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DNS RESUB1 BLD2022-1347+Building_Elevations+2.15.2023_4.50.16_PM+3372252HOUSING HOPE ELC FIELD APARTMENTS PERMIT SUBMITTAL 1 DESIGN REVIEW RESUBMITTAL r ' ---�IF Ahn HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.desilnsn—om r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj am Cn O Fm0 0 z0 Q LU LU 0 J 2 Z LU U) I— LU cf) LL LU U) VQ= O Ja 00 (_0 N ULI Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description COVER SHEET SCALE: DRAWN: AS NOTED CHECKED: AS NOTED PROJECT NO: 2021031.00 '-2 TOmO 3 `- CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS HOUSING HOPE ELC FIELD APARTMENTS DESIGN TEAM OWNER EDMONDS LUTHERAN CHURCH (ELC) DEVELOPER HOUSING HOPE BRYCE LEVIN, HOUSING DEVELOPER BRYCELEVIN@HOUSINGHOPE.ORG 3331 BROADWAY EVERETT, WA 98201 (425) 322-3723 X 222 GENERAL CONTRACTOR KIRTLEY COLE ASSOCIATES JAMES SCHWARTZ, DIRECTOR OF PRECONSTRUCTION JSCHWARTZ@KIRTLEY-COLE.COM 2820 OAKES AVENUE, SUITE B EVERETT, WA 98201 425-609-0400 ARCHITECT OF RECORD DESIGNS NORTHWEST ARCHITECTS, INC. DANIEL NELSON, PRINCIPAL KIM WILLIAMS, PROJECT MANAGER KIM@DESIGNSNW.COM 26915 102ND DRIVE NW, SUITE 201 STANWOOD, WA 98292 ARCHITECTURAL SUPPORT ARC ARCHITECTS PAUL CURTIS, PRINCIPAL CURTIS@ARCARCHITECTS.COM RYAN BOONE, ARCHITECT BOONE@ARCARCHITECTS.COM 119 S MAIN ST. SUITE 200 SEATTLE, WA 98104 (206)322-3322 GEOTECHNICAL THE RILEY GROUP, INC. RICKY WANG, PRINCIPAL GEOTECH ENGINEER 17522 BOTHELL WAY NE BOTHELL, WA 98011 (425)415-0551 PERMIT SUBMITTAL 1 DESIGN REVIEW RESU MITTAL SURVEY / CIVIL HARMSEN, LLC DAVE HARMSEN, VP PE DAVIDH@HARMSENLLC.COM 125 EAST MAIN STREET STE. 104 MONROE, WA 98272 360-794-7811 LANDSCAPE MIG, INC. DENNIS MEYER, PRINCIPAL DMEYER@MIGCOM.COM 119 PINE STREET, SUITE 400 SEATTLE, WA 98101 206.223.0326 STRUCTURAL SWENSON SAY FAGET BETH BROWN, PE BBROWN@SSFENGINEERS.COM 934 BROADWAY, SUITE 100 TACOMA, WA 98402 253.284.9470 MECHANICAL / PLUMBING / ENERGY ECOTOPE, INC. SHAWN GRAM, PRINCIPAL PE SHAWN@ECOTOPE.COM 1917 FIRST AVENUE, SUITE 300 SEATTLE, WA 98101 206.322.3753 ELECTRICAL TFWB - ELECTRICAL ENGINEERS INC. MIKE FITZMAURICE, PRINCIPAL PE MIKE@TF-WB.COM 1200 WESTLAKE AVE N., STE 509 SEATTLE, WA 98109 (206)285-7228 BUILDING ENVELOPE / WATERPROOFING DEPEW, INC. STEVE DEPEW STEVE@DEPEWINC.COM 1834 SW 152ND ST. BURIEN, WA BURIEN, WA (206)229-7475 SHEET INDEX GENERAL 2 SURVEYA T0.0 COVER SHEET T0.1 SHEET LIST T1.0 PRO T INFO .1 DE, LI ETY & T NOT T1.2A IBC CODE NOTES T1.2B IBC CODE NOTES T1.3 OCC Y LOA & PLU CALC T .4 EGRESS PLAN T1.5 EGRESS PLANS T1.6 FIRE CODE NOTES T1.7 FIRE CODE NOTES T1.8 ADA DETAILS T1.9 AD ETAILS 10 YlRASH REXRVT-/ T1.11 SITE DETAILS T1.12 SITE DETAILS M� ••• B N CIVIL Y Y Y Y t C1.0 COVER SHEET C1.1 DEMOLITION AND SWPP PLAN C1.2 SWPP NOTES AND DETAILS C2.0 STORM DRAINAGE PLAN C2.1 STORM NOTES & DETAILS C2.2 STORM PROFILES & DETAILS C2.3 BIOFILTER DETAILS C2.4 ROOF AND FOOTING DRAIN COLLECTOR PLAN C3.0 GRADING & PAVING PLAN C3.1 FRONTAGE PLAN C3.2 PARKING LAYOUT PLAN C4.0 CITY OF EDMONDS STANDARD DETAILS C4.1 CITY OF EDMONDS STANDARD DETAILS W1.0 OVWSD SEWER & WATER COVER W1.1 OVWSD SEWER PLAN & PROFILE W1.2 OVWSD WATER PLAN W1.3 OVWSD WATER PROFILES W1.4 OVWSD OLYMPIC VIEW STANDARD DETAILS W1.5 OVWSD OLYMPIC VIEW STANDARD DETAILS W1.6 OVWSD gLYMPIC VIEW STANDARD DETAILS STO&ib}WATER VAUL-Y \ S1.1 GENERAL STRUCTURAL NOTES S2.1 VAULT PLANS S3.1 VAULT SECTIONS AND DETAILS LANDSCAPE 1-1.0 TREE RETENTION AND PROTECTION PLAN 1-1.1 TREE RETENTION AND PROTECTION DETAILS L3.0 PLANTING PLAN L3.1 PLANTING PLAN L3.2 PLANTING PLAN L3.3 LANDSCAPE PLAN L3.4 PLANT SCHEDULE L . P CHED L5.0 Y LANDSCAPE DETAILS L5.1 LANDSCAPE DETAILS IRRIGATJ.ON ,, -A , -A -A IGATIO L2.1 IRRIGATION SCHEDULE & NOTES L2.2 IRRIGATION DETAILS L2.3 IRRIGATION DETAILS L2.4 IRRIGATION DETAILS L2.5 IRRIGATION DETAILS L2.6 IRRIGATION DETAILS s ARCHITECTURAL A1.10 SITE PLAN A2.11 FLOOR PLAN - LEVEL 1 BUILDING - A & B A2.12 FLOOR PLAN - LEVEL 1 - BUILDING C & D A2.21 FLOOR PLAN - LEVEL 2 - BUILDING A & B A2.22 FLOOR PLAN - LEVEL 2 - BUILDING C & D A2.31 FLOOR PLAN - LEVEL 3 - BUILDING A & B A2.32 FLOOR PLAN - LEVEL 3 - BUILDING C & D A2.41 ROOF PLAN - BUILDING A & B A2.42 ROOF PLAN - BUILDING C & D A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS - BUILDING A A3.3 EXTERIOR ELEVATIONS - BUILDING B A3.4 EXTERIOR ELEVATIONS - BUILDING C A3.5 EXTERIOR ELEVATIONS - BUILDING D A4.0 BUILDING SECTIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS 4. A CT NS A4.20 y VERTICAL IRCULATIO A5.0 ENLARGED UNIT PLANS A5.1 ENLARGED UNIT PLANS A5.2 ENLARGED UNIT PLANS A5.3 ENLARGED COMMERCIAL RESTROOM PLANS A6.1 k I RCP - LEV L 1 - BUILDIN A & B A . - L EL - IL G A6.3 RCP - LEVEL 2 - BUILDING A & B A6.4 RCP - LEVEL 2 - BUILDING C & D A6.5 RCP - LEVEL 3 - BUILDING A & B - L - UILD G A7.0 PARTITION SCHED. AND RATED ASSEMBLIES A7.1 DOOR SCHEDULE A7.2 DOOR AND WINDOW TYPES A7.3 DOOR HARDWARE SETS A8.1 EXTERIOR DETAILS A8.2 EXTERIOR DETAILS A8.3 EXTERIOR DETAILS A8.4 EXTERIOR DETAILS A8.5 INTERIOR DETAILS A9.0 INTERIOR ELEVATIONS AND GENERAL NOTES A9.1 INTERIOR ELEVATIONS A9.2 INTERIOR ELEVATIONS A10.0 FINISH SC EDULES ANR LEGEND A10. FNI - LEV - ILDI A10.3 FINISH PLAN - LEVEL 1 - BUILDING C& D WATERPROOFING WP-100 WATERPROOFING WINDOW NO TRIM WP-110 WATERPROOFING DOORS WP-200 WATERPROOFING PENETRATIONS WP-300 WATERPROOFING WALLS WP400 WATERPROOFING FOUNDATIONS WP-500 WATERPROOFING ROOFS STRUCTURAL 1 S1.01 GENERAL STRUCTURAL NOTES S1.02 GENERAL STRUCTURAL NOTES S1.03 SPECIAL INSPECTIONS S2.11 FOUNDATION PLAN - BUILDING A & B S2.12 FOUNDATION PLAN - BUILDING C & D S2.21 LEVEL 2 FRAMING PLAN - BUILDING A & B S2.22 LEVEL 2 FRAMING PLAN - BUILDING C & D S2.31 LEVEL 3 FRAMING PLAN - BUILDING A & B S2.32 LEVEL 3 FRAMING PLAN - BUILDING C & D S2.41 ROOF FRAMING PLAN - BUILDING A & B S2.42 ROOF FRAMING PLAN - BUILDING C & D S4.11 CONCRETE DETAILS S4.21 CONCRETE DETAILS S6.11 WOOD DETAILS S6.21 WOOD DETAILS - BUILDING A & B S6.31 WOOD DETAILS - BUILDING A & B S6.41 WOOD DETAILS - BUILDING A & B S6.51 WOOD DETAILS - BUILDING A & B P2.42 PLUMBING - ROOF PLAN - BUILDING C & D P3.01 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG A P3.02 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG B P3.03 PLUMBING HOT WATER PLANT SCHEMATIC - BLDG C P3.04 PLUMBING - HOT WATER PLANT SCHEMATIC - BLDG D P4.01 PLUMBING WATER RISER DIAGRAM - BUILDING A P4.02 PLUMBING WATER RISER DIAGRAM - BUILDING B P4.03 PLUMBING WATER RISER DIAGRAM - BUILDING C P4.04 PLUMBING WATER RISER DIAGRAM - BUILDING D P4.05 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING A P4.06 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING B P4.07 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.08 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING C P4.09 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P4.10 PLUMBING WASTE WATER RISER DIAGRAM - BUILDING D P5.01 PLUMBING - ENLARGED UNIT PLANS P5.02 PLUMBING - ENLARGED UNIT PLANS P5.03 PLUMBING - ENLARGED UNIT PLANS P5.04 PLUMBING - ENLARGED AREA PLANS P8.01 PLUMBING DETAILS P8.02 PLUMBING DETAILS E8.14 WSEC LIGHTING COMPLIANCE AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ikk ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 �►i onrxa 8'tA7E OF Uj a O � x z Z w�LU LU Lim O �a = WaCN e Uj N ❑ W CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. ;Kf]►11a►1N11 SHEET LIST SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: TOml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS VICINITY MAP mmmmm�■ Ei LUMUNUS ❑ LUTHERAN wL CHURCH_ v �000 aa� I ❑ GENERAL NOTES I EDMONDS APARTMENTS 934TH ST SW__ F 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CONTAINED IN ONE SHALL BE CONSIDERED TO BE INCLUDED IN BOTH. 2. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL AND ADDENDA (IF ANY). THE CONTRACT DOCUMENTS ARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED ARE PRESENT. 3. IN THE CASE OF A CONFLICT BETWEEN ANY ASPECT OF THE CONTRACT DOCUMENTS AND ANOTHER, CONTACT THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION OF HOW TO PROCEED 5. DO NOT SCALE DRAWINGS 6. PERFORM EXCAVATION & FOUNDATION WORK IN CONFORMANCE WITH THE SOILS REPORT AND CONSTRUCTION DOCUMENTS 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. ABBREVIATIONS ANGLE E EAST (COORDINATE) H.B. HOSE BIB O.C. ON CENTER SUB. SUBSTITUTE CENTER LINE EA. EACH H.C. HOLLOW CORE O.H. OPPOSITE HAND SUSP. SUSPENDED # NUMBER E.B. EXPANSION BOLT HDBD. HARDBOARD OPN'G. OPENING SV SHEET VINYL R PROPERTY LINE E.J. EXPANSION JOINT HDR. HEADER OPP. OPPOSITE SYM. SYMMETRICAL ELEC. ELECTRICAL HDWR. HARDWARE SYS. STYSTEM A.B. ANCHOR BOLT ELEV. ELEVATION HDWD. HARDWOOD PERF. PERFORATED A/C AIR CONDITIONING ENCL. ENCLOSURE H.M. HOLLOW METAL P.L. PROPERTY LINE T. TREAD A.C.T. ACOUSTICAL TILE CEILING EQ. EQUAL H.V.A.0 HEATING / VENTILATION / P-LAM. PLASTIC LAMINATE TB TACK BOARD ADJ. ADJACENT EQUIP. EQUIPMENT AIR CONDITIONING PR. PAIR T.O.C. TOP OF CURB A.F.F. ABOVE FINISH FLOOR E.W.C. ELECTRIC WATER COOLER PT. PINT, POINT TEL. TELEPHONE ALT. ALTERNATE EXT. EXTERIOR I.D. INSIDE DIAMETER (DIM.) P.T. PRESSURE TREATED TER TERRAllO ARCH. ARCHITECT(URAL) INSUL INSULATED / INSULATION PTD. PAINTED T.O.P. TOP OF PLATE OR PAVEMENT AVG. AVERAGE F.A. FIRE ALARM INT. INTERIOR PTN. PARITION T.P.D. TOILET PAPER DISPENSER A.W.P. ACOUSTICAL WALL PANEL F.C.O. FLOOR CLEANOUT P.V.C. POLYVINYL CHLORIDE PIPE T.O.W. TOP OF WALL F.D. FLOOR DRAIN JT. JOINT TYP. TYPICAL BD. BOARD F.E. FIRE EXTINGUISHER Q.T. QUARRY TILE BLK'G. BLOCKING F.E.C. FIRE EXTINGUISHER CABINET KIT. KITCHEN UNF. UNFINISHED BOT. BOTTOM F.F. FINISH FLOOR R. RADIUS, RISER U.O.N. UNLESS OTHERWISE NOTED F.F.E. FINISH FLOOR ELEVATION LAF LIQUID -APPLIED REF. REFER(ENCE) CAB. CABINET F.S. FROM SLAB MEMBRANE FLASHING REFR. REFRIGERATOR V. VENT C.B. CATCH BASIN F.H. FIRE HYDRANT L.F. LINEAL FEET REINF. REINFORCED V.B. VAPOR BARRIER C.F. CUBIC FEET FIN. FINISH LT.WT. LIGHT WEIGHT SESIL. RESILIENT V.C.T. VINYL COMPOSITION TILE C.J. CONTROL JOINT REV. REVISION, REVISED CLG. CEILING FND. FOUNDATION MAS. MASONRY R.O. ROUGH OPENING W. WEST, EIDTH CLR. CLEAR(ANCE) F.O.C. FACE OF CONCRETE M.B. MACHINE BOLT RWL RAIN WATER LEADER W.C. WATER CLOSET C.M.U. CONCRETE MASONRY UNIT F.O.F. FACE OF FOUNDATION M.B. MARKER BOARD WD. WOOD C.O. CLEAN OUT F.0.1.C. FURNISHED BY OWNER / M.D.F. MEDIUM DENSITY FIBERBOARD S. SOUTH WDW. WINDOW COL. COLUMN INSTALLED BY CONTRACTOR M.D.O. MEDIUM DENSITY OVERLAY SAM SELF -ADHERED MEMBRANE W.G. WIRED GLASS CONC. CONCRETE F.0.1.0 FURNISHED BY OWNER/ M.D.X. MEDIUM DENSITY S.C. SOLID CORE W.H. WATER HEATER CONT. CONTINUOUS INSTALLED BY OWNER EXTERIOR OVERLAY S.C.D. SEAT COVER DISPENSER WIN. WINDOW COORD. COORDINATE F.O.M FACE OF MASONRY MECH. MECHANICAL S.D. SOAP DISPENSER, STORM DRAIN W.P. WATER PROOF(ING) CPT. CARPET F.O.S. FACE OF STUD OR STRUCTURE MEMB. MEMBRANE S.F. SQUARE FEET W.R. WATER RESISTANT C.T. CERAMIC TILE F.P. FIRE PROOF MFG. MANUFACTURING SHT. SHEET WT. WEIGHT C.Y. CUBIC YARDS MFR. MANUFACTURER SHWR. SHOWER W.W.F. WELDED WIRE FABRIC GA. GUAGE MIN. MINIMUM SIM. SIMILAR W.O.M. WALK OFF MAT D.F. DRINKING FOUNTAIN GALV. GALVANIZED MIR. MIRROR S.N.D. SANITARY NAPKIN DISPENSER D.H. DOUBLE HUNG G.C. GENERAL CONTRACTOR M.O. MASONRY OPENING S.N.R. SANITARY NAPKIN RECEPACLE DIM. DIMENSION GLULAM GLUE LAMINATED MTL. METAL S.S. STAINLESS STEEL DISP. DISPENSER GND. GROUND STL. STEEL DIV. DIVISION GR. GRADE N. NORTH STA. STATION DN. DOWN G.W.B. GYPSUM WALLBOARD N.I.C. NOT IN CONTRACT S.T.0 SOUND TRANSMISSION CLASS DR. DOOR NOM. NOMINAL ST.S. STANDING SEAM D.S. DOWN SPOUT N.T.S. NOT TO SCALE DWG. DRAWING CONSTRUCT 4 THREE-STORY MULTIFAMILY BUILDINGS WITH 52 LOW-INCOME APARTMENTS, SUPPORTIVE SERVICES AND AMENITY SPACES