOTH) WELDED TO 1/4" X 3" X 24" STEEL PLATE, BOLTED TO STUDS WITH (3) 1/2" DIA. BOLTS. LOCATION PER ELEVATION. OPEN FOR DELI EQUIPMENT- SEE CONSULTANT DRAWINGS 2'-51 /2" 1'- 31 /4" QUARTZ TRANS/ MIT DIMMABLE LED COMPUTER MC Q1 QUAR- AND PLYWOOD SUB T COORDINATE GR LOC WIRE MANAGEMEf COOP POWER/DATA GYPSUM WALL, P BASE AS SCHE 7 RECEPTION DESK AT TRANSACTION L 1 1/2" = 1'-0" — QUARTZ SHROUD; WHERE OCCURS 10" L BRACKET WITH 1/2" SCREWS FASTENED TO VERTICAL PANEL AND 1-1/2" SCREWS FASTENED TO SUBTOP. NO ATTACHMENTS ON CUSTOMER SIDE STEEL ANGLE — QUARTZ COUNTERTOP — BLOCKING AT TOP & BOTTOM 3/4" PLYWOOD SUBTOP VINYL WALLCOVERING —TILE TRIM ELECTRICAL OUTLET BOX DIMENSIONAL SUBWAY TILE \ PORCELAIN TILE SEE WALL ASSEMBILIES BISTRO COUNTER AT EQP 1 1/2" = 1'-0" q, _ i m- E F -------------------------- ------------------- �1_nll 7 BISTRO COUNTER AT EQP 1 1/2" = 1'-0" COUNTERTOP DJUSTABLE SHELF SEE INTERIOR ELEVATION OR QUANTITY ')E AS SCHEDULED SHED FLOOR V IIVILI NJ IV/1L I ILL 10 BISTRO COUNTER AT EQP- LOWER DOOR 1 1/2" = V-0" T - 711 QUARTZ 1-1/2"X 1-1) ANGLE LE 3-5/i WC I N STA I GYPSUM V BASE F 3 RECEPTION DESK AT ADA 1 1/2" = V-0" AMBIENT PASTRY DISPLAY BY OTHERS (SHOWN DASHED) 'L QUARTZ COUNTERTOP � QUARTZ COUNTERTOP Ll Ll BEYOND o BUILT-IN, UNDERCOUNTER 'GRAB AND GO' BY OTHERS (SHOWN DASHED) TILED END WALL BEYOND PROVIDE POWER AS REQUIRED QUARTZ TOP CAP WITH BUILT-UP, EASED FRONT EDGE PORCELAIN TILE OVER TILE BACKER BOARD FINISHED PLAM INTERIOR BASE BLOCKING 2'-6" QUARTZ COUNTERTOP W/MITERED EDGES PLYWOOD SL CONCEALED LEE STAINED WOC 4 RECEPTION DESK AT FILE DRAWER 1 1 /2" = 1 '-0" 3-10" 101, 1'-31/4" 1'-83/4" COUNTERTOP EQUIPMENT PAPER DISPENSER CASEWORK PANEL - 1 DOOR PULL c SE DISHED FLOOR V IIVI LI V.JIVIVlIL I ILL Q BISTRO COUNTER AT EQP- LOWER DOOR V 1 1/2" = 1'-0" 4 2'-6" --------------- __--- BACKSPLASH PER SCHEDULE r I 71 I I QUARTZ COUNTER I I I I 1 OPEN BELOW FOR 1 EQUIPMENT - COORDINATE PLUMBING AND ELECTRICAL 1 REQUIREMENTS. SEE FLOOR PLAN AND ELEVATIONS FACE OF WALL I I I I I I I I I I I I I I 1 BASE AS ____------ 1 SCHEDULED 1 ------FINISHED FLOOR I ----------------- 5 LOWER COUNTERTOP 1 1 /2" = 1 '-0" 2' - 6" QUARTZ COUNTERTOP AND WATERFALL EDGE _ I I I I I L- - - - - - - - - - - - - - Ll J SEE WALL ASSEM BLI ES 3" QUIPMENT =ASEWORK PANEL DOOR PULL BASE FINISHED FLOOR Q BISTRO COUNTER AT EQP -LOWER DOOR J 1 1/2" = 1'-0" GATE PLAN 13 1 " = 1 '-0" TYPES PER PLAN ASE BELOW ,NELS, 3/4" SOLID ON ALL SIDES & MATCH GATE, __ORNERS, 1/4" AT WALL OBER CORE E ACTING, GATE PIVOT HINGES, �SSAABLOY, 4007MRB -HICK GATE, WOOD PLYWOOD CORE INISH PER ELEVATION AP ABOVE J i WALL CAP, 1 /2" OVERHANG FROM FINISHED WALL ALIGN TOPS OF GATE & SIDE PANELS SOLID WOOD TOP TO MATCH GATE FINISH LOCK ON BOTH SIDES DOUBLE ACTING, GATE SPRING PIVOT HINGES SIDE PANELS BEYOND, EXTENDS FROM FLOOR TO UNDERSIDE OF WALL CAP WALL BEYOND FINISHED FLOOR 14 GATE SECTION 1 1 /2" = 1 '-0" 9281 (OFFlet 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N CD 00 z V) 0 0 0 Z z O Un V 1 w o 0 z z L.L O O o O z O LU00 > J 8 N O oCD J o � O I� CD = Z N z o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS - PUBLIC SPACES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 TYPICAL TILE EDGE 1211 = 1 '-011 w w w ry Q GYP. BD. - FINISH AS SCHEDULED SCHULTERJOLLY PROFILE WALL TILE THIN SET FINISHED FLOOR FACE OF WALL SEE PLANS FOR WALL TYPES AND FOR FIRE - RATED WALL / DOOR / WINDOW FACE OF WALL WALL BASE BELOW, ALIGN WITH WALL EDGE EXTEND PORTAL PAST GYP WALL, ALIGN WITH WALL BASE SOLID WOOD, FINISH ALL EXPOSED EDGES, NO EXPOSED ATTACHMENTS 7 PORTAL @WALL CORNER L3" = V-0" CABINET BODY - 3/4" h MELAMINE AT ALL - li NONEXPOSED SURFACES DOORS - 3/4" MDF WITH FINISH AS SCHEDULED AND EDGE li BANDING AS SPECIFIED 1/4" MELAMINE BACK 3/4" MELAMINE ADJ SHELF *PULLS PER SPECIFICATION. SEE TYP. PULL LAYOUT FOR PLACEMENT � UPPER CAB -ABOVE REFRIGERATOR J 1 1 /2" = 1 '-0" WALL TYPE AS INDICATED 5/8" GYP BOARD 1 /2" PLYWOOD BACKING GYP BOARD BEYOND DIMENSIONAL ACOUSTIC PANEL MATCH WALL FINISH AT ALL EXPOSED SIDES 2X FRAMING WALL FINISH PER SCHEDULE 13 ACOUSTIC PANEL WALL NICHE 3" = V-0" �0 WA L L 6 12" = 1 '-0" GYP SOFFIT, PAINT - EXTEND PORTAL PAST GYP WALL, ALIGN WITH WALL BASE 1/2" SOLID WOOD, FINISH ALL EXPOSED EDGES, NO EXPOSED ATTACHMENTS CONCEALED ATTACHMENTS, BLOCKING, FURRING, FIRE SAFING SCRIBE TO FINISH FLOOR � PORTAL @ CLNG %I J 3" = 1'-011 WALL TYPE PER PLAN TILE BACKER BOARD WATERPROOF MEMBRANE AT WET WALLS WALL TILE THINSET ADHESIVE METAL SCHLUTE R SCHIENE TILE EDGE TRIM ILE OUTSIDE CORNER 14 SHELVING UNIT AT WALL 1 1 /2" = 1 '-0" WALL FINISH PER ELEVATIONS REVEAL, PAINTT/M SHELVING UNIT SECURE SHELVING UNIT TO STRUCTURE, COUNTERSINK SCREWS FORSHAY METAL SHELVING UNIT, 72"H X 60"W, NATURAL STEEL FINISH FINISHED GYP AT WALL BEYOND, PAINT TO MATCH WALL FACE 1 x2 TRIM 1 x6 TRIM WALL FINISH PER ELEVATIONS Ln z 0 Q J W 0 H of w W w LINE OF CEILING 3/4" WALL TYPE PER PLAN SOLID WOOD FRAME, MITER AT CORNERS, RABBIT TO ACCEPT GLASS, TYP. (4) SIDES 1/4" THICK MIRROR GLASS COUNTERTOP AND BACKSPLASH OR WALL BASE AS SCHEDULED 7 MIRROR AT RESTROOMS 1 1 /2" = 1 '-0" SECURE METAL STUD TO STRUCTURE SECURE SHELVING UNIT AT WALL EVERY 2'-0" ON CENTER, COUNTER SINK SCREWS REVEAL, PAINTT/M SHELVING UNIT SHELVING UNIT (FOSHAY) FINISHED GYP, PAINTT/M WALL FACES 15 FF&ESHELVING UNIT AT END WALL 1 1 /2" = 1 '-0" z J Q V Vlll\V -/"ll I/"l \..1 I I V 1 II VI.JI ILV LIVV 1 r11VLL WITH BLIND NAILS TACKBOARD @BOOKCASE -TOP VIEW 3" = 1'-0" nnlnlTrn nnnr PFR NOOD VENEER \T EXPOSED =DGES, TYP. z J Q LINE OF CEILING WALL FINISH PER SCHEDULE 43/4" 3/4" TRIM EDGE BEYOND WOOD TOP CAP W/ MITERED LIP WALL BETWEEN WOOD PLANKS 43 44" HORIZONTAL WOOD SHIPLAP; TIGHT BUTT TO - BASE AND TOP CAP ` BASE AS SCHEDULED FLOOR FINISH AS SCHEDULED DECORATIVE WALL 1 1 /2" = 1 '-0" WALLCOVERI NG PAINT WOOD TRIM PAINT 9 MAILBOX SECTION DOUBLE -SIDED 10 MAILBOX SECTION 1 1 /2" = 1 '-0" 1 1 /2" = 1'-0" 01 9281 OF YA 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cn z Vn 0 0 � Z z O V) w o z z LL O > O2 C LU 0 z O LU00 ; J r 8 O oN 0 � O � = 4t ZO N z W N Q a REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS -PUBLIC SPACES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 • IISH 'ATI O N IN AS -ED :E PER ASING DES U 1 a FIREPLACE W/FIREWOOD INSERT ' v 1 1 /2" = 1'-0" V 3 GYP SOFFIT TO GYP CLG 3" = V-0" 1 =7 ARTWORK NICHE ' , 3" = 1'-0" CONTINUOUS LED LIGHT PLACED AT FRONT OF RECESS GYP BOARD (1) 3-1 /2" METAL STUD PAINT TO MATCH FACE OF WALL WOOD WALLCOVERING PER FINISH SCHEDULE QUARTZ PER FINISH SCHEDULE A GYP TO ACT 3" = 1'-0" 1 A FLOATING SHELF ' �T 3" = 1'-0" EA: FACE OF WALL PROVIDE CONTINUOUS BLOCKING CONCEALED METAL BRACKET. HAFELE, SHELF SUPPORT 283.33.910 OR EQUAL MA SHELF W/ MITER CORNERS; SEAMLESS SURROUND PER FINISH SCHEDULE ROLLER SHADE AS SCHEDULED + 00 z Ir J w FASCIA Q FEVERSEFAE CIA LL a - - DRIVE CHAT J_ SHADE CLO z 6" 6" = a z J_ W WALL WHERE u OCCURS SEE FLOOR a GYP. BD. CEILING PER PLAN = CEILING PLAN � Z wg = a 5/8" GYP SOFFIT WITH CORNER BEAD 5 ROLLER SHADE POCKET 3" = V-0" 4" TYP DOOR OFFSET AT PERPENDICULAR WALL / i / / CL THERMOSTAT / SWITCH GANG Ln \ Q Ln \ OUTLETS 0 z 3: w \ "' = F \ o0 0 - 00 0 0 \ CL o 0 \ _ rn I \ UNDERCUT DOOR AS REQUIRED TO CLEAR FLOOR FINISH 19 STD MTG HEIGHTS 3/4" = 1'-0" FIN FLOOR 9281 let" 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M z Vn 0 0 � Z z O V) 0 l/1 W �J z z LL o O 2 o � o z O LU00 > 00 J ro 0 0 0 O N 0 � o 0 = 4t O Z N z Q LLI REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 INTERIOR DETAILS - CEILING & WALL PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 h Al 1 909 LOWER PRIORITY WALL I ? I I I I I I I I I `11GHER PRIORITY WALL LOWER PRIORITY WALLS I OWER PRIORITY WALL HIGHER PRIORITY WALL 5 INTERSECTION PRIORITY DIAGRAMS 1 1 /2" = 1 '-0" LOWER PRIORITY WALL ? R PRIORITY WALLS CURTAIN WALL FRAMING FINISHED SILL BELOW - DO NOT CUT SILLS FOR MULLION CLOSURES OR WALL INTERSECTIONS METAL STUD - FULL HEIGHT AT FACE OF EXISTING SILL STUD LU LU Z � O O JJ W m 1U z w O = w w o wF- L/) z V) w w NEOPRENE GASKET ACOUSTIC SEALANT ALUMINUM CHANNEL - MATCH WINDOW FRAME - EXTEND FULL HEIGHT OF WINDOW PRIORITY WALLS PRIORITY WALL W0 *WALL PRIORITY LEGEND 4 HOUR FIRE RATED 1 3 HOUR FIRE RATED 2 2 HOUR FIRE AND SMOKE RATED 3 2 HOUR SMOKE RATED 4 1 HOUR FIRE AND SMOKE RATED 5 1 HOUR FIRE RATED 6 NON FIRE RATED, SMOKE RATED 7 NON RATED 8 METAL STUD SHEET METAL 4 INCH ANCHOR TO METAL STUDS W/ (2) #10 SCREWS PER STUD /� \ TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 50 /`�J LBS/LINEAL FT OR 100 LBS POINT LOAD Ln w J m w V) Q w Ln ADDITIONAL BACKING AT UPPER CABINETS & SHELVES CLEAT OR SIM SCHEDULED EQUIPMENT OR ACCESSORY UNPUNCHED SHEET METAL TRACK 6 INCH NOTCH FLANGE AT VERTICAL FRAMING - ATTACH WITH (3) #10 SCREWS @ EACH STUD ATTACH TO TWO STUDS MIN EXTEND 6 INCH BEYOND POINTS OF CONNECTION METAL STUD B\ TYPICAL WALL BACKING FOR OBJECTS WITH MAXIMUM VERTICAL LOAD OF 200 J LBS/LINEAL FT OR 395 LBS POINT LOAD UNPUNCHED METAL TRACK OR SHEET METAL -ATTACH TO TWO STUDS MIN AS DESCRIBED IN TYPE (A) AND (B) NOTES ABOVE. METAL STUDS - EACH SIDE OF BACKING PLATE ? NOTE: 1. COORDINATE BACKING LOCATION WITH ACCESSORY MANUFACTURER MOUNTING INSTRUCTIONS. 