TOTALING 43,619 GROSS SF BUILDING SPACE; WITH 38,857 GROSS SF RESIDENTIAL (R-2 OCCUPANCY) OF 7 ONE -BEDROOM (MAX. 576 SF), 32 TWO -BEDROOM (MAX. 735 SF), AND 13 THREE -BEDROOM (MAX. 924 SF) UNITS; AND 4,762 GROSS SF BUSINESS (B OCCUPANCY) AND STORAGE (S-2 OCCUPANCY) COMPRISED OF STAFF OFFICES, HEALTH CONSULTATION, COMMUNITY AND MULTIPURPOSE ROOMS AND COMMUNITY PANTRY. BUILDINGS CONFIGURED AROUND RESIDENT COURTYARD, LEVEL 1 UNIT DOORS ACCESSED FROM COURTYARD, WITH LEVELS 2 & 3 UNITS ACCESSED VIA REMOTE EXTERIOR EXIT STAIRWAYS AND EGRESS BALCONIES. CONSTRUCT IMPROVEMENTS OF 1.35-ACRE SITE (APN 00576700002614) INCLUDING ALL ASSOCIATED UTILITIES, UNDERGROUND STORMWATER VAULT, SITE WORK, PAVING, FIRE ACCESS ROAD, PARKING, RETAINING WALL, TRASH ENCLOSURE, FENCING, COURTYARD AMENITIES, PLAY EQUIPMENT AND LANDSCAPING. DEMOLITION INCLUDING REMOVAL OF EXISTING TREES. PROJECT DESIGNED TO MEET EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD (ESDS) PROGRAM. DEFERRED APPROVAL: CONSTRUCT STREET FRONTAGE IMPROVEMENTS INCLUDING RELOCATION OF CERTAIN UTILITIES, DRIVEWAY ACCESS, SIDEWALK, LANDSCAPING AND PLANTERS. CONSTRUCT OFFSITE IMPROVEMENTS AT NORTHEAST CORNER OF 3.05-ACRE SITE (APN 00576700002508) INCLUDING SPORTS COURT, SIDEWALK, STORMWATER AND LANDSCAPING. OFFSITE DEMOLITION INCLUDING REMOVAL AND RELOCATION OF EXISTING PORTABLE OFFICE MODULAR AND CAPPING OF ASSOCIATED UTILITIES. GOVERNING CODES APPLICABLE CODES & STANDARDS THE FOLLOWING INTERNATIONAL CODE COUNCIL CODES ARE ADOPTED AS AMMENDED BY STATE OF WASHINGTON BUILDING CODE COUNCIL (SBCC), WA STATE AMENDMENTS (WAC 51-50), AND AS AMENDED BY EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC): 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY CODE (WAC 51-11) - RESIDENTIAL, COMMERCIAL 2018 INTERNATIONAL FUEL GAS CODE 2018 UNIFORM PLUMBING CODE 2020 NATIONAL ELECTRICAL CODE (NEC) CURRENTLY ADOPTED BY WA STATE L&I ICC / ANSI Al 17.1 - 2009 EDITION SECTION 504 (HUD) UNIFORM FEDERAL ACCESSIBILITY STANDADRD (UFAS) EDMONDS CITY CODE / COMMUNITY DEVELOPMENT CODE (ECDC) SOUTH COUNTY FIRE / EDMONDS FIRE MARSHAL STANDARDS ECDC - TITLE 19 BUILDING CODES DEPT. OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (2019 EDITION) EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 * ELECTRCIAL/ LOW -VOLTAGE PERMITS ADMINISTERED BY WASINGTON STATE DEPT. OF LABOR & INDUSTRIES (L&I) UTILITY DISTRICTS WATER / FIRE OLYMPIC VIEW WATER & SEWER SEWER OLYMPIC VIEW WATER & SEWER STORM CITY OF EDMONDS GAS CONTRACTOR TO VERIFY EXISTING ELECTRICAL SNOHOMISH COUNTY PUD FIBEROPTICS ZIPLY FIBER PHONE / DSL CONTRACTOR TO VERIFY EXISTING CABLE CONTRACTOR TO VERIFY EXISTING TRASH / RECYCLE REPUBLIC SERVICES UTILITY LOCATIONS CALL BEFORE YOU DIG 811 LEGEND 1 Ref DRAWING # ROOM NAME ROOM NAME EXTERIOR XXX ROOM NUMBER ELEVATION A101 SHEET # 1 Ref j� DIMENSION POINT INTERIOR DRAWING # OR ELEVATION ELEVATION A101 SHEET # 1 i PARTITION TYPE - SEE A7.0 BUILDING 1 1 DRAWING # SECTION A1.1 A1.1 SHEET # 101 DOOR NUMBER DRAWING # SEE A7.1 WALL 1 SECTION A1.1 SHEET # SECTION 1 DETAIL # DETAIL A1.1 SHEET # SIM. TYP.'*—DETAILS THAT ARE SIMILAR "—DETAILS THE DETAIL SHOWN DETAILS THAT ARE TYPICAL AND OCCUR IN MULTIPLE LOCATIONS ENLARGED �r 1 DETAIL # PLAN / DETAIL A1.1 L _ J SHEET # ROJECT INFORMATION GENERAL BUILDING INFORMATION TYPE V-B CONSTRUCTION, SPRINKLERS MIXED -OCCUPANCY, MULTISTORY, NON -SEPARATED OCCUPANCIES, AGGREGATE BUILDING (FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE) LEVEL 1 - BUILDING A PORTION - B & S-2 OCCUPANCIES BUILDING B PORTION - R-2 & S-2 OCCUPANCIES BUILDING C PORTION - R-2 & S-2 OCCUPANCIES BUILDING D PORTION - R-2 & S-2 OCCUPANCIES LEVEL 2 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY LEVEL 3 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY NFPA 13 MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 72 MONITORED FIRE ALARM SYSTEM, SMOKE DETECTION / ALARM, CARBON MONOXIDE DETECTION / ALARM TOTAL OCCUPANT LOAD 365 (ROUNDED UP, REFER TO OCCUPANCY LOAD CALCULATION AND EGRESS PLANS) B OCCUPANTS 102 S-2 OCCUPANTS 17 R-2 OCCUPANTS 246 TOTAL OCCUPANTS 365 (INCLUDES LEVELS 1, 2 & 3, AND USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) NOTE: EGRESS OCCUPANT LOAD OF 276 USED AT LEVEL OF EXIT DISCHARGE (LEVEL 1 + LEVEL 2), SEE SHEETS T1.2-T1.5 ACCESSIBLE UNITS ACCORDING TO IBC CH. 11, ICC/ANSI Al17.1, SECTION 504 (HUD) AND UFAS: 1. ONE -BEDROOM ACCESSIBLE / TYPE A UNIT D101 2. TWO -BEDROOM ACCESSIBLE / TYPE A UNIT B102 3. THREE -BEDROOM ACCESSIBLE / TYPE A UNIT B101 (11) LEVEL 1 GROUND FLOOR REMAINING UNITS ARE TYPE B SENSORY ACCESSIBLE UNITS PER SECTION 504 (HUD): UNITS B101, B102, B103 UNITS D101, D102 SEE BUILDING CODE ANALYSIS FOR FURTHER INFORMATION. SEE STRUCTURAL FOR RISK CATEGORY, DESIGN LOADS, SNOW LOADS AND WIND LOADS. GENERAL ZONING INFORMATION SEE ZONING COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEET A1.10. SEE BUILDING CODE COMPLIANCE NOTES FOR FURTHER INFORMATION ON SHEETS T1.2 - T1.5. SEE CIVIL FOR IMPERVIOUS AND GRADING AMOUNTS. MULTIFAMILY ADDRESS 8215 236TH ST. SW, EDMONDS, WA 98026 APN 00576700002614 ZONING CG - GENERAL COMMERCIAL SITE SIZE 1.35-ACRES EXIST. USE VACANT UNDEVELOPED LOT TOTAL GROSS BUILDING SPACE 49,793 SF (INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) LEVEL 1 17,058 SF LEVEL 2 16,546 SF LEVEL 3 16,189 SF MAX. BLDG. COVERAGE NONE MAX. BLDG HEIGHT 75' ACTUAL BLDG. HEIGHT 40'-9" TALLEST RIDGE PARKING REQUIRED 50 PARKING PROVIDED 50 TOTAL (2 ACCESSIBLE SPACES, 48 STANDARD SPACES) OFFSITE SPORTS COURT ADDRESS 23525 84TH AVE. W, EDMONDS, WA 98026 APN 00576700002508 ZONING RS-8, SINGLE-FAMILY, 8,000 SF LOTS SITE SIZE 3.05 ACRES EXIST. USE CHURCH NO NEW BUILDINGS OR MODIFICATIONS PROPOSED. LEGAL DESCRIPTION: APN 00576700002614 (MULTIFAMILY) (PER RESCISSION BARGAIN AND SALE DEED RECORDED ON AUDITOR'S FILE NO. 202004070014.) LOTS A AND B OF CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2018-0027, RECORDED SEPTEMBER 21, 2018 AS RECORDING NO.201809215002, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN COUNTY OF SNOHOMISH, STATE OF WASHINGTON. APN 00576700002508 (OFFSITE SPORTS COURT) SECTION 31 TOWNSHIP 27 RANGE 4 QUARTER NE SKELTONS LK MC ALEER 5 ACRE TRS BLK 000 D-08 - LOT B CITY OF ED LLA #PLN2018-0027 REC AFN 201809215002 BEING APTN OF LOTS 25 & 26 SD PLAT (EX ST WA#02278 001) SPECIAL INSPECTIONS: REFER TO STRUCTURAL AND CIVIL DRAWINGS FOR A LIST OF ALL SPECTION INSEPECTIONS REQUIRED FOR THE PROJECT. PRIOR TO ISSIANCE OF THE BUILDING PERMIT A CITY SPECIAL INSPECTION AND TESTING AGREEMENT MUST BE SUBMITTED AND APPROVED FOR EACH INSPECTION FIRM THAT WILL BE USED ON THE PROJECT. THE DOCUMENT(S) WILL BE PROVIDED FOR SIGNATURES DURING THE CITY REVIEW PROCESS. CALCULATIONS I REPORTS I DOCUMENTS: GEOTECHNICAL ENGINEERING REPORT PREPARED BY THE RILEY GROUP TOPOGRAPHIC SURVEY PREAPRED BY HARMSEN LLC STORMWATER SITE PLAN PREPARED BY HARMSEN LLC STORM DRAINAGE OPERATIONS & MAINTENACNE MANUAL PREPARED BY HARMSEN LLC CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP) / STORMWATER POLLUTION PREVENTION PLAN (SWPPP) STRUCTURAL CALCULATIONS PREPARED BY SSF VAULT STUCTURAL CALCUALTIONS PREPARED BY SSF FIRE FLOW AVAILABILITY MEMO BY PACE (ENGINEER FOR OLYMPIC VIEW WATER & SEWER DISTRICT) ARBORIST REPORT PREPARED BY TREE SOLUTIONS, INC. TRAFFIC IMPACT ANALYSIS WORKSHEET, TRAFFIC MEMO RERPARED BY KIMLEY HORN PHASE I ENVIRONMENTAL SITE ASSESSMENT PREPARED BY KANE ENVIRONMENTAL INC. (AVAILABLE UPON REQUEST) PROJECT MANUAL - SPECIFICATIONS, VOL 1 & VOL 2 PERMITS 1 APPROVALS: PLN2022-0042 ADMINISTRATIVE DESIGN REVIEW (RESPONSE TO STAFF COMMENTS) COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) WATER & SEWER UTILITY CONNECTION REVIEW BY OLYMPIC VIEW WATER & SEWER (L-146, EUC 21-10) SIDE SEWER PERMIT WATER METER PERMIT TREE REMOVAL PERMIT STRUCTURE PERMIT - STORMWATER VAULT FIRE CONNECTION PERMIT RIGHT-OF-WAY CONSTRUCTION PERMIT CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP, WA STATE DEPT. OF ECOLOGY) STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MULTIFAMILY RESIDENTIAL PRIMARY BUILDING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL MECHANICAL PERMITS FOR EACH BUILDING - BUILDING A, B, C & D COMMERCIAL PLUMBING PERMITS FOR EACH BUILDING - BUILDING A, B, C & D EVERGREEN SUSTAINABLE DEVELOPMENT STANDARD, VERSION 4.0 RELATED PERMITS 1 APPROVALS: EASEMENT FOR USE AND ACCESS FOR OFFSITE SPORTS COURT (PENDING APPROVAL) WATER & SEWER UTILITY CONNECTION (PENDING APPROVAL FROM OLYMPIC VIEW WATER & SEWER, L-146, EUC 21-10) PLN 2022-0042 ADMINISTRATIVE STAFF DESIGN REVIEW (PENDING APPROVAL) ENVIRONMENTAL CHECKLIST / HIGHWAY 99 PLANNNED ACTION REVIEW CHECKLIST / SEPA DETERMINATION (PENDING APPROVAL) CRA 2021-0104 CRITICAL AREA DETERMINATION PRE 2021-0004 PRE -APPLICATION MEETING DEFFERRED PERMITS I APPROVALS: PRIOR TO FABRICATION AND INSTALLATION, THE FOLLOWING DEFERRED APPROVAL ITEMS MUST BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL, WA STATE LABOR & INDUSTRIES (L & 1) AND/ OR FIRE AUTHORITY (SOUTH COUNT FIRE/ EDMONDS FIRE MARSHAL). THE CONTRACTOR SHALL SUBMIT THESE BIDDER -DESIGN DEFERRED APPROVAL DOCUMENTS (PLANS AND SPECIFICATIONS) TO THE ARCHITECT AND ENGINEER OF RECORD WHO SHALL REVIEW THEM, RETURN TO GENERAL CONTRACTOR, WHO SHALL THEN FORWARD TO THE BUILDING OFFICIAL, L & I AND/ OR FIRE AUTHORITY WITH A NOTATION INDICATING THAT THE DEFERRED DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN. THE ITEMS DEFERRED SHALL NOT BE INSTALLED UNTIL APPROVED BY THE APPROPRIATE AGENCY OR OFFICIAL. SIGN PERMIT FIRE SPRINKIER SYSTEM PERMIT FOR EACH BUILDING FIRE ALARM SYSTEM PERMIT FOR EACH BUILDING ELECTRICAL / LOW -VOLTAGE PERMITS FOR EACH BUILDING, SITE (WA STATE L&I) DISTRIBUTIVE ANTENNA SYSTEM (DAS) FOR EACH BUILDING -TBD IF REQUIRED SHOP DRAWINGS OFFSITE SPORTS COURT COMMERCIAL CLEARING / GRADING PERMIT (CIVIL PERMIT) DEMOLITION PERMIT FOR RELOCATION OF OFFSITE OFFICE MODULAR (TBD) AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 /I 10031 SR 532, Suite B Stanwood, WA 98292 www.designsaw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N 0 e0 Uj am Cn O Fm u Z z0 LU LLI C� J z LU U) LU LU Cl) LL c, a H O Ja co N Lo T W Q T_ N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: PROJECT INFO SCALE: As indicated DRAWN: CS, RB CHECKED: KW PROJECT NO: 2021031.00 SHEET: T1 0 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GENERAL NOTES: 1. THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. REPRODUCTION OR USE OF THESE DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. 2. THESE CONTRACT DOCUMENTS ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 3. CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. 4. VERIFY ALL CONDITIONS IN FIELD BEFORE STARTING WORK. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO, HE/SHE SHALL BE PROCEEDING AT HIS/HER OWN RISK AND EXPENSE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND EACH SUBCONTRACTOR TO REVIEW, UNDERSTAND AND COORDINATE WORK WITH APPLICABLE CODES, ORDINANCES, REGULATIONS, MANUFACTURER'S RECOMMENDATIONS AND ALL CONTRACT DOCUMENTS BEFORE THE INSTALLATION OF THEIR WORK. 6. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS SHALL BE CORRECTED BY THE CONTRACTOR / SUBCONTRACTOR AT HIS/HER OWN EXPENSE AND AT NO EXPENSE TO THE OWNER, ENGINEER OR ARCHITECT. 7. VERIFY FIGURES SHOWN ON THE DRAWINGS BEFORE LAYING OUT THE WORK. REPORT ERRORS AND/OR INACCURACIES IN WRITING TO THE ARCHITECT BEFORE COMMENCING WORK. 8. EACH INSTALLER SHALL BE RESPONSIBLE FORE VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. 9. TAKE EVERY PRECAUTION TO SAFEGUARD PERSONS AND PROPERTY. 10. STORE MATERIALS IN AREA APPROVED BY OWNER. PROTECT ALL BUILDING MATERIALS FROM WEATHER DURING CONSTRUCTION. PROTECT CONSTRUCTION FROM WEATHER AS WORK PROCEEDS. 