2. UNITS HEAVIER THAN 200 LBS/LINEAL FT OR 395 LBS POINT LOADS ARE NOT TO BE WALL MOUNTED. 3. PROVIDE BACKING AT ALL WALL MOUNTED ITEMS 15 METAL WALL @TYPICAL BACKING 3" = 1'-0" +/ 2'- 8" l I CENTER ON TV WIDTH l *-- ---7t—------7 I I I I I I I I I I OUTLETS PER PLAN III I cy 2 I I I III I I I I I I I CENTERLINE OF TELEVISION AND IIII I I I OUTLETS IIII o L-J L-J cy II,I I I I I I III II'I I 2 I I I IIII I I I I I I I I EXTENT OF PLYWOOD BACKING III I I I & WOOD BACKING IIi I I I i i _, =,,.r, - � DOUBLE STUD PLAN METAL WALL @ MULLION METAL WALL @ TV 19 3" = 1 '-0" 20 1 1 /2" = 1 '-0" 9281 C N of 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cif z Vn OO Z z O V) 0 l/1 W �J z z L.L O O2 LU LU cl� O 0 z > ) J r O _ O J � o O Z N Q � z N Q REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 METAL WALLS PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 h Al 1 41 F P HG FIG IN VG FL ELEVATIONS -DOOR TYPES (PANEL) 1 /2" = 1'-0" * 90 MIN HORIZONTAL EXIT DOORS = GL-44 WINDOW GLAZING (WHERE WINDOW IS LESS THA 100 SQ. IN.) OMITTED 1A/I nTW %A/I nTW %A/l nTl--I 1A/I nTW WIDTH R.O.H. ELEVATIONS -DOOR TYPES (OPERATION) 1 /2" = 11-01, WIDTH 1 2'- 0" )TECTED RATING GLAZING G L-40 G L-42 G L-44 A S1 ELEVATIONS - DOOR FRAME TYPES 1 /211 = 11-01, I II\L f 1\l I LL I LV 1\! I IINV VL 1 I A V 20 MIN: GL-40 45 MIN: GL-42 GENERAL NOTES - DOORS 1. 2. 3. 4. 5. N 7. 8. 9. 10 11 12 13 14 15 16 REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4AND 404.2.7 DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS 1/2 INCH. BEVEL CHANGES IN LEVEL GREATER THAN'/n INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE'/z INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. -- — — — - — - — — — - — - — — — - — - — — — - — - — - — - — - — - — ■ 1010.1.9.6 Controlled egress doors in Groups 1-1 and 1-2. Electric locking systems, including electromechanical locking systems and electromagnetic locking systems, shall be permitted to be locked in the means of egress in Group 1-1 or 1-2 occupancies where the clinical needs of persons receiving care require their containment. Controlled egress doors shall be permitted in such occupancies where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or an approved automatic smoke or heat detection system installed in accordance with Section 907, provided that the doors are iinstalled and operate in accordance with all of the following: i 1. The door locks shall unlock on actuation of the automatic sprinkler system or i automatic fire detection system. 2. The door locks shall unlock on loss of power controlling the lock or lock mechanism. I I i 3. The door locking system shall be installed to have the capability of being i unlocked by a switch located at the fire command center, a nursing station or other approved location. The switch shall directly break power to the lock. i 4. A building occupant shall not be required to pass through more than one door i equipped with a controlled egress locking system before entering an exit. 5. The procedures for unlocking the doors shall be described and approved as part I i of the emergency planning and preparedness required by Chapter 4 of the International Fire Code. 6. All clinical staff shall have the keys, codes or other means necessary to operate ithe locking systems. i i7. Emergency lighting shall be provided at the door. i 8. The door locking system units shall be listed in accordance with UL 294. I' L-----------------------------------+ DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FIG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER LL TOP & BOTTOM LOUVER TL TOP LOUVER PS PREFINISHED STEEL 9281 OF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 M Z V) 0 0 t3 Z z O Un 0 V1 W 0 z z LL O O 0 LU � O z O LU00 > J O N O oCD J o O20 L r' CD = ZCD N z w N Q � REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DOOR & FRAME TYPES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 SHEET NUMBER h Al 101 F P HIS FG NG VG FL ELEVATIONS -DOOR TYPES (PANEL) 1 /2" = 1 '-0" * 90 MIN HORIZONTAL EXIT DOORS = GL-44 WINDOW GLAZING (WHERE WINDOW IS LESS THA 100 SQ. IN.) OMITTED 1A11 nTW 1A/I nTW 1A11 nTW 1A11 nTW WIDTH 1 2'-0" )TECTED RATING GLAZING G L-40 G L-42 G L-44 A S1 ELEVATIONS - DOOR FRAME TYPES 1 /2" = 1 '-01, I II\L f 1\ll I LL I LV 1\! I II MV V�1I NV 20 MIN: GL-40 45 MIN: GL-42 U AS 1002 GENERAL NOTES - DOORS 1. 2. 3. 4. 5. N 7. 8. 9. 10 11 12 13 14 15 16 REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4AND 404.2.7 DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS'/z INCH. BEVEL CHANGES IN LEVEL GREATER THAN'/a INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE''/z INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER ILL TOP & BOTTOM LOUVER TL TOP LOUVER PS PREFINISHED STEEL 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N CD 00 C) z V) 0 Z z O� >a 0 � w 0 z z LL O OJ o O � � z 0 > v00 J CD 8 O� O CD J o O = O Z N z w N Q o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DOOR & FRAME TYPES CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 SHEET NUMBER Al 2901 DOOR SCHEDULE DOOR FRAME HARDWARE SET SIZE PANEL o z c w J O N l7 Z w � Q w 0 Q = U w U _ t- LNLI Y w Q Q I- � Q DC N Y w F w w p = (D U O w = N a = w w p Of w NO O Z l7 p LOCATION OPERATION "' _ Q z z Q Q Q Q x COMMENTS REVISION 2 � a LL a: L% 2 U Ln U w 0002A ELECTRICAL TO CORRIDOR SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 90 9.0 ■ ■ ■ 0002B ELECTRICAL TO CORRIDOR SWING 3- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 90 9.0 ■ ■ ■ 0003 MDF TO PARKING GARAGE SWING 3-6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 16.0 ■ ■ 0004A PARKING GARAGE TO LAUNDRY DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 13.0 ■ ■ 0004C LAUNDRY TO PARKING GARAGE SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL NR 20.0 ■ 0005 PARKING GARAGE TO BOILER SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 90 20.0 ■ 0006 PARKING GARAGE TO VESTIBULE SWING 3- 0" 7'- 0" 1 3/4" HG MTL P HM P MTL NR 28.0 ■ ■ 0007 PARKING GARAGE TO STOR. SWING 3-0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 21.0 0008 MAINT. TO PARKING GARAGE SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 9.0 ■ ■ 0009 PARKING GARAGE TO MECH SWING 3- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 21.0 ■ ■ ST1-P1 PARKING GARAGE TO SWING 3' - 0" 7' - 0" 1 3/4" F MTL P HM P MTL 180 11.0 ■ ■ ■ ST1-1 TO EXTERIOR SWING 3' - 6" 7' - 0" 1 3/4" FG MTL P HM P MFR 60 6.0 ■ ■ ■ 1000A VEST. FROM PARKING GARAGE DOUBLE SWING 6'- 0" 7'- 10 3/4" 1 3/4" DFG AL MFR AL MFR MTL NR 1.0 ■ ■ ■ 1000E GREAT ROOM TO VEST. DOUBLE SWING 6'- 0" 7'- 0" 1 3/4" DFG AL MFR AL MFR MTL NR 3.0 ■ ■ ■ ■ 1005 BISTRO TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1006 BISTRO TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1007 EXTERIOR TO DINING SWING 3'- 0" 7'- 10 3/4" 1" FG AL MFR AL MFR MTL NR 4.0 ■ ■ ■ 1007A STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1007B STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1008 FAMILY ROOM TO DINING SWING 3' - 0" 7'-0" 1 3/4" FG WD STN HM P WD NR 14.0 ■ 1009A BEVERAGE STATION TO DINING SWING 3'- 0" 7'- 0" 1 3/4" VG WD STN HM P WD NR 27.0 ELIASON 1009E CORRIDOR TO KITCHEN SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 24.0 ■ ■ 1011 KITCHEN TO OFF. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 22.0 1012 KITCHEN TO DRY STOR. ROOM SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 22.0 1015 CORRIDOR TO TRASH SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 28.0 COMMENT NOTE #1 1016 RECEIVING TO CORRIDOR SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017A PARKING GARAGE TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 7.0 ■ ■ ■ 1017B RECEIVING TO CORR. SWING 3- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 4 1017C PARKING GARAGE TO RECEIVING R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 INSULATED, MIN U-0.17 1019A EMPLOYEE LOUNGE TO CORR. SWING 3- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 15.0 ■ 1019B EMPLOYEE LOUNGE TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 26.0 1020 ELEV. WAITING TO CORR. SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 1 24.0 1 1 1 1 A 1021 RECEPTION TO ADMIN SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 24.0 ■ ■ 1022A RECEPTION TO DISCOVERY/ CO N F. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1022B RECEPTION TO DISCOVERY/ CO N F. SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1023 ADMIN TO SALES MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1024 ADMIN TO SALES MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1025 ADMIN TO EXEC DIR. SWING 3' - 0" 7'-0" 1 3/4" FG WD STN WD STN WD NR 22.0 1026 ADMIN TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD STN WD STN WD NR 26.0 1027 ADMIN TO BUSINESS OFFICE MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1030 EXTERIOR TO TRASH COLLECTION R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 1030A TRASH COLLECTION TO EXTERIOR EXTERIOR SWING 3- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 8.0 1031 GENERATOR TO R.O.H. 8'- 0" 12' - 0" 2" R.O.H. MFR MFR HM MFR MFR NR 38.0 1032 PARKING GARAGE TO MECHANICAL SWING 3'- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 21.0 1034 RISER ROOM TO EXTERIOR SWING R.O.H. 3- 0" 20'- 0" 7'- 0" 15- 0" 1 3/4" 2" F R.O.H. MTL MFR P MFR HM MFR P MFR MTL MFR NR NR 8.0 38.0 1040 PARKING GARAGE RAMP TO PARKING GARAGE RAMP ST2-1 STAIR - 02 TO EXTERIOR SWING 3-6" 7' - 0" 1 3/4" F MTL P HM P MFR NR 6.0 ■ ■ ■ ST3-1 PARKING GARAGE TO EXTERIOR SWING 3- 6" 7'- 0" 1 3/4" F MTL MFR HM P MFR NR 6.0 ■ ■ ■ 2000A ELEV. WAITING FROM COURTYARD SWING 3- 0" 7'- 0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ ■ ■ A 2001 TRASH TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 2002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 2003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2004 CORRIDOR TO STOR. SWING 3- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 2005 STOR. TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2006 IDF/ELEC TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-2 CORRIDOR TO STAIR - 01 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-2 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 3001 TRASH TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 3002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 3003 JAN TO CORRIDOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 3004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 3005 STOR. TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ 3006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-3 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-3 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 4001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 4002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 4003 JAN TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ 4005 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ ST1-4 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-4 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 5001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 5002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 5003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 5004 CORRIDOR TO ACT. DIR. OFFICE SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 23.0 ■ ■ A 5005 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ 5006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-5 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-5 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 6001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 6002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 6003A THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003B THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003C AV TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7'- 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003D STOR. TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7'- 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003E EXTERIOR DECK TO THEATER/COMMUNITY SWING 3'- 0" 7'- 0" 1 3/4" FG MTL MFR HM P MTL NR 5.0 6005 ELEV. CONTROL TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" HM HM P HM P MTL 90 21.0 ■ ■ A 6006 ELEV. WAITING TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 26.0 ■ ■ A 6006A JAN TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.1 ■ ■ 1, A 6007 FITNESS TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6008 SALON FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F WD STN HM P MTL 20 24.0 ■ ■ A 6009 RR FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6010 CORRIDOR TO RR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6011 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ A ST1-6 CORRIDOR TO STAIR - 01 SWING 3- 6" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-6 CORRIDOR TO STAIR - 02 SWING 3'- 6" 7'- 0" 1 3/4" NG MTL P H M= P MTL 90 11.0 ■ ■ ■ C GENERAL NOTES - DOORS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 3. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. 4. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. 6. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4 AND 404.2.7 7. DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED ATAN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 9. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS'/z INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. 10. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. 11. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. 12. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE 1/2 INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). 13. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 14. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. 15. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". 16. EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER LL TOP & BOTTOM LOUVER TL TOP LOUVER PS PREFINISHED STEEL *01 DOOR TO BE SELF- OR AUTMOATIC-CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 71 6.5.9.3 COMMENT NOTES 1. DOOR TO BE SELF- OR AUTOMATIC -CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH I BC 2015 716.5.9.3 2. DOORS TO BE CONTROLLED EGRESS IN ACCORDANCE WITH IBC 1010.1.9.6. DOOR SCHEDULE - UNITS DOOR FRAME HARDWARE SIZE PANEL a 0 O z 0 ''' w o U Y O= o N l7 z w w Q H U w Z w U _ Z Q _U w v1 w Z O w p 2 Y U H 2 N a _J H 2 Of w p p w Z 0 � O to p H N O NO. DESCRIPTION OPERATION ? _ TYPE 2 LL 2 LL LL = U w a w u COMMENTS REVISION v�i /a\ A UNIT ENTRY SWING 3'- 0" 7'- 0" 1 3/4" F WD PAINT A PS PAINT 20 31.0 B UNIT BED SWING 3- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 Cl UNIT BATH SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 D1 UNIT CLOSET SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D2 UNIT CLOSET SWING 2'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D3 UNIT CLOSET DOUBLE SWING 4'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D4 UNIT CLOSET DOUBLE SWING 5'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D5 UNIT CLOSET DOUBLE SWING 6'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 18.0 F UNIT LAUNDRY SWING 3'- 0" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 F2 UNIT LAUNDRY SWING 2'- 6" 6'- 8" 1 3/8" FLA WD PAINT A WD PAINT NR 35.0 G UNIT DECK SWING 3'- 0" 7'- 0" 1 3/4" FG AiNL MFR A VYNL MFR NR 32.0 9281 ;'jai 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BE & ASSOCIATES, PLLC N 00 M z V) 0 0 t3 Z z O U) 0 U W 0 z z L.L O O 0 0� 0 z O LU00 ; J 8 O N oCD J o O co CD = Z N z w N Q D_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DOOR SCHEDULE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 ASI 001 DOOR SCHEDULE DOOR FRAME HARDWARE SET SIZE PANEL o z LJ LU 0 O N J J U Z w � J w w Q = U W U = H W W Q Q H Q w H w > w p 2 l7 Y U LL O w 1 = V)a = N w I-- � w 0 N O Y O 0 Z l7 0 LOCATION OPERATION _ a L = U 2 w COMMENTS REVISION IL V) U 0002 ELECTRICAL TO PARKING GARAGE SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR ■ ■ ■ 0003 MDF TO PARKING GARAGE SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 16.0 ■ ■ 0004A PARKING GARAGE TO LAUNDRY DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 13.0 ■ ■ 0004C LAUNDRY TO PARKING GARAGE SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 20.0 ■ 0005 PARKING GARAGE TO BOILER SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL 90 20.0 ■ 0006 PARKING GARAGE TO VESTIBULE SWING 3'- 0" 7' - 0" 1 3/4" HG MTL P HM P MTL NR 28.0 ■ ■ 0007 PARKING GARAGE TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 21.0 0008 MAINT. TO PARKING GARAGE SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 9.0 ■ ■ 0009 PARKING GARAGE TO MECH SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 21.0 ■ ■ ST1-P1 PARKING GARAGE TO SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 180 11.0 ■ ■ ■ ST1-1 TO EXTERIOR SWING 3' - 0"YN 7' - 0" 1 3/4" I HM I MTL P HM P MFR I 60 6.0 ■ I ■ I 1 I ■ I Vr• ter• RFI - n51 1000A VEST. FROM PARKING GARAGE DOUBLE SWING 6'- 0" 7' - 10 3/4" 1 3/4" DFG AL MFR AL MFR MTL NR 1.0 ■ ■ ■ 100013 GREAT ROOM TO VEST. DOUBLE SWING 6'- 0" 7' - 0" 1 3/4" DFG AL MFR AL MFR MTL NR 3.0 ■ ■ ■ ■ 1005 BISTRO TO RR SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL NR 30.0 1006 BISTRO TO RR SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL NR 30.0 1007 EXTERIOR TO DINING SWING 3'- 0" 7' - 10 3/4" 1" FG AL MFR AL MFR MTL NR 4.0 ■ ■ ■ 1007A STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1007B STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1008 FAMILY ROOM TO DINING SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P WD NR 14.0 ■ 1009A BEVERAGE STATION TO DINING SWING 3' - 0" 7' - 0" 1 3/4" VG WD STN HM P WD NR 27.0 ELIASON 1009B CORRIDOR TO KITCHEN SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 24.0 ■ ■ 1011 KITCHEN TO OFF. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 22.0 1012 KITCHEN TO DRY STOR. ROOM SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL NR 22.0 1015 CORRIDOR TO TRASH SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 28.0 COMMENT NOTE #1 1016 RECEIVING TO CORRIDOR SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017A PARKING GARAGE TO RECEIVING SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 7.0 ■ ■ ■ 1017B RECEIVING TO CORR. SWING 3'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017C PARKING GARAGE TO RECEIVING R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 INSULATED, MIN U-0.17 4 1019A EMPLOYEE LOUNGE TO CORR. SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL NR 15.0 ■ 1019B EMPLOYEE LOUNGE TO RR SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL NR 26.0 1020 ELEV. WAITING TO CORR. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 24.0 A 1021 RECEPTION TO ADMIN SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P WD 20 24.0 ■ ■ 1022A RECEPTION TO DISCOVERY/ CO N F. SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1022B RECEPTION TO DISCOVERY/ CO N F. SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1023 ADMIN TO SALES MGR SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1024 ADMIN TO SALES MGR SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1025 ADMIN TO EXEC DIR. SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1026 ADMIN TO RR SWING 3'- 0" 7' - 0" 1 3/4" F WD STN WD STN WD NR 26.0 1027 ADMIN TO BUSINESS OFFICE MGR SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1030 EXTERIOR TO TRASH COLLECTION R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 1030A TRASH COLLECTION TO J SWING 3'- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 8.0 1031 GENERATOR TO PA KIN GAR GE R.O.H. 13' - 0" 12' - 0" 2" R.O.H. MFR MFR HM MFR MFR 490 38.0 24 1032 PARKING GARAGE TO EC ANI AL SWING 3'- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 21.0 1034 RISER ROOM TO EXTERIOR PARKING GARAGE RAMP SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL NR 8.0 1040 PARKING GARAGE RAMP TO R.O.H. RFI - SWING 20'- 0" 5 3' - 0" 15'- 0" 7' - 0" 2" 1 3/4" R.O.H. F MFR MTL MFR P MFR HM MFR P MFR MFR NR NR 38.0 6.0 ■ ■ ■ ST2-1 STAIR - 02 TO EXTERIOR ST3-1 PARKING GARAGE TO EXTERIOR SWING ' - " 7' - 0" 1 3/4" F MTL MFR HM P MFR NR 6.0 ■ ■ ■ 2000A ELEV. WAITING FROM COURTYARD SWING 3'- 0" 7' - 0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ ■ ■ A 2001 TRASH TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 2002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 2003 JAN TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2004 CORRIDOR TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 2005 STOR. TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2006 IDF/ELEC TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-2 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-2 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 3001 TRASH TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 3002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 3003 JAN TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 3004 CORRIDOR TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 3005 STOR. TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ 3006 IDF TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-3 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-3 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 4001 TRASH TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 4002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 4003 JAN TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4004 CORRIDOR TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ 4005 CORRIDOR TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4006 IDF TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ ST1-4 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-4 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 5001 TRASH TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 5002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 5003 JAN TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 5004 CORRIDOR TO ACT. DIR. OFFICE SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 23.0 ■ ■ A 5005 CORRIDOR TO STOR. SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ 5006 IDF TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-5 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-5 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 6001 TRASH TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 6002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 6003A THEATER/COMMUNITY TO ELEV. WAITING SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003B THEATER/COMMUNITY TO ELEV. WAITING SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ 1 ■ 1 1 1 A 6003C AV TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7' - 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003D STOR. TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7' - 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003E EXTERIOR DECK TO THEATER/COMMUNITY SWING 3'- 0" 7' - 0" 1 3/4" FG MTL MFR HM P MTL NR 5.0 6005 ELEV. CONTROL TO ELEV. WAITING SWING 3'- 0" 7' - 0" 1 3/4" HM HM P HM P MTL 90 21.0 ■ ■ A 6006 ELEV. WAITING TO RR SWING 3' - 0" 7' - 0" 1 3/4" F WD P HM P MTL 20 26.0 ■ ■ A 6006A JAN TO ELEV. WAITING SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.1 ■ ■ 1, A 6007 FITNESS TO ELEV. WAITING SWING 3'- 0" 7' - 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6008 SALON FROM CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F WD STN HM P MTL 20 24.0 ■ ■ A 6009 RR FROM CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6010 CORRIDOR TO RR SWING 3'- 0" 7' - 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6011 IDF TO CORRIDOR SWING 3'- 0" 7' - 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ A ST1-6 CORRIDOR TO STAIR - 01 SWING 3'- 6" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-6 CORRIDOR TO STAIR - 02 SWING 3'- 6" 7' - 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ C NOTE: DOOR #0002B WAS OMITTED ASI 001 GENERAL NOTES - DOORS 1. REFER TO SHEET A0.01 FOR'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 3. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. 4. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. 6. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4 AND 404.2.7 7. DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 9. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS 1/2 INCH. BEVEL CHANGES IN LEVEL GREATER THAN'/a INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. 10. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. 11. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. 12. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE 1/2 INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). 13. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 14. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. 15. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". 16. EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HIS HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER ILL TOP & BOTTOM LOUVER TL TOP LOUVER PS PREFINISHED STEEL *01 DOOR TO BE SELF- OR AUTMOATIC-CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 71 6.5.9.3 COMMENT NOTES 1. DOOR TO BE SELF- OR AUTOMATIC -CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 716.5.9.3 2. DOORS TO BE CONTROLLED EGRESS IN ACCORDANCE WITH IBC 1010.1.9.6. DOOR SCHEDULE - UNITS DOOR FRAME HARDWARE SIZE PANEL 0 z O w w U Y O o L, z � w 0 N = U J w Z W U _ w ~ Q p "' U w Ln z O w 0 z:Y l7 lJ w H S L a w H S w H w Z U Y O F= to 0 H W O NO. DESCRIPTION OPERATION _ TYPE LL LL LL = U ; a w u COMMENTS REVISION ��„ /a\ A UNIT ENTRY SWING 3'- 0" 7' - 0" 1 3/4" F WD PAINT A PS PAINT 20 31.0 B UNIT BED SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 C1 UNIT BATH SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 D1 UNIT CLOSET SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D2 UNIT CLOSET SWING 2'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D3 UNIT CLOSET DOUBLE SWING 4'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D4 UNIT CLOSET DOUBLE SWING 5' - 0" 6' - 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D5 UNIT CLOSET DOUBLE SWING 6'- 0" 6' - 8" 1 3/8" FF WD PAINT A WD PAINT NR 18.0 F UNIT LAUNDRY SWING 3'- 0" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 F2 UNIT LAUNDRY SWING 2'- 6" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 G UNIT DECK SWING 3'- 0" 7' - 0" 1 3/4" FG VYNL MFR A VYNL MFR NR 32.0 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED July 17, 2022 Reviewed by: DBeck IIIBECK & ASSOCIATES, PLLC " Review is for clouded, identified revisions only. Reference originally approved drawings. N 00 m z V) 0 Z z O� >a 0 � w 0 z z L.L O OJ LU � � z O > v00 CD 8 O� O CD J o O C:) _ Z N z IZ N Qw REVISION DATE REASON FOR ISSUE 3 08.10.21 Acc Review #01 4 01.03.22 Addendum #03 06.22.22 AS1001 06.15.22 RFI - 051 07.07.22 AS1002 BLD2021-0088 REVISION Jul 08 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DOOR SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 03/14/2022 184470 0- AS 1001 DOOR SCHEDULE DOOR FRAME HARDWARE SET SIZE PANEL w z 2 w o O Z w � Q w 0 Q = U w U = w YLU w Q w Q w I- Q DC N Y w F w w p 2 l_7 U O = a = w p Of w NO O Z (D p LOCATION OPERATION 3 "' _ Q z � z Q Q 2 Q Q 2 x COMMENTS REVISION 2 � D_ L� H li L� 2 U v1 U w 0002A ELECTRICAL TO PARKING GARAGE SWING 3' - 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR ■ ■ ■ 0003 MDF TO PARKING GARAGE SWING 3- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 16.0 ■ ■ 0004A PARKING GARAGE TO LAUNDRY DOUBLE SWING 5'- 6" 7'-0" 1 3/4" F MTL