11. REPAIR ALL DAMAGES CAUSED BY CONSTRUCTION DUE TO THE WORK OF THIS CONTRACT. 12. REMOVE DEBRIS FROM THE BUILDING SITE AS IT ACCUMULATES TO PREVENT UNSAFE CONDITIONS 13. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY DISPOSING OF CONSTRUCTION DEBRIS VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. CONTRACTOR IS ENCOURAGED TO RECYCLE ALL MATERIALS POSSIBLE AND TO USE RECYCLED MATERIALS WHERE SUITABLE. CONTRACTOR SHOULD NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH MAY BE APPROPRIATE FOR SUBSTITUTION. ADHERE ESDS 6.03 CRITERIA. 14. IN THE EVENT OF THE UNFORESEEN ENCOUNTER OF MATERIALS SUSPECTED TO BE OF AN ARCHAEOLOGICAL OR PALEONTOLOGICAL NATURE, ALL GRADING AND EXCAVATION SHALL CEASE IN THE IMMEDIATE AREA AND THE APPROPRIATE AUTHORITIES ARE TO BE NOTIFIED BY THE CONTRACTOR. THE FIND SHALL BE LEFT UNTOUCHED UNTIL AN EVALUATION BY A QUALIFIED ARCHAEOLOGIST OR PALEONTOLOGIST IS MADE. 15. OMISSIONS MADE IN THESE DRAWINGS OR THE MIS -DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR DESCRIBED DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 17. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS. 18. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS AS SHOWN AND ACTUAL FIELD MEASUREMENT. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 19. WRITTEN DIMENSIONS SUPERSEDE SCALED DRAWINGS. 20. WRITTEN NOTES SUPERSEDE GRAPHIC DEPICTIONS. 21. ENGINEERING SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY. 22. DIMENSIONS GIVEN ARE TO CENTERLINE OF FRAMING, CENTERLINE OF CONCRETE OR MASONRY, CENTERLINE OF STRUCTURAL STEEL, CENTERLINE OF COLUMNS. OR TO CENTER OF OPENING. UNLESS OTHERWISE NOTED. 23. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 24. VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS, EQUIPMENT AND APPLIANCES TO ASSURE COMPATIBILITY WITH THE PLANS. 25. THE PLANS AND SPECIFICATIONS ARE MINIMUMS AND WHERE DETAILS ARE NOT SPECIFICALLY SHOWN, CONSISTENT PRACTICES SHALL BE USED. 26. INSTALL AND APPLY MATERIALS PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. 27. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED, SHALL BE FIELD -VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION LAYOUT. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, SO DESIGN MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 28. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, WHETHER PUBLICLY OR PRIVATELY OWNED, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 29. SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING JURISDICTION AND THE ENGINEER FOR ALL UTILITY INTERRUPTIONS A MINIMUM OF 1 WEEK (7 DAYS) IN ADVANCE OF NEEDED DATE. 30. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK BETWEEN ALL TRADES. TO ENSURE THAT ALL SYSTEMS ARE INTEGRATED PER THE CONTRACT DOCUMENTS, PER THE DESIGN INTENT, AND DO NOT INTERFERE WITH ADJACENT OR FUTURE WORK. 31. ALL CONTRACTORS TO COORDINATE WITH FOUNDATION AND STEEL STRUCTURE LAYOUT TO ACCOMMODATE MECHANICAL, PLUMBING, FIRE SPRINKLER, FIRE ALARM, LIGHTING, AUDIO/VISUAL/LOW-VOLTAGE AND ELECTRICAL SYSTEMS. 32. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR EQUIPMENT (MECHANICAL, ELECTRICAL, OWNER -SUPPLIED AND OTHER EQUIPMENT), AS WELL AS SHOP DRAWINGS AS REVIEWED BY ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH WORK. 33. CONTRACTOR SHALL VERIFY / ADJUST SIZES AND LOCATIONS OF ALL EQUIPMENT PADS AND BASES, POWER, WATER AND DRAIN INSTALLATION BEFORE PROCEEDING WITH THE WORK. THIS SHALL OCCUR WITH NO ADDITIONAL COST TO OWNER. 34. IDENTIFY ALL MECHANICAL AND AUDIO / VISUAL EQUIPMENT LOCATIONS AND ACCESS AREAS PRIOR TO THE START OF FRAMING. PROVIDE OPENINGS IN FARMING FOR ACCESS AREAS. A PLAN SHOWING THE LOCATION OF ALL ACCESS PANELS AT CEILINGS MUST BE SUBMITTED FOR REVIEW BY ARCHITECT PRIOR TO FRAMING. GENERAL NOTES (CONTINUED): 36. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING AS NECESSARY TO ACCOMMODATE INSTALLATION OF CURRENT CONTRACT AND FUTURE EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS / GUARDRAILS (AS APPLICABLE). CONTRACTOR TO COORDINATE BLOCKING / BACKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 37. PROVIDE SOLID WOOD BLOCKING AND/OR WOOD BACKING BEHIND ALL WALL -MOUNTED ACCESSORIES AND MILLWORK AS REQUIRED BY APPLICABLE MANUFACTURER RECOMMENDATIONS, AND AS INDICATED BY ARCHITECT OR ENGINEER DURING SUBMITTAL PROCESS. 38. GRADING PLANS, DRAINAGE IMPROVEMENTS, RIGHT-OF-WAY, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 39. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE COMPLETE FALL PROTECTION AND/OR RESTRAINT ANCHORAGE SYSTEMS AS NECESSARY AND REQUIRED TO ACHIEVE WORK OF THIS CONTRACT. SUCH SYSTEM DESIGNS, PERMIT APPROVALS AND INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. SYSTEMS COMMISSIONING - ALL HVAC CONTROL SYSTEMS AND OTHER AUTOMATICALLY CONTROLLED SYSTEMS FOR WHICH ENERGY CONSUMPTION PERFORMANCE, OR MODE OF OPERATION ARE REGULATED BY WAC 51-11-1416 SHALL REQUIRED SYSTEMS COMMISSIONING, PRELIMINARY AND FINAL REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1416.4.2.2, AND PER REQUIREMENTS OF THE CURRENTLY ADOPTED WA STATE ENERGY CODE - COMMERCIAL AND/ OR RESIDENTIAL. 40, CONTRACTOR SHALL MAKE AVAILABLE ON -SITE A COPY OF ALL APPLICABLE CODES, RULES, REGULATIONS, REPORTS, CERTIFICATES, LAND -USE APPROVAL, CONDITIONAL USE PERMIT, PROJECT DESIGN REVIEW, ASSOCIATED PERMITS, ETC. IDENTIFIED AN AS INDICATED WITHIN THE CONTRACT DOCUMENTS. 41. CONTRACTOR SHALL MAKE AVAILABLE TO ALL SUBCONTRACTORS A COPY OF ALL CITY, STATE, LOCAL, COUNTY, FEDERAL, ETC. STANDARD DETAILS, AS IDENTIFIED WITHIN THE CONTRACT DOCUMENTS. 42. PERMIT NO SMOKING ON PROJECT -SITE DURING CONSTRUCTION PER ESDS 7.05A AND AFTER CONSTRUCTION PER ESDS 7.05B CRITERIA. 43. ALL PENETRATIONS OF FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECT BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UNDERWRITERS LABORATORIES' LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEM. 44. CONTRACTOR SHALL CONTACT ARCHITECT PRIOR TO FINAL PLACEMENT OF LIGHT FIXTURES AND DIFFUSERS IN ALL CEILINGS AND WALLS. COORDINATE WITH ELECTRICAL PRIOR TO ACOUSTICAL CEILING GRID INSTALLATION. 45. ALL EXTERIOR WALL AND ROOF OPENINGS, FLASHING, COUNTER -FLASHING, AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF AND WATERTIGHT (PER THE CONTRACT DOCUMENTS). 46. THE ENTIRE BUILDING FACILITY MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC WITH WASHINGTON STATE AMENDMENTS, ICC/ ANSI Al17.1. AND USAF. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE ACCESSIBLE REQUIREMENTS, AND WITH THE ACCESSIBLE STANDARDS AND DETAILS SHOWN ON THE DRAWINGS. 47. DO NOT DRILL THROUGH PRE -MANUFACTURED ROOF TRUSSES. 48. PLUMBING, FIRE SPRINKLER SYSTEM, MECHANICAL, LIGHTING, FIRE ALARM SYSTEM, AUDIO / VISUAL / LOW -VOLTAGE AND ELECTRICAL WORK UNDER SEPARATE PERMITS. CONTRACTOR IS COMPLETELY RESPONSIBLE FOR OBTAINING THESE PERMITS AND COORDINATING THESE DESIGN -BUILD SYSTEMS WITH THE'VVOPK DE RI D IN TfTE-S-ECONTRAMDOCIdfa-E- RTS. 49, IMPROVEMENTS AND SOURCED MATERIALS TO BE PHOSPHORUS FREE, AND MAY NOT ADD PHOSPHORUS TO THE STORMWATER DURING CONSTRUCTION. SPECIAL INSPECTIONS SPECIAL INSPECTION BY AN APPROVED TESTING LABORATORY REQUIRED ON ALL SITE WELDING, HIGH STRENGTH BOLTING, PILING OPERATIONS, SPRAYED -ON FIREPROOFING, ALL STRUCTURAL MASONRY, (REGARDLESS OF DESIGNED STRENGTHS) AND STRUCTURAL CONCRETE. REFER TO STRUCTURAL AND CIVIL. A FINAL SIGNED REPORT STATING THE WORK REQUIRING SPECIAL INSPECTION WAS THE BEST OF LAB'S KNOWLEDGE IN CONFORMATION WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE PROVISIONS OF THE INTERNATIONAL BUILDING CODE WILL BE OBTAINED FROM THE TESTING LAB AND SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION AND OCCUPANCY. INDIVIDUAL INSPECTORS SHALL BE CERTIFIED BY WABO FOR THE SPECIFIC TYPE OF INSPECTION THEY WILL COMPLETE. DEMOLITION NOTES: 1. DEMOLITION INFORMATION IS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ARCHITECT DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE EXISTING SITE AND BUILDING, AND DETERMINE WHAT MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. ALL HAZARDOUS MATERIALS SHALL BE REMOVED BY A LICENSED ABATEMENT CONTRACTOR, PRIOR TO ANY DEMOLITION OR ACTIVITY WHICH WOULD DISTURB THE MATERIAL. 3. THE CONTRACTOR SHALL NOT DAMAGE THE STRUCTURAL INTEGRITY OR ANY PORTION OF THE ADJACENT EXISTING BUILDINGS AT ANY TIME DURING CONSTRUCTION. 4. ALL ITEMS ARE THE PROPERTY OF THE OWNER. THE CONTRACTOR SHALL SALVAGE ANY ITEMS AT THE REQUEST OF THE OWNER. 5. THE CONTRACTOR SHALL REPAIR AND/ OR REPLACE ALL ITEMS DAMAGED DURING DEMOLITION AND CONSTRUCTION TO ITS ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER STORAGE OF ANY ITEMS TO BE SALVAGED AND RELOCATED. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL ITEMS DEMOLISHED, VIA AN APPROVED VENDOR OR FACILITY, ACCORDING TO THE APPROVED SOLID WASTE MANAGEMENT PLAN, AND PER ESDS 6.03 CRITERIA. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Soitc B Stanwood, WA 98292 www. des i gnsnw. coin r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a O z 12 Uj LU C� J Z LU LU LU Lim 10� VQ= H O Ja co N Lo Uj Q N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # F Date Description 2 01-25-2023 IPERMITRESUBM. IiVIV I CIV I J. CODE, LIFE SAFETY & PERMIT NOTES SCALE: DRAWN: CS, RB CHECKED: KW PROJECT NO: 2021031.00 SHEET: T1 ■ (CONTINUES) CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS BUILDING CODE INFORMATION JURISDICTION CITY OF EDMONDS APPLICABLE CODES & STANDARDS GENERAL BUILDING INFORMATION PER GOVERNING CODES ON SHEET T1.0 PER PROJECT DESCRIPTION ON SHEET T1.0 CONSTRUCT 4 THREE-STORY MULTIFAMILY BUILDINGS WITH 52 LOW-INCOME APARTMENTS, SUPPORTIVE SERVICES AND AMENITY SPACES TOTALING 43,619 GROSS SF BUILDING SPACE; WITH 38,857 GROSS SF RESIDENTIAL (R-2 OCCUPANCY) OF 7 ONE -BEDROOM (MAX. 576 SF), 32 TWO -BEDROOM (MAX. 735 SF), AND 13 THREE -BEDROOM (MAX. 924 SF) UNITS; AND 4,762 GROSS SF BUSINESS (B OCCUPANCY) & STORAGE (S-2 OCCUPANCY) COMPRISED OF STAFF OFFICES, HEALTH CONSULTATION, COMMUNITY AND MULTIPURPOSE ROOMS AND COMMUNITY PANTRY. BUILDINGS CONFIGURED AROUND RESIDENT COURTYARD, LEVEL 1 UNIT DOORS ACCESSED FROM COURTYARD, WITH LEVELS 2 & 3 UNITS ACCESSED VIA REMOTE EXTERIOR EXIT STAIRWAYS AND EGRESS BALCONIES. TYPE V-B CONSTRUCTION, S (SPRINKLERS) MIXED -OCCUPANCY, MULTISTORY, NON -SEPARATED OCCUPANCIES, AGGREGATE BUILDING (FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE): LEVEL 1 - BUILDING A PORTION - B & S-2 OCCUPANCIES; BUILDING B PORTION - R-2 & S-2 OCCUPANCIES; BUILDING C PORTION - R-2 & S-2 OCCUPANCIES; & BUILDING D PORTION - R-2 & S-2 OCCUPANCIES LEVEL 2 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY LEVEL 3 - BUILDING A, B, C & D PORTIONS - R-2 OCCUPANCY NFPA 13 MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM NFPA 72 ADDRESSABLE AND MONITORED FIRE ALARM SYSTEM, SMOKE DETECTION / ALARM, CARBON MONOXIDE DETECTION / ALARM TOTAL OCCUPANT LOAD 365 (ROUNDED UP, REFER TO OCCUPANCY LOAD CALCULATION AND EGRESS PLANS) B OCCUPANTS 102 S-2 OCCUPANTS 17 R-2 OCCUPANTS 246 TOTAL OCCUPANTS 365 (INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) SEE STRUCTURAL FOR RISK CATEGORY, DESIGN LOADS, SNOW LOADS AND WIND LOADS. BUILDING AREA SUMMARY REFER TO 2018 IBC - GROSS FLOOR AREA, 2018 IFC - FIRE AREA CHART ON SHEET T1.3 GROSS FLOOR AREA (PORTIONS OF AGGREGATE, EXCLUDES USABLE EXTERIOR AREAS UNDER PROJECTION/ ROOF ABOVE): LEVEL1 LEVEL2 LEVEL3 TOTAL BUILDING A 3,953 SF 3,965 SF 3,962 SF 11,880 SF BUILDING B 2,798 SF 2,810 SF 2,808 SF 8,416 SF BUILDING C 3,645 SF 3,078 SF 3,078 SF 9,801 SF BUILDING D 4,500 SF 4,511 SF 4,511 SF 13,522 SF TOTAL 14,896 SF 14,364 SF 14,359 SF 43,619 SF GROSS