P HM P MTL NR 13.0 ■ ■ 0004C LAUNDRY TO PARKING GARAGE SWING 3' - 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 20.0 ■ 0005 PARKING GARAGE TO BOILER SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL 90 20.0 ■ 0006 PARKING GARAGE TO VESTIBULE SWING 3' - 0" 7'- 0" 1 3/4" HG MTL P HM P MTL NR 28.0 ■ ■ 0007 PARKING GARAGE TO STOR. SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 21.0 0008 MAINT. TO PARKING GARAGE SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL NR 9.0 ■ ■ 0009 PARKING GARAGE TO MECH SWING 3' - 0" 7'-0" 1 3/4" F MTL P HM P MTL NR 21.0 ■ ■ ST1-P1 PARKING GARAGE TO SWING 3' - 0" 7' - 0" 1 3/4" F MTL P HM P MTL 180 11.0 ■ ■ ■ ST1-1 TO EXTERIOR SWING 3- 0" 7'- 0" 1 3/4" HM MTL P HM P MFR 60 6.0 ■ ■ ■ RFI - n51 1000A VEST. FROM PARKING GARAGE DOUBLE SWING 6'- 0" 7'- 10 3/4" 1 3/4" DFG AL MFR AL MFR MTL NR 1.0 ■ ■ ■ 100013 GREAT ROOM TO VEST. DOUBLE SWING 6'- 0" 7' - 0" 1 3/4" DFG AL MFR AL MFR MTL NR 3.0 ■ ■ ■ ■ 1005 BISTRO TO RR SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1006 BISTRO TO RR SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1007 EXTERIOR TO DINING SWING 3' - 0" 7'- 10 3/4" 1" FG AL MFR AL MFR MTL NR 4.0 ■ ■ ■ 1007A STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1007B STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1008 FAMILY ROOM TO DINING SWING 3' - 0" 7'-0" 1 3/4" FG WD STN HM P WD NR 14.0 ■ 1009A BEVERAGE STATION TO DINING SWING 3-0" 7'-0" 1 3/4" VG WD STN HM P WD NR 27.0 ELIASON 1009B CORRIDOR TO KITCHEN SWING 3' - 6" 7'-0" 1 3/4" F MTL P HM P MTL NR 24.0 ■ ■ 1011 KITCHEN TO OFF. SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 22.0 1012 KITCHEN TO DRY STOR. ROOM SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 22.0 1015 CORRIDOR TO TRASH SWING 3' - 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 28.0 COMMENT NOTE #1 1016 RECEIVING TO CORRIDOR SWING 3' - 6" 7'-0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017A PARKING GARAGE TO RECEIVING SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 7.0 ■ ■ ■ 1017B RECEIVING TO CORR. SWING 3' - 6" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017C PARKING GARAGE TO RECEIVING R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 INSULATED, MIN U-0.17 4 1019A EMPLOYEE LOUNGE TO CORR. SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 15.0 ■ 1019B EMPLOYEE LOUNGE TO RR SWING 3-0" 7'-0" 1 3/4" F WD P HM P MTL NR 26.0 1020 ELEV. WAITING TO CORR. SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 A 1021 RECEPTION TO ADMIN SWING 3' - 0" 7'-0" 1 3/4" FG WD STN HM P WD 20 24.0 ■ ■ 1022A RECEPTION TO DISCOVERY/ CONE SWING 3' - 0" 7'-0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1022B RECEPTION TO DISCOVERY/ CO N F. SWING 3' - 0" 7'-0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1023 ADMIN TO SALES MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1024 ADMIN TO SALES MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1025 ADMIN TO EXEC DIR. SWING 3' - 0" 7'-0" 1 3/4" FG WD STN WD STN WD NR 22.0 1026 ADMIN TO RR SWING 3-0" 7'-0" 1 3/4" F WD STN WD STN WD NR 26.0 1027 ADMIN TO BUSINESS OFFICE MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1030 EXTERIOR TO TRASH COLLECTION R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 1030A TRASH COLLECTION TO EXTERIOR SWING 3' - 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 8.0 1031 GENERATOR TO PARKING GARAGE MECHANICAL R.O.H. 13- 0" 12' - 0" 2" R.O.H. MFR MFR HM MFR MFR 90 38.0 24 1032 PARKING GARAGE TO SWING 3-0" 6' - 8" 1 3/4" F MTL P HM P MTL NR 21.0 1034 RISER ROOM PARKING GARAGE RAMP TO EXTERIOR PARKING GARAGE RAMP EXTERIOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 8.0 1040 TO R.O.H. RFI - C51 20'- 0" 15'- 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 ST2-1 STAIR - 02 TO SWING 3' - 0" 7' - 0" 1 3/4" F MTL P HM P MFR NR 6.0 ■ ■ ■ ST3-1 PARKING GARAGE TO EXTERIOR SWING 3-6" 7'-0" 1 3/4" F MTL MFR HM P MFR NR 6.0 ■ ■ ■ YJ._ M_`7_ll"011 Y\._f\ .�ii�If�\ ��DIY►��i��"��t�r"�� \T�`a��' ,��Yi►C�i►`J\��iih��►1•`��' `�`r��M��O�ii�l•�i� 3001 TRASH TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 3002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 3003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 3004 CORRIDOR TO STOR. SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 3005 STOR. TO CORRIDOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ 3006 IDF TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-3 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-3 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 4001 TRASH TO CORRIDOR SWING 3' - 0" 7-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 4002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 4003 JAN TO CORRIDOR SWING 3' - 0" 7'-0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4004 CORRIDOR TO STOR. SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ 4005 CORRIDOR TO STOR. SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4006 IDF TO CORRIDOR SWING 3' - 0" 7'-0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ ST1-4 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-4 CORRIDOR TO STAIR - 02 SWING 3' - 0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 5001 TRASH TO CORRIDOR SWING 3' - 0" 7 - 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 5002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 5003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 5004 CORRIDOR TO ACT. DIR. OFFICE SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 23.0 ■ ■ A 5005 CORRIDOR TO STOR. SWING 3-0" 7'-0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ 5006 IDF TO CORRIDOR SWING 3' - 0" 7'-0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-5 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-5 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 6001 TRASH TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 6002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 6003A THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'-0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003B THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003C AV TO THEATER/COMMUNITY DOUBLE SWING 3' - 6" 7'- 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003D STOR. TO THEATER/COMMUNITY DOUBLE SWING 3- 6" 7'-0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003E EXTERIOR DECK TO THEATER/COMMUNITY SWING 3' - 0" 7'- 0" 1 3/4" FG MTL MFR HM P MTL NR 5.0 6005 ELEV. CONTROL TO ELEV. WAITING SWING 3- 0" 7'- 0" 1 3/4" HM HM P HM P MTL 90 21.0 ■ ■ A 6006 ELEV. WAITING TO RR SWING 3' - 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 26.0 ■ ■ A 6006A JAN TO ELEV. WAITING SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.1 ■ ■ 1, A 6007 FITNESS TO ELEV. WAITING SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6008 SALON FROM CORRIDOR SWING 3-0" 7'-0" 1 3/4" F WD STN HM P MTL 20 24.0 ■ ■ A 6009 RR FROM CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6010 CORRIDOR TO RR SWING 3' - 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6011 IDF TO CORRIDOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ A ST1-6 CORRIDOR TO STAIR - 01 SWING 3-6" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-6 CORRIDOR TO STAIR - 02 SWING 3-6" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ C 103 GENERAL NOTES - DOORS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 3. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. 4. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. NOTE: DOOR #0002B WAS OMITTED 6. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM Q ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH ASI 001 OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4 AND 404.2.7 7. DOOR OPENINGS ARE MEASURED FROM THE FACE OFTHE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 9. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS'/z INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. 10. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. 11. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. 12. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE 1/2 INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). 13. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 14. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. 15. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". 16. EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER ILL TOP & BOTTOM LOUVER TL TOP LOUVER A PS PREFINISHED STEEL *01 DOOR TO BE SELF- OR AUTMOATIC-CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 71 6.5.9.3 COMMENT NOTES 1. DOOR TO BE SELF- OR AUTOMATIC -CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH I BC 2015 716.5.9.3 2. DOORS TO BE CONTROLLED EGRESS IN ACCORDANCE WITH IBC 1010.1.9.6. DOOR SCHEDULE - UNITS DOOR FRAME HARDWARE SIZE PANEL a 0 O z 0 ''' w o U Y O o N l7 z w w Q H = U _j w z w U _ z Q � _U w in Lu z O w = l7 Y U J 12 a J � �^ � Lu p � p w z 0 � O in p F- N O NO. DESCRIPTION OPERATION ? _ TYPE 2 LL LL = U w 2 Ln a w u COMMENTS REVISION d A UNIT ENTRY SWING 3' - 0" 7-0" 1 3/4" F WD PAINT A PS PAINT 20 31.0 B UNIT BED SWING 3- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 Cl UNIT BATH SWING 3' - 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 D1 UNIT CLOSET SWING 3' - 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D2 UNIT CLOSET SWING 2'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D3 UNIT CLOSET DOUBLE SWING 4'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D4 UNIT CLOSET DOUBLE SWING 5'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D5 UNIT CLOSET DOUBLE SWING 6'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 18.0 F UNIT LAUNDRY SWING 3' - 0" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 F2 UNIT LAUNDRY SWING 2'- 6" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 G UNIT DECK SWING 3' - 0" 7- 0" 1 3/4" FG NL MFR A VYNL MFR NR 32.0 9281 l , aw et 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jan 30 2023 APPROVED DATE Q0 CD 00 z V) 0 o t3 Z z O Un Ln I.0 0 z z L.L O O 0 LU � O z O LU00 ; J o O N oCD J o O Do CD ZCD = N z w N Q D_ REVISION DATE REASON FOR ISSUE 4 01.03.22 Addendum #03 06.22.22 AS1001 06.15.22 RFI - 051 07.07.22 AS1002 12.30.22 CCD 003 REVISION Jan 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DOOR SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 11 /11 /2022 184470 0- ASI 001 DOOR SCHEDULE DOOR FRAME HARDWARE SET SIZE PANEL o z c GVr w J N z W Of Q w 0 Q O u W u = LNLI z w Q w Q w I- Q DC N Y w F w w p 2 l_7 u O = a = Lu Of w Of w NO O Z ( D LOCATION OPERATION "' _ Q z � z Q Q 2 Q Q 2 x COMMENTS REVISION 2 � a LL H LL LL 2 U N u w 0002A ELECTRICAL TO PARKING GARAGE SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 90 9.0 ■ ■ ■ CCD 007 0003 MDF TO PARKING GARAGE SWING 3- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 16.0 ■ ■ 0004A PARKING GARAGE TO LAUNDRY DOUBLE SWING 5'- 6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 13.0 ■ ■ 0004C LAUNDRY TO PARKING GARAGE SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 20.0 ■ 0005 PARKING GARAGE TO BOILER SWING 3-6" 7'-0" 1 3/4" F MTL P HM P MTL 90 20.0 ■ 0006 PARKING GARAGE TO VESTIBULE SWING 3'- 0" 7'- 0" 1 3/4" HG MTL P HM P MTL NR 28.0 ■ ■ 0007 PARKING GARAGE TO STOR. SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 21.0 0008 MAINT. TO PARKING GARAGE SWING 3-6" 7' - 0" 1 3/4" F MTL P HM P MTL NR 9.0 ■ ■ 0009 PARKING GARAGE TO MECH SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 21.0 ■ ■ ST1-P1 PARKING GARAGE TO SWING 3-10" 7'-0" 1 3/4" F MTL P HM P MTL 180 11.0 ■ ■ ■ ST1-1 TO EXTERIOR SWING 3'- 0" 7'- 0" 1 3/4" HM MTL P HM P MFR 60 6.0 ■ ■ ■ RFI - 051 1000A VEST. FROM PARKING GARAGE DOUBLE SWING 6'- 0" 7'- 10 3/4" 1 3/4" DFG AL MFR AL MFR MTL NR 1.0 ■ ■ ■ 100013 GREAT ROOM TO VEST. DOUBLE SWING 6'- 0" 7'-0" 1 3/4" DFG AL MFR AL MFR MTL NR 3.0 ■ ■ ■ ■ 1005 BISTRO TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1006 BISTRO TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 30.0 1007 EXTERIOR TO DINING SWING 3'- 0" 7'- 10 3/4" 1" FG AL MFR AL MFR MTL NR 4.0 ■ ■ ■ 1007A STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1007B STORAGE TO DINING DOUBLE SWING 5'- 0" 6'- 8" 1 3/4" E WD STN WD P WD NR 17.0 1008 FAMILY ROOM TO DINING SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD NR 14.0 ■ 1009A BEVERAGE STATION TO DINING SWING 3-10" 7'-0" 1 3/4" VG WD STN HM P WD NR 27.0 ELIASON 1009B CORRIDOR TO KITCHEN SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 24.0 ■ ■ 1011 KITCHEN TO OFF. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 22.0 1012 KITCHEN TO DRY STOR. ROOM SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 22.0 1015 CORRIDOR TO TRASH SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL NR 28.0 COMMENT NOTE #1 1016 RECEIVING TO CORRIDOR SWING 3'-6" 7'-0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017A PARKING GARAGE TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 7.0 ■ ■ ■ 1017B RECEIVING TO RECEIVING SWING 3'- 6" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 ■ ■ 1017C PARKING GARAGE TO RECEIVING R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 INSULATED, MIN U-0.17 4 1019A EMPLOYEE LOUNGE TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 15.0 ■ 1019B EMPLOYEE LOUNGE TO RR SWING 3- 0" 7'- 0" 1 3/4" F WD P HM P MTL NR 26.0 1020 ELEV. WAITING TO RECEIVING SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 24.0 A 1021 RECEPTION TO ADMIN SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 24.0 ■ ■ 1022A RECEPTION TO DISCOVERY/ CONE SWING 3'- 0" 7'-0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1022B RECEPTION TO DISCOVERY/ CO N F. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P WD 20 25.0 ■ ■ 1023 ADMIN TO SALES MGR SWING 3' - 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1024 ADMIN TO SALES MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1025 ADMIN TO EXEC DIR. SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1026 ADMIN TO RR SWING 3'-0" 7' - 0" 1 3/4" F WD STN WD STN WD NR 26.0 1027 ADMIN TO BUSINESS OFFICE MGR SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN WD STN WD NR 22.0 1030 EXTERIOR TO TRASH COLLECTION R.O.H. 10' - 0" 10' - 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 1030A TRASH COLLECTION TO EXTERIOR SWING 3'- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 8.0 1031 GENERATOR TO TO PARKING GARAGE MECHANICAL R.O.H. 13- 0" 12' - 0" 2" R.O.H. MFR MFR HM MFR MFR 90 38.0 24 1032 PARKING GARAGE SWING 3- 0" 6'- 8" 1 3/4" F MTL P HM P MTL NR 21.0 1034 RISER ROOM TO EXTERIOR PARKING GARAGE RAMP EXTERIOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL NR 8.0 1040 PARKING GARAGE RAMP STAIR - 02 TO R.O.H. RFI - C51 20'- 0" 15- 0" 2" R.O.H. MFR MFR MFR MFR MFR NR 38.0 ST2-1 TO SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MFR NR 6.0 ■ ■ ■ ST3-1 PARKING GARAGE TO EXTERIOR SWING 3-6" 7'-0" 1 3/4" F MTL MFR HM P MFR NR 6.0 ■ ■ ■ 2000A ELEV. WAITING FROM COURTYARD SWING 3'- 0" 7'- 0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ ■ ■ A 2000B COURTYARD FROM CORRIDOR SWING 3-10" 7' - 0" 1 3/4" FG AL MFR AL MFR MTL NR 2.0 ■ ■ 2001 TRASH TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 2002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ CCD 2003 JAN TO CORRIDOR SWING 3- 0" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 2005 STOR. TO CORRIDOR SWING 3-10" 7' - 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 2006 IDF/ELEC TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-2 CORRIDOR TO STAIR - 01 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-2 CORRIDOR TO STAIR - 02 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 3001 TRASH TO CORRIDOR SWING 3-10" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 3002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 3003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 3004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 21.0 ■ ■ A 3005 STOR. TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ 3006 IDF TO CORRIDOR SWING 3'-0" 7' - 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-3 CORRIDOR TO STAIR - 01 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-3 CORRIDOR TO STAIR - 02 SWING 3'- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 4001 TRASH TO CORRIDOR SWING 3'- 0" 7- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 4002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 4003 JAN TO CORRIDOR SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4004 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ 4005 CORRIDOR TO STOR. SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 4006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 45 21.0 ■ ■ ST1-4 CORRIDOR TO STAIR - 01 SWING 3-0" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-4 CORRIDOR TO STAIR - 02 SWING 3'-0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 5001 TRASH TO CORRIDOR SWING 3'-0" 7- 0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 5002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'-0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 5003 JAN TO CORRIDOR SWING 3- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.0 ■ ■ A 5004 CORRIDOR TO ACT. DIR. OFFICE SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 23.0 ■ ■ A 5005 CORRIDOR TO STOR. SWING 3-10" 7'-0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ 5006 IDF TO CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F MTL P HM P WD 45 21.0 ■ ■ ST1-5 CORRIDOR TO STAIR - 01 SWING 3-10" 7'-0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-5 CORRIDOR TO STAIR - 02 SWING 3- 0" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ 6001 TRASH TO CORRIDOR SWING 3-0" 7'-0" 1 3/4" F MTL P HM P MTL 45 29.0 ■ ■ 6002 ELEC/IDF TO CORRIDOR DOUBLE SWING 5'- 6" 7'- 0" 1 3/4" HM MTL P HM P MTL 45 12.0 ■ ■ 6003A THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'-0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003B THEATER/COMMUNITY TO ELEV. WAITING SWING 3- 0" 7'-0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6003C AV TO THEATER/COMMUNITY DOUBLE SWING 3'- 6" 7'- 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003D STOR. TO THEATER/COMMUNITY DOUBLE SWING 3- 6" 7' - 0" 1 3/4" FF WD STN WD STN WD NR 17.0 6003E EXTERIOR DECK TO THEATER/COMMUNITY SWING 3'- 0" 7'- 0" 1 3/4" FG MTL MFR HM P MTL NR 5.0 6003F THEATER/COMMUNITY TO EXTERIOR DECK FOLDING 14' - 0" 7'- 0" 2" FG MTL MFR MFR MFR MFR NR 6005 ELEV. CONTROL TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" HM HM P HM P MTL 90 21.0 ■ ■ A 6006 ELEV. WAITING TO RR SWING 3'- 0" 7'- 0" 1 3/4" F WD P HM P MTL 20 26.0 ■ ■ A CCD 6006A JAN TO ELEV. WAITING SWING 3' - 0" 7'- 0" 1 3/4" F MTL P HM P MTL 20 21.1 ■ ■ 1, A 6007 FITNESS TO ELEV. WAITING SWING 3'- 0" 7'- 0" 1 3/4" FG WD STN HM P MTL 20 10.0 ■ ■ A 6008 SALON FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F WD STN HM P MTL 20 24.0 ■ ■ A 6009 RR FROM CORRIDOR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6010 CORRIDOR TO RR SWING 3'- 0" 7'- 0" 1 3/4" F HM P HM P MTL 20 26.0 ■ ■ A 6011 IDF TO CORRIDOR SWING 3' - 0" 7' - 0" 1 3/4" F MTL P HM P WD 20 21.0 ■ ■ A ST1-6 CORRIDOR TO STAIR - 01 SWING 3'- 6" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ ST2-6 CORRIDOR TO STAIR - 02 SWING 3'- 6" 7'- 0" 1 3/4" NG MTL P HM P MTL 90 11.0 ■ ■ ■ C 103 1 305 NOTE: DOOR #0002B WAS OMITTED 0 AS 1001 GENERAL NOTES - DOORS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. INTERIOR AND EXTERIOR METAL DOORS AND FRAME COLORS SHALL MATCH ADJACENT WALL COLORS OR AS OTHERWISE SCHEDULED OR NOTED. 