BUILDING AREA AGGREGATE GROSS BUILDING AREA BY LEVEL (AGGREGATE BUILDING A, B, C & D): LEVEL 1 TOTAL 17,058 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) LEVEL 2 TOTAL 16,546 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) LEVEL 3 TOTAL 16,189 SF(INCLUDES USABLE EXTERIOR AREA UNDER PROJECTION/ ROOF ABOVE) USABLE EXTERIOR AREA WITH PROJECTION ABOVE OR WITH ROOF ABOVE SUBTOTAL: 6,174 SF (LEVELS 1, 2, 3, EGRESS BALCONY & EXTERIOR EXIT STAIR NOT INCLUDED IN GROSS FLOOR AREA / GROSS BUILDING AREA) FIRE -FLOW CALCULATION AREA, IFC TABLE B105.1(2): 49,793 SF CH. 3 OCCUPANCY CLASSIFICATIONS & USE REFER TO 2018 IBC -CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CHART ON SHEET T1.3 GROUP R (RESIDENTIAL) R-2 OCCUPANCY BUILDING A PORTION - LEVELS 2 & 3 BUILDING B PORTION - LEVELS 1, 2 & 3 BUILDING C PORTION - LEVELS 1, 2 & 3 AA BUILDING D PORTION - LEVELS 1, 2 & 3 AA C122 LAUNDRY INCIDENTAL TO R-2 GROUP B (BUSINESS) B OCCUPANCY ** A BUILDING A PORTION - LEVEL 1 NON -SEPARATED OCCUPANCY ** B SMALL ASSEMBLY Al01 COMMUNITY, All 1 MULTIPURPOSE (SECTION 303.1.2.1 & 2 EACH <50 OCCUPANTS & <750 SF, CLASSIFY AS B OCCUPANCY) (SECTION 508.2 N/A, NOT REQUIRED TO BE < 10% OF AREA OF STORY) A B ACCESSORY STORAGE A104 SECURE FILE, Al 10 STORAGE, Al14 STORAGE, A123 STORAGE (SECTION 311.1.1 STORAGE ACCESSORY CONSIDERED SAME AS PRIMARY USE B OCCUPANCY, NO LIMIT TO PORTION OF FLOOR AREA) GROUP S (STORAGE) S-2 OCCUPANCY BUILDING A, B, C & D- LEVEL 1 PORTIONS, NON -SEPARATED OCCUPANCY A120 COMMUNITY PANTRY, A121 PACKAGES, MAINTENANCE C123, ELEC - MECH / HPWH / ELEC - FIRE RISER ROOMS. BUILDING B & D - LEVEL 1 PORTIONS, EXTERIOR BIKE ALCOVES CH. 4 SPECIAL REQUIREMENTS SECTION 420 R-2 OCCUPANCIES: SECTION 420.2 1-HR FIRE PARTITION WALLS PER 708 -SEPARATE DWELLING UNITS IN SAME BUILDING OR OTHER CONTIGUOUS OCCUPANCY, 1-HR. PER 708.3, COMPLIES (708.4.1 EXCEPTION - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) SECTION 420.3 1-HR. HORIZONTAL FLOOR ASSEMBLY PER 711 - SEPARATE DWELLING UNITS IN SAME BUILDING OR OTHER CONGIGUOUS OCCUPANCY, 1-HR PER 711.2.4.3, COMPLIES (711.2.3 EXCEPTION 2 - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) AUTOMATIC SPRINKLER SYSTEM PER 903.2.8 IN GROUP R OCCUPANCIES (SECTION 420.4) FIRE ALARM & SMOKE ALARM SYSTEMS PER 907.2.9 & 907.2.10 REQUIRED IN R-2 OCCPANCIES (SECTION 420.5) ELECTRIC VEHICLE CHARGING INFRASTRUCTURE REQUIRED FOR B & R-2 OCCUPANCIES (SECTION 429) 5% OF PARKING SPACES, 50 SPACES, 3 EV CHARGING INFRASCTURE REQURIED (1 ACCESSIBLE) (429.4.1) 5 EV CHARGING STATIONS INSTALLED (INCLUDING AT ACCESSIBLE VAN PARKING) - COMPLIES -OR- (429.4.2) 5 FUTURE EV INFRASTUTURE - SERVICE CAPACITY, FUTURE METERS / PANEL CAPACITY, RACEWAYS CH. 5 ALLOWABLE BUILDING HEIGHTS AND AREA CALCULATIONS FOUR BUILDINGS ON SAME LOT MAY BE PORTIONS OF ONE AGGREGATE BUILDING (SECTION 503.1.2) HEIGHT, STORIES, AGGREGATE AREA OF THE BUILDINGS ARE WITHIN LIMITATIONS OF SECTION 504 & 506 EXTERIOR WALLS & OPENING PROTECTION FACING EACHOTHER - N/A FACING WALLS TO MEET EXTERIOR BEARING WALL REQUIREMENTS PER TABLE 601 (SEE BELOW) ALLOWABLE HEIGHT (TABLE 504.3) PER STORY, TYPE V-B: GROUP B, S 60' GROUP S-2, S 60' GROUP R-2, S 60' ALLOWABLE STORIES (TABLE 504.4), TYPE V-B: GROUP B, S 3 STORIES GROUP S-2, S 3 STORIES GROUP R-2, S 3 STORIES TABULAR ALLOWABLE AREA FACTOR (TABLE 506.2) PER STORY, TYPE V-B: GROUP B, SM 27,000 GROUP S-2, SM 40,500 GROUP R-2, SM 21,000 (S13R Nhk SINCE > 7,000) ALLOWABLE AREA OF AGGREGATE BUILDING - TYPE V-B, S, 3 STORIES, MIXED OCCUPANCY, NON -SEPARATED OCCUPANCIES LEVELS 1, 2 & 3, B, S-2 &R-2 NON -SEPARATED OCCUPANCIES (AGGREGATE BUILDING) B ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 27,000 SF NS TABULAR AREA (NS) PER STORY = 9,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [27,000 + (9,000 X 0.75)] = 33,750 SF LEVEL 1, B TOTAL FLOOR AREA = 3,982 SF (COMPLIES, R-2 MOST RESTRICTIVE) S-2 ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 40,500 SF NS TABULAR AREA (NS) PER STORY = 5,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [40,500 + (5,000 X 0.75)] = 44,250 SF LEVEL 1, S-2 TOTAL FLOOR AREA = 1,588 SF (COMPLIES, R-2 MOST RESTRICTIVE) R-2 ALLOWABLE AREA, MIXED -OCCUPANCY, MULTISTORY (SECTION 506.2.4) Aa = [At + (NS x If)] (EQUATION 5-3) SM TABULAR AREA (At) PER STORY = 21,000 SF NS TABULAR AREA (NS) PER STORY = 7,000 SF FRONTAGE AREA FACTOR INCREASE (If) = 0.75 (SEE EQUATION 5-5 BELOW) TOTAL ALLOWABLE AREA (Aa) PER STORY = [21,000 + (7,000 X 0.75)] = 26,250 SF LEVEL 1, R-2 TOTAL FLOOR AREA 11,488 SF (COMPLIES) LEVEL 2, R-2 TOTAL FLOOR AREA 16,546 SF (COMPLIES) LEVEL 3, R-2 TOTAL FLOOR AREA 16,189 SF (COMPLIES) FRONTAGE AREA FACTOR INCREASE % (SECTION 506.3) If = [F/P - 0.251 x (W / 30) (EQUATION 5-5) (APPLIED TO AGGREGATE BUILDING) BUILDING PERIMETER FRONTS PUBLIC WAY/ OPEN SPACE >/= 20' (F) = 700.5' PERIMETER OF ENTIRE BUILDING (P) = 700.5' WIDTH (WEIGHTED AVE.) PUBLIC WAY/ OPEN SPACE (W) = 30' (> 30' ALL SIDES, FRONTAGE OR OPEN SPACE) TOTAL FRONTAGE AREA FACTOR INCREASE PER STORY (If) = [700.5' / 700.5' - 0.25] x 30 / 30 = 0.75 MIXED USE (SECTION 508.1) PORTIONS OF AGGREGATE BUILDINGS MAY BE ACCESSORY AND/OR NON -SEPARATED MIXED OCCUPANCY ACCESSORY OCCUPANCY (SECTION 508.2) SEE CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD ON SHEET T1.3 ACCESSORY TO R-2 <10% BLDG B, C & D, LEVEL 1, LAUNDRY C122 COMPLIES SEPARATED OCCUANCIES FIRE RESISTANCE RATING (TABLE 508.4): N/A SINCE NON -SEPARATED OCCUPANCIES SEPARATED MIXED OCCUPANCY RATIO (SECTION 508.4.2): N/A SINCE NON -SEPARATED OCCUPANCIES R-2 INCIDENTAL USE (TABLE 509) SEE 2018 IBC - OCCUPANT LOAD TABULATION, ALLOWED INCIDENTAL NOTE INCIDENTAL TO R-2 C122 LAUNDRY <10% BLDG B, C & D LEVEL 1, WITH SPRINKLER PROTECTION *, COMPLIES * CONSTRUCTION TO RESIST PASSAGE OF SMOKE CH. 6 TYPES OF CONSTRUCTION CONSTRUCTION TYPE V-B, S (AGGREGATE) BUILDING ELEMENTS & EXTERIOR WALLS - 0 HR. BASED ON FSD N/A, TYPE V-B S, & OCCUPANCY FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) & EXTERIOR WALLS (TABLE 602): PRIMARY STRUCTURAL FRAME 0 HR (AND MEETS SECTION 704.10) EXTERIOR BEARING WALLS (TYPE V-B, B & R-2 OCCUPANCY) AND MEETS TABLE 602 FSD & SECTION 704.10 FSD < 5' 1 HR* EXEMPT (AGGREGATE) 5' </= FSD < 10' 1 HR * EXEMPT (AGGREGATE) 10' </= FSD < 30' 0 HR 30' </= FSD 0 HR INTERIOR BEARING WALLS 0 HR NONBEARING EXTERIOR WALLS / PARTITIONS (TYPE V-B, B & R-2 OCCUPANCY) AND MEET TABLE 602 FSD FSD < 5' 1 HR* EXEMPT (AGGREGATE) 5' </= FSD < 10' 1 HR * EXEMPT (AGGREGATE) 10' </= FSD < 30' 0 HR 30' </= FSD 0 HR CH. 6 TYPES OF CONSTRUCTION (CONTINUED) (CONTINUED) FIRE -RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) & EXTERIOR WALLS (TABLE 602): NONBEARING INTERIOR WALLS / PARTITIONS 0 HR FLOOR CONSTRUCTION / SECONDARY 0 HR ROOF CONSTRUCTION / SECONDARY 0 HR * FOUR BUILDINGS ON SAME LOT MAY BE PORTIONS OF ONE AGGREGATE BUILDING (SECTION 503.1.2) SECTION 705.3 EXCEPTION 1 EXEMPT FROM 'ASSUMED IMAGINARY LINE' BETWEEN FACING WALLS TO MEET EXTERIOR BEARING WALL REQUIREMENTS, SINCE MOST RESTRICTIVE OCCUPANCY IS R-2 AND AGGREGATE BUILDING COMPLIES. (EXEMPT FROM 705.5 FIRE RESISTANCE RATINGS AT EXTERIOR WALLS) (EXEMPT FROM 705.8 PROTECTED OPENINGS) (EXEMPT FROM 705.11 EXTERIOR WALLS PARAPETS) CH. 7 FIRE AND SMOKE PROTECTION EXTERIOR WALLS & PROJECTIONS (SECTION 705.2) ROOF AND EAVE OVERHANGS, EXTERIOR BALCONIES N/A PER 705.2 EXCEPTION 1 EXTERIOR EGRESS BALCONIES, EXTERIOR EXIT STAIRWAYS N/A PER 705.2 EXCEPTION 1 PROJECTIONS NOT EXTEND CLOSER TO FSD LINE PER TABLE 705.2 N/A PER 705.2 EXCEPTION 1 (EXCEPTION 1 - BUILDINGS ON SAME LOT & CONSIDERED PORTIONS OF 1 BUILDING NOT REQUIRED TO COMPLY WITH 705.2) EXTERIOR WALLS - BUILDINGS ON SAME LOT (SECTION 705.3) WALL AND OPENING PROTECTION, PROJECTIONS AND ROOF -COVERING N/A PER 705.3 EXCEPTION 1 EXCEPTION 1 -4 BUILDINGS ON SAME LOT, CONSIDERED PORTIONS OF 1 AGGREGATE BUILDING, AGGREGATE AREA PER STORY TYPE V-B OF MOST RESTRICTIVE OCCUPANCY R-2 SINGLE BUILDING ALLOWABLE AREA LIMIT IS 26,250 SF AGGREGATE AREA AT EACH STORY PROPOSED IS < 26,250 SF (COMPLIES) EXTERIOR WALLS UNEXPOSED SURFACE TEMPERATURE (SECTION 705.7) PROTECTED OPENINGS NOT REQUIRED, NOT LIMITED RISE OF TEMPERATURE ON UNEXPOSED SURFACE IS N/A OPENINGS (SECTION 705.8, TABLE 705.8) N/A PER 705.8.1, EXCEPTION 2 - 0 HR FOR EXTERIOR BEARING/ NONBEARING/ PRIMARY STRUCTURAL FRAME OPENING PROTECTION BASED ON FSD LINE BETWEEN AGGREGATE BUILDINGS (TABLE 705.8) EXEMPT PER * ABOVE (AGGREGATE) FSD 3' </= FSD < 5" 15% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 5' </= FSD < 10' 25% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 10' </= FSD < 15' 45% UNPROTECTED, SPRINKLERED 903.3.1.1 * EXEMPT (AGGREGATE) FSD 15' </= FSD < 20' 75% UNPROTECTED, SPIRNKLERED 903.3.1.1 * EXEMPT (AGGREGATE) VERTICAL SEPARATION OF OPENINGS IN ADJACENT STORIES (SECTION 705.8.5) NOT REQUIRED EXCEPTION 1 - N/A TO BUILDINGS </= 3 STORIES (COMPLIES) EXCEPTION 2 - N/A TO BUILDINGS WITH AUTOMATIC SPNBIRKLER SYSTEMS (COMPILES) CH. 7 FIRE AND SMOKE PROTECTION (CONTINUED) VERTICAL EXPOSURE OF OPENINGS (SECTION 705.8.6) NOT REQUIRED EXCEPTION 2 - N/A TO BUILDINGS ON SAME LOT AND PORTIONS OF 1 BUILDING PER 705.3 PARAPETS (SECTION 705.11) NOT REQUIRED, DEPENDENT ON EXTERIOR WALL BEING FIRE RATED PER 705.5 IN RELATION TO FSD (SECTION 705.3, EXEMPTION 1 -AGGREGATE BUILDINGS ON SAME LOT) N/A SINCE EXCEPTION 1 APPLIES - 0 HR EXTERIOR WALLS DUE TO FSD, SEE TABLE 602 NOTES ABOVE FIRE WALLS (SECTION 706) N/A FIRE BARRIERS (SECTION 707) FIRE AREAS (SECTION 707.3.10) N/A, AGGREGATE BUILDINGS, 1 FIRE AREA FIRE BARRIERS NOT REQUIRED SINCE NON -SEPARATED MIXED USE / TYPE VB CONSTRUCTION, AND SINCE SUPPORTING CONSTRUCTION NOT RATED PER 711.2.3 EXCEPTION 2 FIRE PARTITIONS (SECTION 708) 1-HR. RATED FIRE PARTITIONS (708.3), BETWEEN R-2 DWELLING UNITS; & BETWEEN B / S-2 & R-2 DWELLING UNITS; MIN. STC 50 (PER 420.2) (708.4.1 EXCEPTION - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) 0-HR. RATED AT CORRIDORS OF B >30 OCCUPANTS DUE TO SPRINKLERS (SECTIONS 1020.1, 708.1.3) 0-HR RATED AT EGRESS BALCONIES (SECTION 708.1.5) - N/A 1 HR WALL SEPARATION/ OPENING PROTECTIION FROM INTERIOR (PER EXCEPTION 1021.2 DUE TO 2 REMOTE STAIRWAYS) FIRE PARTITION / CONTINUITY (708.4) - EXTEND & SECURED FROM T.O. FOUNDTION OR FLOOR/CEILING BELOW, TO UNDERSIDE OF FLOOR OR ROOF SHEATHING ABOVE FIRE PARTITION / SUPPORTING CONSTRUCTION (SECTION 708.4.1) EXCEPTION APPLIES, SUPPORTING CONSTRUCTION RATING WAIVED SINCE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION FIREBLOCKS, DRAFTSTOPS (SECTION 708.4.2) FIREBLOCKING REQUIRED PER 718.2.1 DRAFTSTOPPING REQUIRED PER 718.3.1 AND 718.4.1 (SEE BELOW) EXCEPTION 4 R-2 </= 4 STORIES AND </= 60' HEIGHT, ATTIC SPACE TO BE SUBDIVIDED (MAX. 3,000 SF) BY DRAFTSTOPS OR ABOVE EVERY 2 DWELLING UNITS (WHICHEVER IS SMALLER) OPENINGS (SECTION 708.6) PROTECTED PER 716 PENETRATIONS (SECTION 708.7) COMPLY WITH 714 JOINTS (SECTION 708.8) COMPLY WITH 715 DUCTS, AIR TRANSFER OPENINGS (SECTION 708.9) COMPLY WITH 717 HORIZONTAL ASSEMBLIES (SECTION 711.2) 1-HR. RATED HORIZONTAL FLOOR ASSEMBLY (711.2.4.3) BETWEEN R-2 DWELLING UNITS & BETWEEN B / S-2 & R-2 DWELLING UNITS; MIN. IIC & STC 50 (711.2.3 EXCEPTION 2 - SUPPORTING CONSTRUCTION RATING WAIVED WHERE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION) HORIZ. ASSEMBLY SUPPORTING CONSTRUCTION (711.2.3) EXCEPTIONS APPLY, SUPPORTING CONSTRUCTION RATING WAIVED SINCE SEPARATING DWELLING UNITS DUE TO TYPE VB CONSTRUCTION EXCEPTION 1 - NOT REQUIRED IF TYPE VB & SEPARATING INCIDENTAL (1-HR. RATING), COMPLIES EXCEPTION 2 - NOT REQUIRED IF TYPE VB & SEPARATING DWELLING UNITS PER 420.3, COMPLIES VERTICAL OPENINGS PER SECTION 712 SHAFT ENCLOSURES PER SECTION 713 PENETRATIONS PER SECTION 714 FIRE-RESISTANT