3. PROVIDE FLOOR STOPS OR WALL STOP AT ALL LOCATIONS WHERE DOOR WOULD OTHERWISE STRIKE WALL. 4. ALL EXTERIOR DOORS LOCATED WITHIN THE HEATED ENVELOPE SHALL BE INSULATED. 5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. IN ACCORDANCE WITH ICC/ANSI 404.2.9 (WHEN ALLOWED BY THE AHJ) AT REQUIRED FIRE RATED DOORS, THE MAXIMUM EFFORT MAY BE INCREASED TO A MAXIMUM OF 15 POUNDS. 6. CENTER HAND ACTIVATED HARDWARE BETWEEN 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND -ACTIVATED AND ARE IN A PATH OF TRAVEL TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH/PULL ACTIVATION BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS TO OPERATE AS ABOVE IN THE EGRESS DIRECTION IN ACCORDANCE WITH ICC/ANSI 309.4 AND 404.2.7 7. DOOR OPENINGS ARE MEASURED FROM THE FACE OF THE DOOR TO THE FACE OF OPPOSING STOP WHEN OPENED AT AN ANGLE OF 90 DEGREES FROM CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE LEAF MUST PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WITH THE LEAF POSITIONED ATAN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION IN ACCORDANCE WITH ICC/ANSI 404.2.2 AND 404.2.3. 9. MAXIMUM OFFSET OF FLOOR OR LANDING ADJACENT TO DOORS IS'/z INCH. BEVEL CHANGES IN LEVEL GREATER THAN 1/4 INCH AT A SLOPE NOT TO EXCEED 1:2 IN ACCORDANCE WITH ICC/ANSI 303.2 AND 303.3. 10. DO NOT MOUNT DOOR HARDWARE BELOW 34 INCHES ABOVE FINISHED FLOOR. 11. PROVIDE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR ON SURFACES WITHIN 10 INCHES OF THE FLOOR MEASURED VERTICALLY IN ACCORDANCE WITH ANSI 404.2.9. 12. UNLESS NOTED OTHERWISE, ALL EXTERIOR HOLLOW METAL DOOR FRAMES TO HAVE'/z INCH FLANGE AT FACE OF ADJACENT SHEATHING (HEAD AND JAMB). 13. PROVIDE FIRE RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 OF THE BUILDING CODE FOR ALL FIRE RATED DOORS CONTAINING VISION PANELS. 14. PROVIDE'FIRE PROTECTION' OR'FIRE-RESISTANCE' RATED GLAZING MEETING THE REQUIREMENTS OF TABLES 716.3 AND 716.5 FOR ALL SIDELIGHTS AND TRANSOMS IN FRAMES CONTAINING FIRE RATED DOORS. 15. WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLIANT WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". 16. EGRESS DOORS ON LEVEL 2 TO COMPLY WITH IBC 1010.1.9.6 CONTROLED EGRESS DOORS. DOOR ABBREVIATIONS ABBREVIATION TERM BARN BARN DOOR PKT. POCKET R.O.H. ROLLING OVERHEAD DOOR SLDR. SLIDING WP WOOD VENEER PANEL E EMBOSSED PANEL F FLUSH G GLASS FG FULL GLASS HG HALF GLASS NG NARROW GLASS VG VISION GLASS L LOUVER LL TOP & BOTTOM LOUVER TL TOP LOUVER A PS PREFINISHED STEEL *01 DOOR TO BE SELF- OR AUTMOATIC-CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH IBC 2015 71 6.5.9.3 COMMENT NOTES 1. DOOR TO BE SELF- OR AUTOMATIC -CLOSING UPON THE DETETION OF SMOKE IN ACCORDANCE WITH I BC 2015 716.5.9.3 2. DOORS TO BE CONTROLLED EGRESS IN ACCORDANCE WITH IBC 1010.1.9.6. DOOR SCHEDULE - UNITS DOOR FRAME HARDWARE SIZE PANEL a 0 O z 0 ''' w 0 u Y O= o N l7 Z w w Q H U) U w w Z w U _ Z Q � _U w t!1 w Z O w = l7 Y u J �^ Lu J �^ Lu 0 0 u z 0 � o F o F- Lu O NO. DESCRIPTION OPERATION ? _ TYPE = u w a w u COMMENTS REVISION L.L.zz Iz-1 v2i d A UNIT ENTRY SWING 3'- 0" 7'- 0" 1 3/4" F WD PAINT A PS PAINT 20 31.0 B UNIT BED SWING 3- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 Cl UNIT BATH SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 34.0 D1 UNIT CLOSET SWING 3'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D2 UNIT CLOSET SWING 2'- 0" 6'- 8" 1 3/8" F WD PAINT A WD PAINT NR 35.0 D3 UNIT CLOSET DOUBLE SWING 4' - 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D4 UNIT CLOSET DOUBLE SWING 5'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 36.0 D5 UNIT CLOSET DOUBLE SWING 6'- 0" 6'- 8" 1 3/8" FF WD PAINT A WD PAINT NR 18.0 F UNIT LAUNDRY SWING 3'- 0" 6'- 8" 1 3/8" FL WD PAINT A WD PAINT NR 35.0 F2 UNIT LAUNDRY SWING 2'- 6" 6'- 8" 1 3/8' FL WD PAINT A WD PAINT NR 35.0 G UNIT DECK SWING 3'- 0" 7'- 0" 1 3/4" FG NL MFR A VYNL MFR NR 32.0 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erie Ct� BUILDING OFFICIAL Jun 05 2023 APPROVED DATE 9281 It OOF 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. N 00 0-) z V) 0 o t3 Z z O Un V1 W 0 z z LL O O 0 Lu � O z O Lu00 ; J o O N oCD J o O co CD = Z N z u o_ Q N Q w REVISION DATE REASON FOR ISSUE 06.15.22 RFI - 051 07.07.22 AS1002 12.30.22 CCD 003 04.07.23 CCD 005 05.12.23 CCD 007 RTICAL HEIGHT- MAIN MDP PANEL REVISION May 23 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 DOOR SCHEDULE CONSTRUCTION SET DATE PROJECT NUMBER 02.14.2023 184470 0 N En io En 7'-0" 4' 6" 2' 6" 01 T 4'-6" O In In 0 N ELEVATIONS - EXTERIOR WIN DOW TYPES 1/2" = 1'-0" 2'-0" FIRE PROTECTED RATING GLAZING 45 MIN: GL-42 45 MIN FIRE RATED WINDOW FRAME ELEVATIONS - INTERIOR WINDOW TYPES 1/2" = 1'-0" OMITTED 2'-6" 4'-6" T In 0 2'-6" 4'-6" 7' - 0'1 2'-6" 4'-6" WINDOW DETAIL KEY �7 CD�ELITE ESID�ELITEWi / / DOOR 'A' 24" / 24" C 3'-0" SIDELITE B' 24" GENERAL NOTES - WINDOWS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE SECTION 2406. 3. FOR WINDOWS IN TYPE A UNITS USED TO MEET NATURAL VENTILATION OR EMERGENCY EGRESS, ALL WINDOWS IN COMMON AREAS AND ALL WINDOWS IN ACCESSIBLE UNITS, ENSURE THAT ALL OPERABLE PARTS ARE WITHIN REACH RANGE, OPERABLE WITH A CLOSED FIST AND USING MAXIMUM PRESSURE OF NO MORE THAN 5 LB. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME (NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. GLAZING IDENTIFIED WITH 'T' TO BE TEMPERED. FIXED PANEL SAFETY GLAZING NOT REQUIRED SAFETY GLASS CRITERIA DIAGRAM, TYP :D z z w 0 w a- a- __- HEADER ROUGH OPENING 2X WOOD FRAMING ROUGH OPENING PROVIDE SAFETY GLAZING IN ACCORDANCE WITH CODE SECTION 2406, AS FOLLOWS: A. ALL DOORS B. ALL FIXED PANELS THAT FALL WITHIN A 24" ARC OF ANY DOOR AND WITHIN 60" OF THE FLOOR C. OUTBOARD AND INBOARD LITES TO BE SAFETY GLAZING IN OPENINGS REQUIRING IT. EXCEPTION IS OUTBOARD PANES DO NOT NEED SAFETY GLAZING WHERE BOTTOM EDGE IS 25' OR MORE ABOVE WALKING SURFACE/ROOF. D. WINDOWS MEETING ALL OF THE FOLLOWING: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET (0.84 mz) 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR 3. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES (914 mm) ABOVE THE FLOOR 4. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES (914 mm), MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE PLANE OF THE GLAZING. 5. EACH SAFETY GLAZING LITE TO HAVE BOTH INTERIOR AND EXTERIOR PANES OF GLASS AS SAFETY GLAZING. EXCEPTION: BOTTOM EDGE 25' OR MORE ABOVE WALKING ROOF OR WALKING SURFACE NOTE: 1. WALLANDWINDOW FRAMING PER STRUCTURAL TYPICAL WINDOW FRAMING DETAIL @ 1-HOUR WALL 9281 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 Cn z to 0 0 o Z z O Un 0 Ln W 0 z z LL O z O 0 0� O z O LU00 ; J 8 N O oCD J o O CD = Z N z w N Q o_ REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 WINDOW TYPES & WINDOW SCHEDULE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 17-0" EQ EQ EQ EQ EQ IiLlmfill 14'-11" EQ EQ EQ EQ T T T T S1 24' - 6" T- 3 3/4" _ EQ _ EQ EQ EQ EQ EQ T T T T T T T LSTOREFRONT DOOR, SEE DOOR SCHEDULE FOR SIZE AND HARDWARE EQ 0 N O 00 T T EQ. S6 11'-4 3/4" WIDTH PER DOOR SCHEDULE EQ. -I VI\LI I\VIV I VVVI\, ALL VVVI\ S10 SCHEDULE FOR SIZE AND HARDWARE GENERAL NOTES - WINDOWS 1. REFER TO SHEET A0.01 FOR 'PROJECT NOTES' APPLICABLE TO ALL PORTIONS OF THE WORK. 2. PROVIDE SAFETY GLAZING AS REQUIRED TO MEET BUILDING CODE SECTION 2406. 3. FOR WINDOWS IN TYPE A UNITS USED TO MEET NATURAL VENTILATION OR EMERGENCY EGRESS, ALL WINDOWS IN COMMON AREAS AND ALL WINDOWS IN ACCESSIBLE UNITS, ENSURE THAT ALL OPERABLE PARTS ARE WITHIN REACH RANGE, OPERABLE WITH A CLOSED FIST AND USING MAXIMUM PRESSURE OF NO MORE THAN 5 LB. 4. ALL WINDOW DIMENSIONS ARE TO EDGE OF FRAME (NOT INCLUDING FLANGES) UNLESS NOTED OTHERWISE. 