JOINT SYSTEMS PER SECTION 715 OPENING PROTECTIVES PER SECTION 716, N/A DUCTS / AIR TRANSFER OPENINGS PER SECTION 717 CH. 7 FIRE AND SMOKE PROTECTION (CONTINUED) CONCEALED SPACES (SECTION 718) FIBEBLOCKING (718.2) INSTALL TO CUT OFF CONCEALED DRAFT OPENINGS (VERTICAL / HORIZONTAL) TO FORM AN EFFECTIVE BARRIER BETWEEN FLOORS BETWEEN TOP STORY AND A ROOF OR ATTIC AND LOCATIONS PER 718.2.2 - 718.2.7 (CONCEALED WALL SPACES, CONNECTIONS, STAIRWAYS, CEILING / FLOOR OPENINGS, EXTERIOR WALL COVERINGS, CONCEALED SLEEPER SPACES. FLOOR DRAFTSTOPPING (718.3) INSTALL TO SUBDIVIDE FLOOR / CEILING ASSEMBLIES WHERE REQUIRED BY 708.4.2 IN OTHER THAN GROUP R, INSTALL TO SUBDIVIDE COMBUSTIBLE FLOOR / CEILING ASSEMBLIES (HORIZONTAL FLOOR AREA 1,000 SF MAX.). * * EXCEPTION - N/A IF BUILDINGS EQUIPPED THROGHOUT WITH AUTOMATIC SPRINKERS PER SECTION 903.3.1.1, COMPLIES. ATTIC DRAFTSTOPPING (718.4) INSTALL TO SUBDIVIDE ATTIC SPACES PER SECTION 708.4.2. OTHER THAN GROUP R, INSTALL TO SUBDIVIDE COMBUSTIBLE ATTIC / CONCEALED ROOF SPACES WHERE HORIZONTAL AREA MAX. 3,000 SF. VENTILATION OF ROOF SPACES PER SECTION 1202.2.1. * EXCEPTION - N/A IF BUILDINGS EQUIPPED THROGHOUT WITH AUTOMATIC SPRINKERS PER SECTION 903.3.1.1, CONTRACTOR TO PROVIDE DRAFT STOPS IN ATTICS PER ROOF PLANS. CH. 9 FIRE PROTECTION, 2018 IFC FIRE FLOW PER 2018 IFC APPENDIX B (ECDC 19.25.00 SPECIFICALLY ADOPTS 2018 IFC APPENDIX B, AND WAC 51-54A-003 INTERNATIONAL FIRE CODE ALLOWS PROVISIONS IN THE APPENDICES TO APPLY IF SPECIFICALLY ADOPTED) TYPE V-B, S FIRE -FLOW CALCULATION AREA, IFC TABLE B105.1(2): 49,793 SF (TOTAL GROSS BUILDING AREA AND USABLE EXTERIOR AREAS WITH PROJECTION/ ROOF ABOVE) TABLE B105.1(2) 6,000 GPM (MEASURED AT 20 PSI RESIDUAL PRESSURE) FIRE FLOW, 4 HR DURATION. TABLE B105.2 WITH IFC SECTION 903.3.1.1 (NFPA 13) AUTOMATIC SPRINKLER SYSTEM, MIN. FIRE FLOW 25% OF THE VALUE IN TABLE B105.1(2) 25% OF 6,000 GPM = 1,500 GPM FIRE FLOW, 4 HR DURATION AT 20 PSI RESIDUAL PRESSURE * ECDC 19.25.060 PRIVATE HYDRANTS - 3 ONSITE PRIVATE HYDRANTS VIA LOOPED MAIN, PROVIDED ON 3 SIDES OF COMPLEX OF BUILDINGS, REMAINING SIDE FACES PUBLIC R/W WITH OTHER HYDRANTS NEARBY SPRINKLER RISER ROOMS (SECTION 902) CLEARANCES AROUND SPRINKLER SYSTEM EQUIPMENT, ACCESS DOORS AND SIGANGE, HEATING AND LIGHTING PROVIDED, COMPLIES FIRE SPRINKLER SYSTEMS (903) PROVIDE NFPA 13 MONITORED AUTOMATIC FIRE SPINKLER SYSTEM: PROVIDE THROUGHOUT ENTIRE AGGREGATE BUILDING, INSTALLED PER SECTION 903.3.1.1 (NFPA 13) THROUGHOUT GROUP R FIRE AREA PER SECTION 903.3 (SECTION 903.2.8) QUICK RESPONSE / RESIDENTIAL SPRINKLERS REQUIRED IN DWELLING UNITS (SECTION 903.3.2.3, 903.3.2.4) PROVIDE AT PROJECTIONS PER SOUTH COUNTY FIRE STANDARDS ON SHEET T1.6. PROVIDE DURING CONSTRUCTION PER IFC CH. 33 (SECTION 903.2.12) & SOUTH COUNTY FIRE STANDARDS ON SHEET T1.6 NFPA 13 a (SECTION 903 2) NOT APPLICABLE (DUE TO EACH AGGREGATE STORY > 7,000 SF PER TABLE 506.2) STANDPIPE SYSTEMS NFPA 14 N/A DUE TO R-2, 3 STORIES, LEVEL 3 FF < 30' (SECTION 905.3) FIRE EXTINGUISHERS NFPA 10 REQUIRED AT B & R-2 (SECTION 906), SEE FLOOR PLANS PORTABLE FIRE EXTINGUISHER, 5 LB., UL RATED 2-A:10-B:C UNITS, MOUNTED 48" AFF, MAX. 75' TRAVEL DISTANCE FIRE ALARM DETECTION SYSTEMS NFPA 72 ADDRESSABLE & MONITORED FIRE ALARM SYSTEM (SECTION 907), PER ELECTRICAL PLANS SMOKE ALARM SYSTEMS NFPA 72, PER ELECTRICAL PLANS FIRE PUMPS NFPA 20, SECTION 902, N/A (2 HR FIRE BARRIER WALLS - N/A, 2 HR HORIZONTAL ASSEMBLY - N/A) FIRE DEPARTMENT CONNECTION (FDC) PER SECTION 912 & SOUTH COUNTY FIRE STANDARDS, PER CIVIL PLANS CARBON MONOXIDE (CO) DETECTION & ALARMS NFPA 72, PER ELECTRICAL PLANS AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Bos 1270 10031 SR 533, Suite B Stanwood, WA 98292 www-.des ignsnw.c- a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 Co 00 O Ujrn am Cn O Fm u Z z0 W LLI C� J z LU U) Fm LU LU Cl) LL V2 a H OJaM N LO W a N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description IBC CODE NOTES SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 2A ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CH. 10 EGRESS REFER TO 2018 IBC - CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CHART ON SHEET T1.3 REFER TO EGRES PLANS ON SHEET T1.4 & T1.5 OCCUPANT LOAD FROM SEPARAT STORIES NOT ADDITIVE (SECTION 1004.2.3) COMPLIES, SEE EGRESS PLANS SHEETS T1.4 & T1.5 TOTAL OCCUPANT LOAD PER TABLE 1004.5 (ROUNDED UP, INCLUDES USABLE EXTERIOR AREA W/ PROJECTION/ ROOF ABOVE) B OCCUPANTS 102 (ADJUSTED) S-2 OCCUPANTS 17 (ADJUSTED) R-2 OCCUPANTS 246 (INCLUDES ALL LEVELS, ADJUSTED) TOTAL OCCUPANTS 365 (INCLUDES ALL LEVELS, ADJUSTED) - - - - NOTE: EGRESS OCCUPANT LOAD OF 276 USED AT LEVEL OF EXIT DISCHARGE (LEVEL 1 + LEVEL 2), SEE SHEETS T1.4-T1.5 STAIRWAY WIDTH (SECTION 1005.3.1) COMPLIES, MAX. 28 OCCUR / STORY (AT BLDG. D LEVEL 2) X 0.3" = 8.4", 36" MIN. PROVIDED COURT WIDTH / EXIT DISCHARGE (SECTION 1005.3.2) COMPLIES, 276 OCCUPANTS OF AGGREGATE X 0.2" = 55.2" MIN. (TWO 44" WIDE SEPARATED WALKS / EGRESS PATHS PROVIDED AT MAIN COURT) SPACES WITH ONE EXIT (TABLE 1006.2.1) COMPLIES, A101 COMMUNITY & Al 11 MULTIPURPOSE <50 OCCUPANTS EACH, B OCCUPANCYSMALL ASSEMBLY (COURTESY EXTERIOR EXIT DOORS AT LEVEL OF EXIT DISCHARGE PROVIDED FOR EACH SMALL ASSEMBLY ROOM) R-2 UNITS COMPLY, < 20 OCCUPANTS EACH, MAX. COMMON PATH <125' W/ SPRINKLERS MIN. EXITS OR EXIT ACCESS PER STORY (TALBE 1006.3.2) COMPLIES, 2 EXIT ACCESS PROVIDED EA. STORY & < 500 OCCUPANTS STORIES WITH ONE EXIT/ EXIT ACCESS FOR R-2 (TABLE 1006.3.3(1)) COMPLIES, 2 REMOTE EXTERIOR EXIT STAIRWAYS PROVIDED AT EACH LEVEL OF EACH EGRESS BALCONY STORIES W/ ONE EXIT / EXIT ACCESS WHEN NOT R-2 (TABLE 1006.3.3(2)) B / S-2 COMPLIES, > 2 EXITS PROVIDED TWO EXITS (SECTION 1007.1.1) COMPLIES, EXCEPTION 2 -1/3 OF DIAGONAL AGGREGATE BUILDING, REMOTE EGRESS PROVIDED, SEE EGRESS PLANS ON SHEETS T1.4-T1.5 REMOTENESS (SECTION 1007.1.3) EXTERIOR EXIT STAIRWAYS COMPLY, BUILDING A LEVEL 1 EXITS COMPLY, SEE EGRESS PLANS ON SHEETS T1.4-T1.5 ILLUMINATION (SECTION 1008) COMPLIES, SEE ELECTRCIAL PLANS ACCESSIBLE EGRESS (SECTION 1009) 44" ACCESSIBLE EGRESS PROVIDED AT LEVEL 1 EXTERIOR EXIT STAIRWAYS NOT ACCESSIBLE (SECTION 1009.3 N/A) DIRECTIONAL SIGNAGE (SECTION 1009.10) N/A, LEVEL 1 EXITS ARE ACCESSIBLE DOORS (SETION 1010.1.1) COMPLIES, MIN. CLEAR OPENING WIDTH 32", MIN. HEIGHT 80", HARDWARE PER 1010 & ANSI A117.1 STAIRWAYS (SECTION 1011) COMPLIES, MIN. STAIRWAY WIDTHS BETWEEN HANDRAILS IS 36" CLEAR EXCEPTION 1 - STAIRWAY 36" MIN. IF < 50 OCCUPANT LOAD (COMPLIES SINCE BLDG. D PORTION LEVEL 2 IS 28 OCCUPANTS, PER 1004.2.3 OCCUPANT LOAD FROM SEPARAT STORIES NOT ADDITIVE) RISE MIN. 4", RISE MAX. 7", MIN. TREAD 11" (DIMENSIONLLY UNIFORM) COMPLIES, MAX. VERTICAL RISE BETWEEN LANDINGS 12' LANDINGS MIN. 36" CLEAR WIDTH, LENGTH MIN. WIDTH OF STAIR, COMPLIES HEADROOM MIN. 80" CLEAR, COMPLIES OPENING LIMITS - NOT PERMIT PASSAGE OF 4" DIAMTER SPHERE, COMPLIES EXIT SIGNS (SECTION 1013) COMPLIES, SEE RCPS AND ELECTRICAL PLANS HANDRAILS (SECTION 1014) COMPLIES, STRUCTURAL LOADS PER 1607.8 (SEE GUARDS) GUARDS (SECTION 1015) COMPLIES, REQUIRED WHERE ADJACENT SURFACE > 30" VERTICAL RISE WITHIN 36" HORIZONTALLY TO EDGE OF OPEN SIDE MIN. HEIGHT PER 1015.3 42" FROM ADJACENT WALKING SURFACE/ STAIRWAY LEADING EDGE LINE, COMPLIES OPENING LIMITATIONS PER 1015.4 COMPLIES, NOT ALLOW PASSAGE OF 4" DIAMTER SPHERE FROM WALKING SURFACE TO GUARD HEIGHT WINDOW OPENINGS PER 1015.8 COMPLIES, OPERABLE PORTION OF WINDOWS AT LEAST 36" AFF AT LEVEL 2 & LEVEL 3 STRENGTH PER SECTION 1607.8 50 POUNDS PER LINEAR FOOT, 200 POUNDS CONCENTRATED LOAD, 50 POUNDS CONCENTRATED LOAD OF INTERMEDIATE RAILS CH. 10 EGRESS (CONTINUED) EXIT ACCESS TRAVEL DISTANCE (SECTION 1017) B WITH SPRINKLERS 300', COMPLIES S-2 WITH SPRINKLERS 400', COMPLIES R-2 WITH SPINRKLERS 250' + EGRESS BALCONY 100' INCREASE, COMPLIES CORRIDORS (SECTION 1020, TABLE 1020.1) CORRIDOR SERVING > 30 IN B / S OCCUR 0 HR FIRE PARTITION PER 708 (WITH SPRINKELR SYSTEM) MINIMUM WIDTH / CAPACITY (1005.3.2, TABLE 1020.2) 44" MIN. WIDTH PROVIDED, 39 OCCUPANTS X 0.2 INCHES (PER 1005.3.2) _ 7.8 INCHES, COMPLIES, (OCCUP. LOAD < 50 ALLOWED 36") EXTERIOR EGRESS BALCONIES (SECTION 1021) MINIMUM WIDTH / CAPACITY (PER CORRIDOR TABLE 1020.2) HEADROOM DEAD ENDS (PER CORRIDOR 1020.4) PROJECTIONS / ENCROACHMENT (PER CORRIDOR 1020.3) WALL SEPARATION FROM INTERIOR (SECTION 1021.2) OPENING PROTECTION FROM INTERIOR (SECTION 1021.2) OPENNESS (SECTION 1021.3) LOCATION (SECTION 1021.4) 44" CLEAR WIDTH PROVIDED, 28 OCCUPANTS (LARGEST OCCUR LOAD AT BLDG. D LEVEL 2) X 0.2 INCHES (PER 1005.3.2) = 5.6 INCHES, COMPLIES 7' MIN. CLEAR PROVIDED MAX. 50' PER EXCEPTION 2 (R-2 WITH FIRE SPRINKERS PER 903.3.1.1 NFPA 13), COMPLIES (24'-3" NEAR UNIT A305) 44" MIN. WIDTH MAINTAINED, NO DOORS ENCORACH, HANDRAILS / STRUCTURE COMPLIES WITH 1005.7 N/A, COMPLIES PER EXCEPTION 1 N/A, COMPLIES PER EXCEPTION 1 COMPLIES COMPLIES - MIN. 10' FROM OTHER BUILDINGS ON SAME LOT (AGGREGATE BUILDING) EXTERIOR EXIT STAIRWAYS (SECTION 1027) OPEN SIDE, COMPLIES PROETCTION COMPLIES PER 1027.6 EXCEPTION 2 EGRESS COURTS (SECTION 1028.4) CAPACITY PER 1005.1 (0.2 X 276 OCCUPANTS = 55.2 INCHES), COMPLIES MAIN COURT BETWEEN 4 BUILDINGS: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS EAST COURT BETWEEN BLDG. A & C: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS WEST COURT BETWEEN BLDG. B & D: COMPLIES, 44" MIN. WIDTH EGRESS PATH, 7' MIN. HEIGHT, EXCEEDS 10' WIDTH OVERALL BETWEEN BUILDINGS EMERGENCY ESCAPE & RESCUE (SECTION 1030) COMPLIES, REQUIRED AT R-2 SLEEPING ROOMS WITH 1 EXIT (ALL UNIT BEDROOMS) MIN. NET CLEAR OPENING SIZE 5.7 SF (GRADE -FLOOR 5 SF PER EXCEPTION), COMPLIES MIN. NET CLEAR OPENING HEIGHT 24", COMPLIES MIN. NET CLEAR OPENING WIDTH 20". COMPLIES BOTTOM MAX. HEIGHT FROM FLOOR 44". COMPLIES OPENING LIMITATION / CONSTRAINTS RELEASABLE / REMOVABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR FORCE, COMPLIES ACCESSIBLE OPERATION REQUIRED AT ALL BEDROOM WINDOWS LEVEL 1, COMPLIES CHAPTER 11 ACCESSISBILITY. ICC / ANSI A117.7. SECTION 504 (HUD) USAF ACCESSIBLE DOORS ALSO SEE BELOW OPENING FORCE (1101.2.2) INTERIOR HINGED 5 LBS MAX., EXTERIOR HINGED 10 LBS. MAX. (EXCEPT TO RETRACT LATCH BOLTS / DEVICES THAT HOLD DOOR IN CLOSED POSTION) MANEUVERING CLERANCES PER 34/ T1.8 ACCESIBLE ROUTES (SECTION 1104) CONNECT ACCESSIBLE PORTIONS OF BUILDING - COMPLIES AT LEVEL 1 ACCESSIBLE ROUTE (SECTION 1101.2.1) 44" MIN. CLEAR WIDTH EXTERIOR ACCESSIBLE ROUTE ACCESSIBLE ENTRANCES (SECTION 1105) PROVIDE AT BLDG A LEVEL 1 AND DWELLING UNITS AT LEVEL 1 PARKING (SECTION 1106) 2 SPACES PER 50, MIN. 1 DUE TO ACCESSIBLE / TYPE A OR TYPE B UNITS, INCLUDING 1 VAN SPACE, COMPLIES AS SHOWN ON CIVIL AND A1.10 ACCESSIBLE PARKING (SECTION 1101.2.7) 96" MIN. WIDTH (COMPLIES) PARKING ACCESS AISLE (SECITON 1101.2.8) 60" MIN. WIDTH, VAN 96" MIN. WIDTH (COMPLIES) DWELLING UNITS ACCESSIBLE ROUTE (SECTION 1107.4) EXCEPTION 3 R-2 ACCESSIBLE ROUTE BETWEEN STORIES NOT REQUIRED IF TYPE A ON ACCESSIBLE ROUTE EXCEPTION 7 ACCESSI BILE ROUTE BETWEEN STORIES NOT REUUIRED IF TYPE B EXEMPTED PER 1107.7 (COMPLIES) ACCESSIBLE UNITS (SECTION 1107.6.2.2.1) R-2, MINIMUM 5% TO BE TYPE A UNITS, COMPLIES - 3 PROVIDED (PER CH. 10 ICC Al 17.1) (1) ONE -BEDROOM ACCESSIBLE TYPE A UNIT D101 (1) TWO -BEDROOM ACCESSIBLE TYPE A UNIT B102 (1) THREE -BEDROOM ACCESSIBLE TYPE A UNIT B101 (11) LEVE L 1 GROUND FLOOR REMAINING UNITS ARE TYPE B SENSORY ACCESSIBLE UNITS PER SECTION 504 (HUD): UNITS B101, B102, B103 UNITS D101, D102 ELEVATOR (1107.7.1) N/A - ACCESSIBLE / TYPE A & TYPE B UNITS AT LEVEL 1, DOORS ALONG ACCESSIBLE ROUTE, BUILDING AND SITE AMENTITIES PROVIDED AT -GRADE LEVEL ALONG ACCESSIBLE ROUTE AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 533, Suite B Stanwood, WA 98292 ww w-. d e s i g n s n w. c om r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CONTROLS, HARDWARE (1109.13) LEVEL 1 & AT EXTERIOR - PROVIDE ACCESSIBLE CONTROLS, OPERATING MECHANISMS, SWITCHES ANDHARDWARE R RED OPERABLE PARTS / HARDWARE (ICC Al 17.1 SECTION 309, 404.2.6, 506.1, 1002.9) ALL OF LEVEL 1 (INCLUDING DWELLING UNITS), EXTERIOR AREAS, PEDESTRIAN GATES PROVIDE CLEAR FLOOR SPACE / MANEUVERING CLEARANCES PER SECTION 305 & PER PLANS CONTROLS, PANELBOARDS, SWITCHES, OUTLETS, APPLIANCE CONTROLS, OPERABLE GATE HARDWARE, OPERABLE WINDOW HARDWARE, FIXTURE CONTROLS: �� N HEIGHT: PROVIDE WITHIN ONE OR MORE ACCESSIBLE REACH RANGES SHOWN ON 54/T1.9 (PER SECTION 308) OPERATION: OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCING OR TWISTING OF WRIST. CA QF r MIAWN FORCE TO ACTIVATE: 5.0 LBS MAX. OPERABLE DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, OPERABLE PARTS: SHAPE: EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPHING, PINCHING OR WISTING OF THE WRIST TO OPERATE (EXCEPT SECURITY LOCKS) HEIGHT: MIN. 34" AND MAX. 48" ABOVE FLOOR / WALKING SURFACE CLOSERS (WHERE PROVIDED): CLOSING SPEED PER ICC Al 17.1 SECTION 404.2.7 � OPENING FORCE: SEE ABOVE ap ACCESSIBLE ENTRANCE /ACCESSIBLE STORY (SECTION 1107.7.1.1) MIN. 1 STORY WITH TYPE B DWELLING UNITS REQUIRED Uj COMPLIES - ALL (11) UNITS AT GROUND FLOOR TO BE ADA / TYPE B UNITS (PER CH. 10 ICC Al 17.1), EXCEPT THOSE DESIGNATED AS ADA / TYPE A UNITS O �u ACCESSIBLE TOILET FACILITIES (SECTION 1109.2) B OCCUPANCY TOILET ROOMS TO BE ACCESSIBLE (COMPLY W/ ICC / ANSI Al 17.1) R-2 OCCUPANCY TOILET ROOMS AT LEVEL 1 ACCESSIBLE TYPE A OR TYPE B 0 z ACCESSIBLE RECREATIONAL FACILITEIS (SECION 1110) R-2 WITH TYPE A / TYPE B UNITS Q 25% OF EACH TYPE RECREATIONAL FACILITY ACCESSIBLE PLAY AREAS / SPORTS COURT TO COMPLY Uj LLl ACCESSIBLE PLAY COMPONENTS ON ACCESSIBLE ROUTE 2 ACCESSIBLE SIGNAGE (SECITON 1111) PROVIDE AT ACCESSIBLE PARKING, ACCESSIBLE EV CHARGING DEVICE, ENTRANCES, (U) TOILET ROOMS, ROOMS z LULU H LU Cl) LL c, a CH.14 EXTERIOR WALLS ~ O Ja co N COMBUSTIBLE MATERIALS ON EXTERIOR SIDE OF EXTERIOR WALLS (SECTION 1405) N/A SINCE TYPE VB, FS, FIBER CEMENT LO a N 00 CH. 24 GLASS AND GLAZING SEE GENERAL WINDOW NOTES ON SHEET A7.2 VERTICAL GLASS MEET REQUIREMENTS OF SECTION 2404.1 CONSTRUCTION SAFETY GLAZING MEET REQUIREMETNS OF SECTION 2406 DOCUMENTS HAZORDOUS LOCATIONS PROVIDE TEMPERED SAFETY GLAZING PER REQUIREMENTS OF SECTION 2406.4: IF GLAZING IN DOORS IF GLAZING ADJACENT TO DOORS WITHIN 24" ARC (OPEN OR CLOSED POSITION) & < 60" AFF ISSUE DATE: DECEMBER 2022 IF GLAZING IN WINDOW WITH PANE > 9 SF, BOTTOM EDGE < 18" AFF, TOP EDGE > 36" AFF, AND WALKING SURFACE HORIZTONALLY WITHIN 36" OF PLANE OF THE GLAZING IF GLAZING BOTTOM EDGE < 60" AFF IN WALL NEAR BATHTUBS / SHOWERS REVISION SCHEDULE IF GLAZING < 60" ABOVE WALKING SURFACE OF STAIRWAYS, LANDINGS, RAMPS (EXCEPT IF SIDE OF STAIRWAY/ LANDING/ RAMP HAS GUARD AND GLASS PLANE > 18" FROM RAILING) # Date Description IF GLAZING < 60" ABOVE LANDING AT BOTTOM OF STAIRWAY/ FLIGHT AND WITHIN 60" HORIZONTAL ARC < 180 DEGREE FROM BOTTOM TREAD NOSING (EXCEPT WHERE GLAZING PLANE IS > 18" FROM GUARD) CH. 26 PLASTICS PLASTIC COMPOSITES (SECTION 2612) PERMITTED AT TYPE VB CONSTRUCTION INSTALL PER CCRR-0301 - TREX ENHANCE EXTERIOR WALKING SURFACE ACCEPTABLE WHERE FIRE -RESISTANCE RATED FLOOR CONSTRUCTION NOT REQUIRED FOR DECK OR BALCONY CH. 29 PLUMBING FIXTURES REFER TO 2018 IBC - CH. 29 PLUMBING FIXTURE CALCULATION CHART ON SHEET T1.3 2 GENDER NEUTRAL SINGLE -OCCUPANT ACCESSIBLE TOILET ROOMS PROVIDED (SECTION 2902.2, EXCEPTION 5), PER 2902.2.2 1 URINAL PROVIDED (SECTION 2902.1.1.3) FACILITY SERVING > 26 PERSONS IBC CODE NOTES SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 2B ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS OCCUPANCY LOAD CALCULATIONS 2018 IBC CH. 3 & CH. 10 - OCCUPANCY. EGRESS TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE, NON -SEPARATED OCCUPANCIES, FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. LEVEL 1 MIXED USE WITH ACCESSORY AND NON -SEPARATED OCCCPANCY APPROACH R-2 PRIMARY OCCUPANCY AS NON -SEPARATED PER 508.3 (PROVIDE WITH FIRE PARTITION SEPARATION & HORIZ. SEPARATION PER 420) LAUNDRY C123 - INCIDENTAL TO R-2 OCCUPANCY PER TABLE 509 AA (> 100 SF, < 10% TOTAL OF R-2 ON LEVEL 1, COMPLIES) B OCCUPANCY AS NON -SEPARATED USE A COMMUNITY A101 - B OCCUPANCY SMALL ASSEMBLY (PER 303.1.2) AS NON -SEPARATED USE MULTIPURPOSE Al 11 - B OCCUPANCY SMALL ASSEMBLY (PER 303.1.2) AS NON -SEPARATED USE S-2 OCCUPANCY AS NON -SEPARATED USE * LEVELS 2 & 3 MIXED USE WITH NON -SEPARATED OCCUPANCY APPROACH: R-2 PRIMARY OCCUPANCY AS NON -SEPARATED PER 508.3 (PROVIDE WITH FIRE PARTITION SEPARATION & HORIZ. SEPARATION PER 420) ^ BUILDING PORITON A, B OCCUPANCY INCLUDES: CORRIDOR, COMMUNITY A101, MULTIPURPOSE Al 11, OFFICES, SECURE FILE, COPY / WORK. CONSULTATION. TOILETS, STORAGE Al 10, STORAGE Al 14, STORAGE A123. (SECTION 311.1.1 STORAGE ACCESSORY CONSIDERED SAME AS PRIMARY USE B OCCUPANCY, NO LIMIT TO PORTION OF FLOOR AREA) ^" BUILDING PORITON C, LAUNDRY C122 INCLUDED AS INCIDENTAL TO R-2 BUILDING PORTIONS A, B. C & D, S-2 OCCUPANCY INCLUDES: COMMUNITY PANTRY A120, PACKAGES A121. MECH / HPWH / ELEC, ELEC. FIRE RISER. MAINTENANCE C123, EXTERIOR BIKE ALCOVES. `* A101 COMMUNITY & Al 11 MULTIPURPOSE.B OCCUPANCY (SMALL ASSEMBLY). ^"" SEE EGRESS PLANS FOR R-2 UNIT SIZES & OCCUPANT LOAD / EGRESS (200 GROSS / OCCUPANT LOAD FACTOR USED) - SEE SHEET T1.0 FOR TOTAL (ALL LEVELS / AGGREGATE BUILDING) ADJUSTED / ROUNDED -UP OCCUPANT LOAD. 2018 IBC CH. 3 & CH. 10 - OCCUPANCY, EGRESS (CONTINUED) CH. 3 OCCUPANCY & CH. 10 OCCUPANT LOAD CH. 3 GROSS FLOOR NET FLOOR AREA OCCUPANT LOAD OCCUPANT LOAD NAME/USE OCCUPANCY GROUP AREA (SF) (SF) FACTOR TABLE 1004.5 OCCUPANT LOAD (ROUND UP) - LEVEL 1 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS B101-13104 AAA R-2 (GROSS) 2.600 200 13.0 13 UNITS C101-C104 ^^" R-2 (GROSS) 3,126 200 15.6 16 UNITS D101-D106 ^A^ R-2 (GROSS) 4.278 200 21.4 22 LAUNDRY C122, INCIDENTAL TO R-2 ^^ R-2 (GROSS) 130 200 0.7 1 BLDG, B-D PORTIONS: EXTERIOR USABLE R-2 (GROSS) 1.354 200 6.8 7 AREA UNDER PROJECTION ABOVE BUILDING A PORTION. B OCCUP. ^ B (GROSS) 2,276 150 15.2 --- 16 COMMUNITY A101. B OCCUPANCY SMALL B SMALL 513 15 34.2 35 ASSEMBLY " **' ASSEMBLY (NET) MULTIPURPOSE Al 11, B OCCUPANCY B SMALL 698 15 46.5 47 SMALL ASSEMBLY ^ ** ASSEMBLY (NET) BLDG. A PORTION: EXTERIOR USABLE B (GROSS) 495 150 3.3 4 AREA UNDER PROJECTION ABOVE ------------------------------ COMMUNITY PANTRY A120 * S-2 - (GROSS) -------- 136 ------------------ 300 -------- 0.5 --------- 1 PACKAGES A121 * S-2 (GROSS) 81 300 0.3 1 BLDG. A S-2 PORTIONS: MECH/ HPWH 1 S-2 (GROSS) 249 300 0.8 1 ELEC / FIRE * BLDG. B PORTIONS: MECH/ HPWH / ELEC / S-2 (GROSS) 198 300 0.7 1 FIRE * BLDG. C PORTIONS: MECH/ HPWH / ELEC / S-2 (GROSS) 215 300 0.7 1 FIRE * MAINTENANCE C123 * S-2 (GROSS) 174 300 0.6 1 BLDG, D PORTIONS: MECH/ HPWH / ELEC / S-2 (GROSS) 222 300 0.7 1 FIRE * BLDG. B & D PORTIONS: BIKE STORAGE S-2 (GROSS) 313 300 1.0 1 LEVEL 1 AGGREGATE TOTAL AREA: 17,058 SF OCCUR LOAD LEVEL 1 - : 169 (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) LEVEL 1 R-2 OCCUPANCY: 11,488 SF LEVEL 1 B OCCUPANCY: 3.982 SF LEVEL 1 S-2 OCCUPANCY: 1.588 SF ALLOWABLE ACCESSORY TO R-2 AT LEVEL 1: 1,149 SF ACTUAL ACCESSORY TO R-2 AT LEVEL 1: 130 SF (COMPLIES W/ TABLE 506.2) LEVEL 2 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS A201-A205 ^^^ R-2 (GROSS) 3.965 200 19.8 20 UNITS B201-B204 AAA R-2 (GROSS) 2,810 200 14.1 15 UNITS C201-C204 AAA R-2 (GROSS) 3.078 200 15.4 16 UNITS D201-D206 AAA R-2 (GROSS) 4.511 200 22.6 23 BLDG. A-D PORTIONS: EXTERIOR USABLE R 2 (GROSS) 2.182 200 10.9 11 AREA UNDER PROJECTION ABOVE LEVEL 2 AGGREGATE AREA TOTAL: 16,546 SF OCCUR LOAD LEVEL 1 - : 85 (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) LEVEL 2 AGGREGATE (BUILDING A, B, C & D PORTIONS) UNITS A301-A305 ^^" R-2 (GROSS) 3.962 200 19.8 20 UNITS B301-B304 AAA R-2 (GROSS) 2.808 200 14.0 14 UNITS C301-C304 A"^ R-2 (GROSS) 3,078 200 15.4 16 UNITS D301-D306 AAA R-2 (GROSS) 4.511 200 22.6 23 BLDG, A-D PORTIONS: EXTERIOR USABLE R 2 (GROSS) 1.830 200 9.2 8 AREA UNDER PROJECTION ABOVE LEVEL 3 AGGREGATE AREA TOTAL: 16,189 SF (COMPLIES W/ TABLE 506.2 PRIOR TO INCREASES) ALL LEVELS, AGGREGATE AREA TOTAL: 49,793 SF OCCUR LOAD LEVEL 1 - : 81 ALL LEVELS / AGGREGATE OCCUR 335 LOAD TOTAL - PLUMBING CALCULATIONS 2018 IBC - CH. 29 PLUMBING FIXTURE CALCULATION (TABLE 2902) TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE, NON -SEPARATED OCCUPANCIES, FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. NOTES: 1 EACH R-2 DWELLING UNIT PROVIDED WITH 1 WATER CLOSET, 1 LAVATORY, 1 BATHTUB 1 SHOWER MINIMUM. 2 NUMBER OF FIXTURES RATIOS / OCCUPANT LOAD DENSITIES ARE BASED ON ACTUAL USE OF THE SPACE. 3 BLDG. A LEVEL 1 EXTERIOR GROSS/FIRE AREA BELOW BALCONY / STAIR ABOVE IS EXCLUDED FROM B OCCUPANCY PLUMBING FIXTURE OCCUPANT LOAD. 4 OCCUPANT LOAD DENSITIES ARE DIVIDED BY 2 BETWEEN MALE / FEMALE. 5 FRACTIONS ARE ADDED, PRIOR TO FINAL TOTAL THAT'ROUNDS-UP' TO NEXT WHOLE NUMBER. A BUILDING PORITON A, B OCCUPANCY INCLUDES: CORRIDOR, COMMUNITY A101, MULTIPURPOSE A111, OFFICES. SECURE FILE, COPY / WORK, CONSULTATION. TOILETS, STORAGE Al 10. STORAGE Al 14, STORAGE A123. ^^ LAUNDRY C122 (INCIDENTAL USE TO R-2), USE FIXTURE RATIO FOR S-2 (MOST SIMILAR USE), RESIDENT USE ONLY - (RESIDENTS HAVE ACCESS TO FIXTURES IN THEIR DWELLING UNITS). USE FIXTURE RATIO FOR S-2 AT COMMUNITY PANTRY A120. PACKAGES A121, MECH / HPWH / ELEC, ELEC, FIRE RISER. MAINTENANCE C123, BIKE ALCOVES AT EXTERIOR (MOST SIMILAR USE). *` USE FIXTURE RATIO FOR A-3 (SMALL ASSEMBLY B OCCUPANCY) AT A101 COMMUNITY & Al 11 MULTIPURPOSE. BUILDING A PORTION - LEVEL 1 SPACE,' OCCUPANT LOAD FIXTURES - WATER CLOSETS FIXTURES - LAVATORIES OCCUR MAX. LOAD OCCUR FIXTURE FIXTURE ROOM NAME USE AREA DENSITY LOAD RATIO MALE RATIO FEMALE RATIO MALE FEMALE A101 COMMUNITY A-3, B SMALL ASSEMBLY'* 513 15 34.2 1 PER 125 0.1 1 PER 65 0.3 1 PER 200 0.1 0.1 A111 MULTIPURPOSE A-3, B SMALL ASSEMBLY '* 698 1 15 46.5 1 PER 125 1 0.2 1 PER 65 0.4 1 PER 200 0.1 0.1 A100 - B GROSS FLOOR AREA B A (EXCLUDES Al01 & Al 11 2,276 150 15.2 1 PER 25 0.3 1 PER 25 0.3 1 PER 40 0.2 0.2 A125 PER-. EXCLUDES MECH/ ELEC/ FIRE PER ) A120 COMMUNITY PANTRY S-2 * 136 300 0.5 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A121 PACKAGES S-2 * 81 300 0.3 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A122 MECH / HPWH / ELEC S-2 * 122 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A124 ELEC S-2 * 59 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 A125 FIRE RISER S-2 * 68 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 &0 BUILDING A - LEVEL 1 REQUIRED SUBTOTAL BUILDING B PORTION - LEVEL 1 (TOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 11 1 0.6 0.9 1 1 0.4 I 0.4 1 B120 FIRE RISER S-2 * 66 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 B121 MECH / HPWH / ELEC S-2 * 105 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 B122 ELEC S-2 * 27 300 0.1 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL 0.0 0.0 0.0 0.0 BUILDING C PORTION - LEVEL 1 (TOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 11 C120 MECH / HPWH / ELEC S-2 * 128 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C121 ELEC S-2 * 27 300 0.1 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C122 LAUNDRY S-2 ^^ 130 300 0.4 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 &0 C123 MAINTENANCE S-2 * 174 300 0.6 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 C124 FIRE RISER S-2 * 60 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL BUILDING D PORTION - LEVEL 1 (TOILET ROOMS PROVIDED AT BUILDING A PORTION - LEVEL 11 1 U.0 1 U.0 1 1 U.0 U.0 D120 MECH/HPWH / ELEC S-2 * 98 300 0.3 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 D121 FIRE RISER S-2 " 68 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 D122 ELEC S-2 * 56 300 0.2 1 PER 100 0.0 1 PER 100 0.0 1 PER 100 0.0 0.0 BUILDING C - LEVEL 1 REQUIRED SUBTOTAL 0.0 0.0 0.0 0.0 UILDING A, B, C & D - LEVEL 1 TOTAL (EXCLUDES R-2 DWELLING UNITS) 0.6 0.9 0.4 0.4 NON-RESIDENTIAL PLUMBING FIXTURE REQUIREMENT: 1.0 1.0 1.0 1.0 COMPLIES TWO GENDER NEUTRAL SINGLE -OCCUPANT ACCESSIBLE TOILET ROOMS PROVIDED (SECTION 2902.2, EXCEPTION 5), PER 2902.2.2 FIRE CALCULATIONS 2018 IBC - GROSS FLOOR AREA, 2018 IFC - FIRE AREA TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED USE. NON -SEPARATED OCCUPANCIES. FOUR 3-STORY STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING. USABLE EXTERIOR TOTAL GROSS GROSS FLOOR AREA AREA W/ FLOOR AREA / (SF) PROJECTION/ROOF TOTAL FIRE AREA ABOVE (SF) (SF) BUILDING A PORTION LEVEL 1 3,953 495 4,448 LEVEL 2 3,965 591 4,556 LEVEL3495 SUBTOTAL ----3_9----- 11.880 - - - ---- - - - - -- - - - - - - 13,499 BUILDING B PORTION LEVEL 1 2,798 576 3,374 LEVEL 2 2,810 497 3,307 LEVEL 3 ---------- - - - - -- 2,808 ---- - --- -- 367 --------------------- 3,175 SUBTOTAL 8,416 9,856 BUILDING C PORTION LEVEL 1 3,645 426 4,071 LEVEL 2 3,078 506 3,584 L466 EVEL3 SUBTOTAL ----3_0----- 9,801 ------------- - - - --- 11,121 BUILDING D PORTION LEVEL 1 4,500 665 5,165 LEVEL 2 4,511 588 5,099 LEVEL 3 4,511 542 5,053 ---------------- SUBTOTAL ---------- 13.522 --------------------- 15,317 TOTAL (SF) 43,619 6,174 49,793 TOTAL GROSS FLOOR AREA / FIRE AREA (SFO COMMERCIAL, B & S-2 OCCUP 4,762 (EXCLUDES EXTERIOR USABLE AREA) RESIDENTIAL. R-2 OCCUP 38,857 (EXCLUDES EXTERIOR USABLE AREA) SUBTOTAL GROSS FLOOR AREA (SF) LEVEL 1 AGGREGATE TOTAL 14.896 LEVEL 2 AGGREGATE TOTAL 14,364 LEVEL 3 AGGREGATE TOTAL 14.359 ARCHITECT NOTE: TOTAL GROSS FLOOR AREA / FIRE AREA (SF) 17.058 16,546 16,189 DESIGN CODE APPROACH SUMMARIZED ON SHEET T1.0 PROJECT INFORMATION, AND FURTHER EXPLAINED ON SHEETS T1.2 IBC CODE NOTES, T1.3 OCCUPANCY LOAD, FIRE & PLUMBING CALCS., AND Tl A - T1.5 EGRESS PLANS. SHEET T1.2 IBC CODE NOTES INCLUDES BUILDING DESIGN CODE APPROACH ORGANIZED BY CODE CHAPTERS, AND SECTION -BY -SECTION EXPLANATION OF EXCEPTIONS, EXEMPTIONS, 'COMPLIES' AND/OR N/A (NOT APPLICABLE). REFER TO REVISED SHEETS NOTED ABOVE FOR ENTIRE CODE ANALYSIS. TO SUMMARIZE, ALL 4 DETACHED 3-STORY STRUCTURES ARE TREATED AS 1 AGGREGATE BUILDING THAT IS MIXED -OCCUPANCY, NON -SEPARATED OCCUPANCIES, TYPE VB CONSTRUCTION WITH NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM. THREE-STORY STRUCTURES BUILDING A, B, C & D ARE EACH PORTIONS OF 1 AGGREGATE BUILDING, PER IBC 705.3 EXCEPTION 1. THE DIFFERENCE BETWEEN INITIAL PERMIT SUBMISSION (DATED 9/30/2022) AND THIS RESUBMITTAL (DATED 1/25/2023) - IS THAT THE MIXED -OCCUPANCY IS NOW NON -SEPARATED (PREVIOUSLY SHOWN AS SEPARATED MIXED -USE). LEVEL 1 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) INCLUDES MIXED -USE NON -SEPARATED DWELLING UNITS (R-2) AND SUPPORTIVE SERVICE SPACES FOR THE RESIDENTS (B & S-2). LEVEL 1 BUILDING A PORTION INCLUDES B BUSINESS OCCUPANCY WITH 150 GROSS OCCUPANT LOAD FACTOR. COMMUNITY A101 AND MULTIPURPOSE A111 ARE CLASSIFIED AS B OCCUPANCY SMALL ASSEMBLY SPACES THAT MEET THE PARAMETERS OF IBC 303.1.2, WITH 15 NET OCCUPANT LOAD FACTOR. COMMUNITY PANTRY A120, PACKAGES A121, BUILDING C PORTION MAINTENANCE C123, AND EACH PORTIONS' MECHANICAL - ELECTRICAL - FIRE RISER SPACES ARE CLASSIFIED AS S-2 WITH 300 GROSS OCCUPANT LOAD FACTOR. LAUNDRY C122 IS INCIDENTAL USE TO R-2 WITH 300 GROSS OCCUPANT LOAD FACTOR. LEVEL 2 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) AND LEVEL 3 (AGGREGATE OF BUILDING A, B, C & D PORTIONS) ARE DWELLING UNITS (R-2) WITH 200 GROSS OCCUPANT LOAD FACTOR. BUILDINGS A, B, C & D (PORTIONS OF 1 AGGREGATE BUILDING) ARE CONFIGURED AROUND EXTERIOR EGRESS COURTS AT LEVEL 1 WHICH OFFER MULTIPLE ACCESSIBLE ROUTES TO THE PUBLIC WAY. LEVEL 2 AND LEVEL 3 OF EACH BUILDING PORTION EXIT VIA EXTERIOR EGRESS BALCONIES. EACH EXTERIOR EGRESS BALCONY IS SERVED BY TWO REMOTE EXTERIOR EXIT STAIRWAYS. MULTIPURPOSE All 1 IS PROVIDED WITH A COURTESY EXTERIOR EXIT DOOR ON THE LEVEL OF EXIT DISCHARGE. MAXIMUM OCCUPANT LOADS FOR COMMUNITY A101 AND MULTIPURPOSE All 1 WILL BE SHOWN ON SIGN POSTED NEAR THE EXTERIOR EXIT DOOR. AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Soiie B Stanwood, WA 98292 www. designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O Uj 0D rn a O �' Z z Q Uj LLI C� J U) Z LU Lij LLl Cn Lim W c, a H O Ja co N Ln m a N e0 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. UUNILNIS: OCCUPANCY LOAD, FIRE, & PLUMBING CALCS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 3 ■ DRAWINGS AND SPECIFICATIONS H "EG E ND - EGRES NOTES: 1. STRUCTURAL BUILDING ELEMENTS, BEARING / NONBEARING WALLS, FLOOR / ROOF CONSTRUCTION AND EXTERIOR WALLS - 0 HR. FIRE -RESISTANCE RATING SINCE TYPE VB SPRINKLERED AND > 30' FSD AGGREGATE BUILDING. SEE SHEET T1.2. 2. CERTAIN FIRE -RATED ASSEMBLIES REQUIRED WHERE SHOWN - DUE TO DWELLING UNITS. SEE SHEET T1.2-T1.3. 3. EGRESS COURTS - UNOBSTRUCTED MINIMUM HEIGHT OF 7'. *** OCCUPANT LOAD FROM SEPARATE STORIES NOT ADDED (SECTION 1004.2.3), USE LEVEL 2 OCCUPANT LOAD EGRESS LEGEND: r--� ACCESSIBLE DOOR MANEUVERING CLEARANCE - MAX. 1:48 CROSS SLOPE, PROVIDE BOTH LATCH AND CLOSER WHERE L__J DOOR SWING TO INTERIOR AND STRIKE SIDE IS <12". •-----> EGRESS - EXIT ACCESS (LEVEL 1 ACCESSIBLE), COMMON PATH EGRESS TRAVEL EGRESS - EXIT DISCHARGE (LEVEL 1 ACCESSIBLE) XX NUMBER OF OCCUPANTS EXITING AT EGRESS COMPONENT (REFER TO OCCUPANT LOAD TABULATION ON SHEET T1.3 FOR SPECIFIC UNIT / ROOM OCCUPANT LOADS AND FURTHER INFORMATION) SMOKE -RESISTIVE SEPARATION WALL ASSEMBLY - PARTITION TO EXTEND FROM THE FLOOR TO UNDERSIDE OF ROOF -DECK ABOVE 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATIONS), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3262, UL DESIGN U340 PER A7.0� 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3661 PER A7.0 �` — — — 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE), MIN. 50 STC (SOUND TRANSMISSION CLASS), EXTEND TO UNDERSIDE OF ROOF SHEATHING, GA FILE NO WP 7940, UL DESIGNS U337 / U305 PER A7.0 SMOKE -RESISTIVE SEPARATION (CEILING) \\ UNITTO DWE HORIZONTAL NG UNIT OR DWELLING UNIT -TO -OTHER USES) DWELLING N. 50 STC, M 50 IIC (IMPACT INSULATION CLASS), GA FILE NO. FC 5050, UL DESIGN M544 PER AE NOT APPLICABLE SINCE NON -SEPARATED MIXED -USE. ' "^T T-ITRATED OCCUPANCIES), MIN. 50 STIC / 116, GA FILE NO. F6 5050, UL DESIGN M544 I 10RIZONTAL ASSEMBLY ABOVE (FLOOR 1 CEILING SEPARATIC)N-GF l AREA OF PLAY SURFACING AREA OF LANDSCAPING �a � 0 �a 39'-T 11/16" FSD TO PL I I I I I I a I r---------- , i 0 o I U i 130'-l" REMOTE co F BLDG. C EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 WALL SIGN POST D NEAR B SMALL BLDG. A EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 BELOW BALCONY / STAIR ABOVE = 426 SF DOOR All 11 B TOSTATE: ASSEMBLY - BELOW BALCONY / STAIR ABOVE = 495 SF v Co v 48 MAXIMUM 46.5 (15 NET) *- = N N "' N 4'-0" BLDG. C GROSS/FIRE AREA LEVEL 1 = 3645 SF BLDG. A GROSS/FIRE AREA LEVEL 1 = 3953 SF N " C 4 I I 48OCCUPANTS BDLG. C TOTAL GROSS/FIRE AREA LEVEL 1 OCCUPATS 4071 SF BDLG. A TOTAL GROSS/FIRE AREA LEVEL 1 = 4448 SF 49 -------------------------------------------------............ -..... 1--------------------------------------------------- ............. -- r--� r— I I ------"'--' it 0.4 - I �� o S-2 ❑1 I rli�ERISES-2 41'-1 15/16" FSD TO ROW CL • -.---------------- S F.; PACKAGES Ali A121 1 ELEC$-2 MECHIHPWHI A125 53 EXIT 54' EXIT ACCE 0 ELEC 43 9 ` B 81 SF S'./1 CONSULTATION O Y I WORK SECURE v 1185E 97 SF ' ACCESS A124 „ ■ FI PROPERTY A722 44 CLR. i ( �� 1 A108 B A105 B A10� B OFFICE B 122 SF _ • f.T� , .i:, , 535E A103 • ; _ I . F cA - ET —� I� 65 SF ------- ------51LRAOY-----------------'------ ^ '', B STOIRAGE� B 01SF ® ' J B �.6 A123 1. . T 0.4 L-Li \/^ I , 9 95 SF l� INCIDENTAL 0.7 (200 GROSS) 1OCCUPANT 7/8" FSD TO PL S-� TENANCE O o EF. - ,123 FIRE RISER , REF. o _ ■ MULTIP POSE �� ' 43' -.ISF $-2 C124 I L I _.., O o EF. ® : ® 6BE'3F 24 `-----, --- ------------- ,R ,----------//�,ONA(; 4T a '-------------------------- �,6, I I WALL SIGN POSTED NEAR ----•--- ---------- B r /�V -- - COMMUNITY QQ 5773E 4 F DOOR Al01 B TO STATE: ■ ® 10'-6" y - , '■ SERVICES 0� {VICES OFFICE , S ' W c! -, CO �o Q 35 MAXIMUM 3-BED PE - -- MECHIHPWHI r uL I Of 2-BEDTYPEB BED TYPEB I 2BEDCYPEB EGRESS `� B -� �ERVICES OFFiCEB /COMMUNTT1 PROP 0, uJ J ' A112 A107 A1'- PANTRY OFFICE - OCCUPANTS ELEC - N J C103 jCi Co W U _ [1 ' _ a A120 A102mi ' U' �� V , C120 :- - U 6895E F' C`') ---------, COURT, 19 166J 163 SF 163 ; $-� LL1 . el m2a3FS-2 ACCESS `---------., - I ® ® w I ;® R�2 44" CLR. 24 I ; B m v ACCESS ACCESS LEI BBF rr� B SMALL 1 2 SF W. — —-,�—T — — T� — — — — — o y. .L� — L1[-J ��:��, ASSEMBLY 34.2(15NET) 1 I I I I I ��—� — R-2 EXTERIOR 3 OCCUP. *** ��o ***, �- L__J L__J �__ 10 L 12 � L J 35 OCCUPANTS - — 51' 2 114" REMOTE G — _I — J B EXTERIOR 4 OCCUP.11 —I li _ uJ i�1 cq ACCESSIBLE N _ Elf J _ `% _ 93 O _ __ _ r w 1Y PICNIC U FUTURE YOUTH Z1 O 52'-2 1/2" REMOTE ^�` �Q' _ r' N N H LLI p AREA ch ch �.o L_MX§TRUCTUREJ ACCESSIBLE _. U U /� J rV v U LU w U o `' 58' 31/8°REMOTE. SEATING AREA c' M U F TURE TODDL�R CO U 48' 8 1I2" REMOTE �� o `� 0 ----- ❑ N w Y STRUCTU E co o `"� N LU U NJ,EXTERIOR o� _ - — --- 3�OF � -- — o 14 R-2 3 OCCUP. 14 U qGC 9./0„ g R-2 EXTERIOR 3 OCCUP. S-2 BIKE L_ — - Nq L — 9 — 4 _ 18'-0 1 /4" 3-BED TIIPE ••� •••• / 2-BED TYPEB 2-BED TYPE ❑ ^ ® , = ❑ of ~ 3 1.SSI 'll Iwo ........... I r ........... .3IED � f . ^ ^ -Yi .. �.---------, w `� COURT 0 J ACCESSIBLE ACCES. ACCESSIBLE' ❑ wl E8 2-BEDp. _ I O, c.i 2-BED TYPEB TYPE EGRESS 1-BED TYPE -B TYP ❑ ❑ TY■- N (� III D1 D105 D104 �� W LLl J - D102 ■ D101 1103 B ■ x Ur I. 911 F 678 SF 689 SF 68S _ U 689 SF 485 SF 1-BED TYPE-B 479 SF . LLJ 0 _ .... B104 I - ■ - i oo IJUI IJS.71 I� C`'D W V ® o ° a.. .: - 432 SF : o 0 0 ; - I 58' EXIT - l C I o S-2 BIKE16� II /---i o o I ACCESS ■ 10CCUP. ■ ■ ® ■ I. ■ J i ■ ® ` REF. o O O o EF. REF. ° 0 38' EXIT I I �I �� REF. °':- 7 F F F ACCESS ACCESS ® I II ------ --- 10'-01, O — ® -2 S-2 S-2 44" CLR. _ ___ ® ;- _ --••----- - MECHIHPWHI -----/ --------7 ... � S 2 ■ 50' EXIT ELEC FIRE RISER MECH/HPWH I 50' EXIT ■ 60' EXIT ACCESS D120 D121 ELEC 57 ELEC ACCESS I _ 0 FIRER R 8,2, ■I TI 39'-11 3/8" FSD TO ROW CL ACCESS --------- sasF 68SF D1zz � 1 8120 70, """'-- ■ i v sb■a EGRESS PLAN - LEVEL 1 ❑ ❑ ❑ 665E L11 S-2 I i r--1� ` r-- I I I I I I ...... -----=...... �*Iil•----- -J BLDG. D GROSS/FIRE AREA LEVEL 1 = 4500 SF / BLDG. B GROSS/FIRE AREA LEVEL 1 = 2798 SF BDLG. D TOTAL GROSS/FIRE AREA LEVEL 1 = 5,165 SF - V - - BLDG. B TOTAL GROSS/FIRE AREA LEVEL 1 = 3374 SF BLDG. D EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 �1 ��,, N -��' BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 1 BELOW BALCONY / STAIR ABOVE = 512 + 153 = 665 SF C14 N BELOW BALCONY / STAIR ABOVE = 416 + 160 = 576 SF TYPE VB> FIRE SPRINKLERS NFPA 13 > 0�0 MULTI -STORY MIXED -USE o � � LEVEL 1 AGGREGATE TOTAL GROSS/FIRE AREA (WITH EXTERIOR NON -SEPARATED OCCUPANCIES, USEABLE GROSS/FIRE AREA BELOW BALCONY / STAIR ABOVE) = 17,058 SF 4 STRUCTURES PORTIONS OF ALL LEVELS AGGREGATE GROSS/FIRE AREA (WITH EXTERIOR USABLE ONE AGGREGATE BUILDING GROSS/FIRE AREA BELOW BALCONY / STAIR / ROOF ABOVE) = 49,793 SF SITE PLAN & LEVEL 1 - EGRESS PLAN NORTH SCALE: 1/16" = V-0" 1' 0 0 cn LL M j HOUSING HOPE we keep hope alive `DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Ujrn am O Fz0 Z zp LLJ LLI C� J z LU U) LU _ I— LU Cl) LL c, aQ0 H O Ja co N uo LU Q T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # I Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: EGRESS PLANS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 4 ■ 1/16" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LEGEND - MRES NOTES: 1. STRUCTURAL BUILDING ELEMENTS, BEARING / NONBEARING WALLS, FLOOR / ROOF CONSTRUCTION AND EXTERIOR WALLS - 0 HR. FIRE -RESISTANCE RATING SINCE TYPE VB SPRINKLERED AND > 30' FSD AGGREGATE BUILDING. SEE SHEET T1.2. 