5. GLAZING IDENTIFIED WITH 'T' TO BE TEMPERED. �i 81 OFYA - 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS, INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC N O 00 m z to 0 0 Z z O U) w o 0 z z LL O O o O z O LU00 > J 8 N O oCD J o Oco CD = ZCD N z N Q o_ Q w REVISION DATE REASON FOR ISSUE RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 STOREFRONT TYPES PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470 UNIT FINISH SCHEDULE FLOOR BASE WALLS COUNTER BACKSPLASH CABINET CEILING DOORS & FRAMES COMMENTS BATHROOMS LVT-51U IRB-51U RB-51U P-51U IP-51U ST-51U ST -1 J J CAB 1 P-53U P-53U CASEWORK: P-53U; ACCENT PAINT: P-52U LIVING AREA LVT-51U P-53U P-53U BEDROOMS �-�lU RB-S1U P-S1U - - P-S3U P-53U KITCHEN LVT-511LI RB-51U P-51U Q-511_! T-51U CA13-1 P-531, P-53U WTR HTR CLOSET LVT-51U RB-S1U P-51U - P-S3U P-53U CASEWORK: P-S3U BEDROOM CLOSET LVT-51U RB-51U P-51U - I P-S3U P-53U NOTE: TARKETT (FORMLY JOHNSONITE) SLIM LINE STERLING FINISH AT UNIT FLOOR TRANSITIONS STRIP, WHERE NEEDED (PER MASTER SPEC). ELEVATOR FINISH SCHEDULE ELEVATORS FLOOR BASE WALLS CEILING HANDRAIL COMMENTS ELEV 01 ELEV 02 LVT-2 11-VI-2 MFR STD PL-03 IMFR STD iPL-03 MFR STD IMFR STD MFR STD IMFRSTD ROOM WALL FINISH CASEWORK COUNTERT NO. ROOM NAME FLOOR FINISH BASE FINISH IN WALL S W FINISH OP FINISH CEILING FINISH COMMENTS LEVEL P1 0001 CORRIDOR SC-1 RB-2 P-1 P-1 P-1 P-1 - - - 0002 ELECTRICAL SC-1 - - - - - - - - 0003 MDF SC-1 - - - - - 0004 LAUNDRY SC-1 RB-1 P-1 P-1 P-1 P-1 CWS-4, PL-2 PL-1 - 0005 BOILER SC-1 - - - - - - - 0006 VESTIBULE C-1 RB-1 P-1 P-1 P-10 P-1 - - GYP: P-2 0007 STOR. SC-1 RB-2 P-1 P-1 P-1 P-1 - - - 0008 MAINT. SC-1 - - - - - - 0009 MECH SC-1 - - - - - - - 6020 DETENTION VAULT SC-1 - - - - - - - ST1-P1 STAIR - 01 C-15 RB-1, RB-3 P-1 P-1 P-1 P-1 - - - W LEVEL 1 1000 VEST. T-1, C-1 T-1 T-1 T-1 T-1 T-1 - - GYP: P-13 1001 GREAT ROOM C-6, C-7 B-1 P-1, P-15, P-20 P-1, P-15, P-20, P-22, - P-1 - - GYP:P-2, GYP: P-13 MTL-1 FLOATING SHELVES; RS-1; F-9 FULL HEIGHT DRAPERIES 1002 BISTRO C-6, T-2, T-4, T-5 B-1, T-15a P-1, P-15, P-20 P-1, P-15, P-20, P-22, TR-1 P-1, P-15, P-20 P-1, P-15, TR-1, WD-1, T-9 T-11, T-15, T-15a, WC-14 Q-1 GYP:P-2, GYP: P-13 RS-1 1003 MAIL C-4 B-1 P-1, TR-1, WC-3 WC-2 P-1, P-3, TB-1, TR-2, TR-3, WC-3 P-3, TR-2, WC-3 P-3, TR-2, WC-3 P-1 CWS-2 Q-3 GYP:P-2 TACKBOARD MR-3, MR-4 1004 ELEV. WAITING C-4 B-1, T-12 WC-2 T-12, T-14, P-1 - CWS-3 - Q-2 GYP: P-2 GYP: P-2 1005 RR T-3 T-17 T-17, T-17c,T-17d P-4 P-4 P-4 1006 RR T-3 T-17 P-5 P-5 T-17, T-17a, T-17b P-5 CWS-3 Q-2 GYP: P-2 MR-3, MR-4 1007 DINING C-2 B-1, B-3 P-1,13-15, WC-1, TR-4 P-1, P-15 P-1, P-6, P-15, WD-5, WVP-2 P-1, P-15, TR-2 - - GYP: P-2, P-7 RS-1; F-10 FULL HEIGHT DRAPERY 1007A STORAGE C-2 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 1007B STORAGE C-2 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 1008 FAMILY ROOM C-5 B-1 T-20, P-1 P-1 WC-5 P-1 CWS-2 Q-3 GYP: P-1, GYP: P-8 RS-1; RS-2; F-11 FULL HEIGHT DRAPERY 1009 KITCHEN T-4 T-4 FRP-1 FRP-1, P-1 FRP-1, P-1 FRP-1, P-1 - - ACT-3 FRP FULL HEIGHT AT NORTH WALL; FRP TO BE 16"H ABOVE COUNTER OR 52"H AT ALL OTHER WALLS 1010 BEVERAGE STATION T-4 T-4 FRP-1 FRP-1, P-1 FRP-1, P-1 FRP-1, P-1 - - ACT-3 FRP FULL HEIGHT AT NORTH WALL; FRP TO BE 16"H ABOVE COUNTER OR 52"H AT ALL OTHER WALLS 1011 OFF. T-4 T-4 P-1 P-1 P-1 P-1 - - ACT-3 1012 DRY STOR. ROOM T-4 T-4 P-1 P-1 P-1 P-1 - - ACT-3 1015 TRASH SC-1 RB-1 P-1 FRP-1, P-1 FRP-1, P-1 P-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 1016 CORRIDOR SC-1 RB-1 P-1 P-1 P-1 P-1 - - ACT-1 1017 RECEIVING SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1018 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1019 EMPLOYEE LOUNGE SV-1 RB-2 P-1 P-1 P-1 P CWS-4 PL-1 ACT-1 RS-1 1019A RR SV-1 RB-2 P-1 P-1 P-1 P-10 - - GYP: P-2 MR-6 1020 CORR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1020A RECEPTION C-6, C-13 B-1 - P-1 P-20 P-1 CWS-1, WD-3 Q-1 GYP: P-2 1021 ADMIN C-3 B-1 P-1 P-1 P-1 P-1 CWS-4, PL-2 Q-1 GYP: P-2 1022 DISCOVERY/ CONF. C-6 B-1 P-1 P-1 WC-4 P-1 4- - GYP: P-2 1023 SALES MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1024 SALES MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1025 EXEC DIR. C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1026 RR SV-1 RB-2 P-1 P-1 P-10 4 P-1 - - GYP: P-2 MR-6 1027 BUSINESS OFFICE MGR C-4 RB-2 P-1 P-1 P-10 P-1 - - ACT-1 1030 TRASH COLLECTION SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 1031 GENERATOR SC-1 - - - - - - - - 1032 MECHANICAL SC-1 - - - - - - - - 1034 RISER ROOM SC-1 - - - - - - - - 1037 STAIR - 01 C-15 RB-1, RB-3 P-1 P-1 P-1 P-10 - - - 1038 STAIR - 02 A. C-15 RB-1, RB-3 P-1 P-1 P-1 P-10 - - - Im LEVEL 2 /4\ 2000 ELEV. WAITING C-8 RB-2 P-19, WC-13, Q-5 P-1, P-19 P-1, P-19 P-1, P-19 - - GYP: P-2; GYP: P-16 2001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 2004 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2006 IDF/ELEC SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 2020 STAIR - 01 C-15 RB-1, RB-3 P-1 P-19 P-1 P-1 - - - 2100 CORRIDOR 4 C-8, C-9 RB-2 P-1, P-19 P-1, P-19 P-1, P-19, WC-13, Q-5 P-1, P-19 - - GYP: P-2, ACT-1 ST-02 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-19 - - GYP: P-2 LEVEL 3 IA 3000 ELEV. WAITING C-10 RB-2 P-11, WC-13, Q-5 P-1, P-11 P-11 P-1, P-11 - - GYP: P-2, GYP: P-4 3001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 3004 STOR. SC-1 4 RB-1 P-1 P-1 P-1 P-1 - - P-2 3005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3006 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 3100 CORRIDOR C-10, C-9 RB-2 P-1, P-11 P-1, P-11 P-1, P-11, WC-13, Q-5 P-1, P-11 - - GYP: P-2; ACT-1 ST1-03 STAIR-01 C-15 I RB-1, RB-3 P-1 P-11 I P-1 I P-1 I - I - I GYP: P-2 ST2-03 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-11 - - GYP: P-2 /A LEVEL 4 4000 ELEV. WAITING C-11 RB-2 P-14, WC-13, Q-5 P-1, P-14 P-14 P-1, P-14 - - GYP: P-2; GYP: P-16 4001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S ZL, 4004 STOR. SC-1 Z4 RB-1 P-1 P-1 P-1 P-1 - - P-2 4005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4006 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 4100 CORRIDOR C-11, C-3 RB-2 P-1, P-14 P-1, P-14 P-1, P-14, WC-13, Q-5 P-1, P-14 - - GYP: P-2; ACT-1 ST1-04 STAIR - 01 C-15 RB-1, RB-3 P-1 P-14 P-1 P-1 - - GYP: P-2 ST2-04 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-14 - - GYP: P-2 LEVEL 5 2L 5000 ELEV. WAITING C-12 RB-2 P-12, WC-13, Q-5 P-1, P-12 P-12 P-1, P-12 - - GYP: P-2, P-17 5001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5002 ELEC/IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5003 JAN SC-1 RB-1 P-1 P-1 P-1, FRP-1 P-1, FRP-1 - - P-2 FRP AT ENTIRE SPLASH ZONE PER EHS REQ'S 5004 ACT. DIR. OFFICE C-4 RB-2 P-10 P-1 P-1 P-1 - - ACT-1 5005 STOR. SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5006 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 5100 CORRIDOR C-12, C-9 RB-2 P-1, P-12 P-1, P-12 P-1, P-12, WC-13, Q-5 P-1, P-12 - - GYP: P-2; ACT-1 ST1-05 STAIR - 01 C-15 RB-1, RB-3 P-1 P-12 P-1 P-1 - - - ST2-05 STAIR - 02 C-15 A RB-1, RB-3 P-1 P-1 P-1 P-12 - - - U LEVEL 6 6000 ELEV. WAITING C-4 RB-2 P-1 P-1 P-1, P-17 P-1 - - GYP: P-2; GYP: P-21 6001 TRASH SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6002 ELEC/IDF SC-1 4 C-14, LVT-2 RB-1 P-1 P-1 P-1 P-1 - - Q-3 P-2 GYP: P-2; GYP: WC-13 RS-1; F-15a & F-15b FULL HEIGHT DRAPERY 6003 THEATER/COMMUN ITY RB-2 P-1 P-1 P-1, T-32 P-1, AWS-1 CWS-2 6003C AV C-14 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 6004D STOR. C-14 RB-2 P-1 P-1 P-1 P-1 - - GYP: P-2 6005 ELEV. CONTROL SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6006 RR T-3 T-17 T-17, MR-3 P-1 P-1 P-1 CWS-3 Q-2 GYP: P-2 MR-3 6006A JAN SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6007 FITNESS RAF-1 RB-2 P-1 P-9 P-1 P-1, HR-2, MR-2 - - ACT-1 RS-1 6008 SALON LVT-2 B-1 P-1, P-11, TR-1 P-1, P-11, TR-1 T-8, MR-1 P-1, P-15 CWS-3 Q-2 GYP: P-2 F-13 DRAPERY AT HAIR STATIONS; MR-1 6009 RR T-3 T-17 P-1 P-1 P-1 T-17, MR-3 CWS-3 Q-2 GYP: P-2 MR-3 6010 RR T-3 T-17 P-1 T-17, MR-3 P-1 P-1 CWS-3 Q-2 GYP: P-2 MR-3 6011 IDF SC-1 RB-1 P-1 P-1 P-1 P-1 - - P-2 6100 CORRIDOR C-4, C-13 RB-2 P-1, P-17 P-1, P-17 P-1, P-17 P-1, P-17 - - GYP: P-2; ACT-1 ST1-06 STAIR-01 C-15 RB-1, RB-3 P-1 P-17 P-1 P-1 - - GYP: P-2 ST2-06 STAIR - 02 C-15 RB-1, RB-3 P-1 P-1 P-1 P-17 - - GYP: P-2 e FINISH ABBREVIATIONS ACT Acoustical Ceiling Tile AWS Acoustic Wall System B Base C Carpet CAB Residential Casework CIS Corner Guard CWS Casework F Fabric FP Fireplace FRP Fiberglass Reinforced Panels G Grout GL Glass GYP Gypsum Board HR Hand Rail LVT Luxury Vinyl Tile or Plank MR Mirror MTL Metal P Paint PL Plastic Laminate Q Quartz Solid Surfacing RAF Resilient Athletic Flooring RB Rubber Base RP Rope IRS Roller Shade SC Concrete, Sealed SPP Solid Polymer Paneling ST Stone Slab STN Stain SV Sheet Vinyl T Tile TB Tackboard TR Trim WC Wall Covering WD Wood QWVP 4 Wood Veneer Paneling GENERAL NOTES - I. KtFtK I U HIV I hIULUUY StINIUK LIVIINU Ut51(j1N STANDARDS FOR TYPICAL CONDITIONS. 4 9281 38 NORTHWEST DAVIS, SUITE 300 PORTLAND, OR 97209 503.245.7100 1505 5TH AVE, SUITE 300 SEATTLE, WA 98101 206.576.1600 1014 HOWARD STREET SAN FRANCISCO, CA 94103 415.252.7063 © ANKROM MOISAN ARCHITECTS INC. REVIEWED February 11, 2022 Reviewed by: DBeck BECK & ASSOCIATES, PLLC QO N CD 00 M Z 0 Z z O U1 >a l/1 w 0 (� Z z L.L O O 0 Lu � p z O � > 00 J 0 O O� O N 0 � O o CD CD= Z N z Of o_ Q N Q w REVISION DATE REASON FOR ISSUE 1 06.18.21 Addendum #01 4 01.03.22 Addendum #03 RESUB Feb 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0088 FINISH SCHEDULE PERMIT/GMP SET DATE PROJECT NUMBER 05/21 /2021 184470