2. CERTAIN FIRE -RATED ASSEMBLIES REQUIRED WHERE SHOWN - DUE TO DWELLING UNITS. SEE SHEET T1.2-T1.3. 3. EGRESS COURTS - UNOBSTRUCTED MINIMUM HEIGHT OF 7'. OCCUPANT LOAD FROM SEPARATE STORIES NOT ADDED (SECTION 1004.2.3), USE LEVEL 2 OCCUPANT LOAD EGRESS LEGEND: --� ACCESSIBLE DOOR MANEUVERING CLEARANCE- MAX. 1:48 CROSS SLOPE PROVIDE BOTH LATCH AND CLOSER WHERE — — — — SMOKE -RESISTIVE SEPARATION WALL ASSEMBLY - PARTITION TO EXTEND FROM THE FLOOR TO UNDERSIDE OF ROOF -DECK ABOVE 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATIONS), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3262, UL DESIGN U340 PER A7.0 — _ 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE), MIN. 50 STC (SOUND TRANSMISSION CLASS), GA FILE NO WP 3661 PER A7.0 — — — 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE), MIN. 50 STC (SOUND TRANSMISSION CLASS), EXTEND TO UNDERSIDE OF ROOF SHEATHING, GA FILE NO WP 7940, UL DESIGNS U337 / U305 PER A7.0 L--J RATED HORIZONTAL FLOOR ASSEMBLY (BETWEEN DWELLING DOOR SWING TO INTERIOR AND STRIKE SIDE IS <12". \\\\ UNIT -TO -DWELLING UNIT OR DWELLING UNIT -TO -OTHER USES), MIN. 50 STC, MIN. •-----> EGRESS - EXIT ACCESS (LEVEL 1 ACCESSIBLE), COMMON PATH 50 IIC (IMPACT INSULATION CLASS), GA FILE NO. FC 5050, UL DESIGN M544 PER A7.0 EGRESS TRAVEL NOT APPLICABLE SINCE NON -SEPARATED MIXED -USE. ' I IDT-ITT RATED EGRESS - EXIT DISCHARGE (LEVEL 1 ACCESSIBLE) i I 10RIZONTAL ASSEMBLY ABOVE (FLOOR 1 CEILING SEPARATION -OF XX NUMBER OF OCCUPANTS EXITING AT EGRESS COMPONENT (REFER TO OCCUPANT LOAD TABULATION ON SHEET T1.3 FOR _ AREA OF PLAY SURFACING SPECIFIC UNIT / ROOM OCCUPANT LOADS AND FURTHER INFORMATION) AREA OF LANDSCAPING F Ent)ESS PLAN - LEVEL 3 2 1/1 6'(= 1'-0" co OO C`M O EG ESS PLAN - LEVEL 2 1 1 /16" = 1 0" — — — — — — — — ULUL7. LJ L-A I LRI V R UJLMIJLL V f\VJJ/ r IIIL Y1RL/1 LL V LL J BELOW BALCONY / STAIR / ROOF ABOVE = 542 SF TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED -USE, NON -SEPARATED OCCUPANCIES, 4 STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING DLUV. U CAI CRI VR U0 CHD LC VRVJJ/r IRC MRCH LCV CL L BELOW BALCONY / STAIR / ROOF ABOVE = 588 SF TYPE VB, FIRE SPRINKLERS NFPA 13, MULTI -STORY, MIXED -USE, NON -SEPARATED OCCUPANCIES, 4 STRUCTURES PORTIONS OF ONE AGGREGATE BUILDING STAIR / ROOF ABOVE) = 16,189 SF STAIR / ROOF ABOVE) = 16,546 SF BLDG. A EXTERIOR GROSS/ FIRE AREA LEVEL 3 BELOW BALCONY / STAIR / ROOF ABOVE = 533 SF BLDG. A GROSS/FIRE AREA LEVEL 3 = 3962 SF BDLG. A TOTAL GROSS/FIRE AREA LEVEL 3 = 4495 SF lard L — — — — AT-d'VA" RFAAr)TF -----�-� ]AI t-nKIV 7 nf-f-I ID ------------------- BDLG. B TOTAL GROSS/FIRE AREA LEVEL 3 = 3175 SF BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 3 BELOW BALCONY / STAIR / ROOF ABOVE = 367 SF BLDG. A EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 591 SF nl nn A AnrA 1 rl/rl 1 _ Q( t7 nr BDLG. A TOTAL GROSS/FIRE AREA LEVEL 2 = 4556 SF BDLG. B TOTAL GROSS/FIRE AREA LEVEL 2 = 3307 SF BLDG. B EXTERIOR USEABLE GROSS/FIRE AREA LEVEL 2 BELOW BALCONY / STAIR / ROOF ABOVE = 497 SF HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3 44 1 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Uj am Cn O Fm u z Z z 0 Q LU Lu C� J z LU U) LU LU Cl) LL c, a I_ �a co o N Lo LUQ 00 T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: EGRESS PLANS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 5 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SOUTH COUNTY FIRE - FIRE PLAN REVIEW NOTES (ADMINISTRATIVE DESIGN REVIEW) • RESIDENTIAL BUILDINGS REQUIRE A NFPA 13 FIRE SPRINKLER SYSTEM(S) INTERCONNECTED TO A MONITORED FIRE ALARM TO NFPA 72, • FIRE SPRINKLER RISER ROOM(S) REQUIRE AN OUTSIDE ENTRANCE(S). • LOCATION OF FIRE ALARM CONTROL PANEL WILL BE IN RISER ROOM WITH THE POSSIBILITY OF AN ANNUNCIATOR AT THE FRONT MAIN ENTRANCE OF EACH BUILDING. • FIRE ALARM WILL BE AN ADDRESSABLE AND MONITORED SYSTEM. • KNOX BOX ENTRY SYSTEM REQUIRED FOR EACH BUILDING AND FOR RISER ROOM(S). • ALL RETENTION VAULTS IN DRIVE ISLES WILL BE BUILT TO AN EXCESS OF HS20 ANDABLE TO SUPPORT A 75,000 POUND POINT LOAD. • SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER SYSTEM. • SEPARATE PERMIT REQUIRED FOR FIRE ALARM SYSTEM. EDMONDS COMMUNITY DEVELOPMENT CODE - ECDC 19.25.005.E.1 FIRE PROTECTION SYSTEMS SECTION 901.4.6.1 ACCESS, IS AMENDED TO READ: AUTOMATIC SPRINKLER SYSTEM RISERS, FIRE PUMPS AND CONTROLLERS SHALL BE PROVIDED WITH READY ACCESS. SPRINKLER RISER ROOMS SHALL BE LOCATED ON AN OUTSIDE WALL AT GRADE, WITH DIRECT EXTERIOR ACCESS. THIS ROOM SHALL CONTAIN SPRINKLER CONTROL VALVES, SPRINKLER BACKFLOW ASSEMBLY (UNLESS PROHIBITED BY THE WATER PURVEYOR). FIRE PUMP AND ASSOCIATED COMPONENTS AND THE FIRE ALARM CONTROL PANEL(S). SUCH ROOMS SHALL BE OF A SIZE THAT WILL ALLOW A MINIMUM OF 36-INCH CLEARANCE AROUND ALL PORTIONS OF THE FIRE PUMP ASSEMBLY AND IN FRONT OF THE FIRE ALARM PANEL(S), ALL RISERS SHALL HAVE A MINIMUM OF 36" CLEAR SPACE AT THE FRONT AND 18" ON THE REMAINING SIDES. ALL DRAINS ARE TO BE PLUMBED TO THE EXTERIOR OF THE BUILDING. NO OTHER USES OR UTILITIES SHALL BE ALLOWED IN THIS ROOM, WHERE LOCATED IN A FIRE PUMP ROOM OR AUTOMATIC SPRINKLER SYSTEM RISER ROOM, THE DOOR SHALL BE PERMITTED TO BE LOCKED PROVIDED THAT THE KEY IS AVAILABLE AT ALL TIMES. SOUTH COUNTY FIRE - FIRE APPARATUS ACCESS ROAD STANDARD WHERE REQUIRED • APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY, BUILDING, OR PORTION OF A BUILDING HEREAFTER CONSTRUCTED OR MOVED INTO OR WITHIN THE JURISDICTION. THE FIRE APPARATUS AC-CESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION AND SHALL EXTEND TO WITHIN 150 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. UNLESS OTHER -WISE APPROVED BY THE FIRE CODE OFFICIAL, FIRE APPARATUS ACCESS SHALL EXTEND TO WITHIN 50 FEET OF THE MAIN ENTRY OF ANY MULTI -FAMILY RESIDENTIAL BUILDING. o EXCEPTIONS: 1 j THE FIRE CODE OFFICIAL IS AUTHORIZED TO INCREASE THE DIMENSION UP TO 200 FEET WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH IFC SECTION 903.3.1.1, 903.3.1.2, OR 903.3.1.3. ADDI-TIONAL MITIGATION METHODS MAY BE REQUIRED AS DIRECTED BY THE FIRE CODE OFFICIAL. 2) MID -RISE BUILDINGS WITH AN OCCUPIED FLOOR 30 TO 75 FEET ABOVE THE LOWEST LEVEL OF FIRE APPARATUS ACCESS MAY BE PROVIDED WITH AN APPROVED FIRE APPARATUS ACCESS ROAD IN A COURTYARD BETWEEN BUILDINGS TO ACHIEVE REQUIRED FIRE APPARATUS ACCESS. A) SUCH COURTYARD ROAD SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 12 FEET, EXCLUSIVE OF SHOULDERS. AND BE CONSTRUCTED OF A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A 75.000-POUND FIRE APPARATUS. B) COURTYARD ROADS MAY BE UP TO 200 FEET IN LENGTH AS A DEAD-END ROAD WITH AN APPROVED TURNAROUND; OR SHALL CONNECT AT TWO OR MORE POINTS TO A PUBLIC ROADWAY. C) THE BUILDING MUST BE EQUIPPED WITH PASSIVE AND ACTIVE FIRE PROTECTION FEA-TURES AS WOULD BE REQUIRED FOR A HIGH-RISE BUT SHALL NOT BE REQUIRED TO MOD-IFY THE TYPE OF CONSTRUCTION. • PARKING LOTS, AUTOMOBILE SALES LOTS, AND OUTDOOR STORAGE AREAS, EACH WITH A CAPACITY OF 100 OR MORE VEHICLES, SHALL HAVE A DESIGNATED AND APPROVED FIRE APPARATUS ACCESS ROAD CIRCULATING THROUGHOUT THE LOT. SPECIFICATIONS • DIMENSIONS FDC STANDARD 1. UNLESS OTHERWISE APPROVED BY THE FIRE MARSHAL, ALL FDC CONNECTIONS WILL BE A 4-INCH STORZ TYPE FITTING('). ON A 30-DEGREE ELBOW AND AWAY FROM THE BUILDING. THE FDC CONNECTION SHALL BE WITHIN 50 FEET OF A HYDRANT, THE UPRIGHT PIPING WILL BE PAINTED RED AND LABELED WITH A MINIMUM OF 4-INCH WHITE NUMBERING DENOTING THE BUILDING ADDRESS. " FDC BUILDING CONNECTION 4" STORZ X 4" RIGID FEMALE NATIONAL PIPE THREAD (NPT) WITH 30 DEGREE ELBOW. FEATURES SECURE CAP. SCREEN AND CHAIN. ENABLES QUICK CONNECTIONS OF LARGE DIAMETER HOSE BY FIRE DEPARTMENT TO SUPPLEMENT FIRE SPRINKLER OR STANDPIPE SYSTEM. THE STANDARD COLOR IS POWDER COAT BLACK AND SILVER. 2. IFC 912.2.2 WHEREVER THE FIRE DEPARTMENT CONNECTION IS NOT VISIBLE TO APPROACHING FIRE APPARATUS, THE FIRE DEPARTMENT CONNECTION SHALL BE INDICATED BY AN APPROVED SIGN MOUNTED ON THE STREET FRONT OR ON THE SIDE OF THE BUILDING. SUCH SIGN SHALL HAVE THE LETTERS "FDC" AT LEAST 6 INCHES (152 MM) HIGH AND WORDS IN LETTERS AT LEAST 2 INCHES (51 MM) HIGH OR AN ARROW TO INDICATE THE LOCATION. ALL SUCH SIGNS SHALL BE SUBJECT TO THE APPROVAL OF THE FIRE CODE OFFICIAL. PRODUCT DESCRIPTION: FDC BUILDING CONNECTION 4" STORZ X 4" RIGID FEMALE NATIONAL PIPE THREAD (NPT) WITH 30 DEGREE ELBOW. FEATURES SECURE CAP, SCREEN AND CHAIN. ENABLES QUICK CONNECTIONS OF LARGE DIAMETER HOSE BY FIRE DEPARTMENT TO SUPPLEMENT FIRE SPRINKLER OR STANDPIPE SYSTEM, THE STANDARD COLOR IS POWDER COAT BLACK AND SILVER. OTHER COLORS ARE AVAILABLE. SPECIFICATIONS: • FORGED STORZ HEADS WITH STAINLESS STEEL LOCKS • ALUMINUM EXTRUDED CONNECTIONS • LASER ETCHING AVAILABLE • EXCEEDS NFPA 1963 REQUIREMENTS • MANUFACTURED AND ASSEMBLED IN THE US • RATED PRESSURE 200 PSI • NITRILE GASKET • OTHER CHOICES - HARD COAT, K-CHROME AND K-BRASS • "A" DIMENSION - 7 718" • UL LISTED • MANUFACTURED TO HIGHER TOLERANCES • PRECISION METAL FACE - NO GASKET NEEDED • CAP FEATURES WEEP HOLE SOUTH COUNTY FIRE - KNOX BOX STANDARD REFERENCES - INTERNATIONAL FIRE CODE 2018 EDITION WITH WASHINGTON STATE AMENDMENTS: SECTION 503.5, 503.6, SECTION 506 KNOX BOX REQUIREMENTS 1. KNOX BOX SHALL BE PROVIDED AT THE MAIN ENTRANCE OF BUILDINGS WITH INTERIOR COMMON AREAS. AN ADDITIONAL KNOX BOX SHALL BE PROVIDED AT THE EXTERIOR ENTRANCE TO THE SPRINKLER RISER/FIRE ALARM CONTROL PANEL (FACP) ROOMS AND OTHER LOCATIONS DEEMED NECESSARY FOR BUILDING ACCESS. ONCE THE KNOX BOXES ARE RECEIVED, IT IS RECOMMENDED THAT THE CONTRACTOR/OWNER DISCUSS BOX PLACEMENT WITH SOUTH COUNTY FIRE PERSONNEL. TYPICALLY, BOXES ARE LOCATED TO THE RIGHT OF THE MAIN ENTRANCE DOOR AND/OR FIRE ALARM CONTROL PANEL'FIRE RISER ROOM DOOR. BOXES WILL BE PLACED FIVE TO SIX FEET (5-6') ABOVE FINISHED GRADE. BUILDING OWNERS SHOULD PROVIDE THE FOLLOWING KEYS, DEPENDING ON THE REQUIREMENTS DETERMINED FOR THE PREMISES, AND MAY INCLUDE: A. MAIN ENTRANCE (OR MASTER) B. INTERIOR ACCESS (IF NO MASTER) C. FIRE SPRINKLER RISER ROOM/FIRE ALARM CONTROL PANEL ACCESS D. ELECTRICAL, MECHANICAL. AND ELEVATOR ROOMS E. FIRE ALARM CONTROL PANEL/FIRE PULL STATIONS F. ELECTRONIC/MAGNETIC KEY CARDS 2. ON MULTIPLE -STORIED AND LARGER BUILDINGS, ADDITIONAL KEYS MAY BE NECESSARY, FOR INSTANCE, PROVIDING ROOF HATCH ACCESS OR SETS OF KEYS FOR MULTIPLE FIREFIGHTING CREWS. 3. ALL KNOX EQUIPMENT SHALL BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED FOR NEW CONSTRUCTION. 4. EXISTING OCCUPANCIES THAT ARE UNDERGOING FIRE PROTECTION SYSTEM UPGRADES, MODIFICATIONS. OR TENANT IMPROVEMENTS THAT HAVE LEGACY KEY BOXES COMMONLY FOUND IN EDMONDS. MOUNTLAKE TERRACE, AND LYNNWOOD SHALL BE REQUIRED TO REPLACE THEM WITH KNOX PRODUCTS. o UNLESS OTHERWISE APPROVED, FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FEET, EXCLUSIVE OF SHOULDERS, AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. o WHERE THE VERTICAL DISTANCE BETWEEN THE GRADE PLANE AND THE HIGHEST ROOF SURFACE EX-CEEDS 30 FEET, APPROVED AERIAL FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED WITH AN UNOBSTRUCTED WIDTH OF 26 FEET, EXCLUSIVE OF SHOULDERS, IN THE IMMEDIATE VICINITY OF THE BUILDING OR PORTION THEREOF. ONE OR MORE OF THE REQUIRED ACCESS ROUTES MEETING THIS CONDITION SHALL BE NOT LESS THAN 15 FEET AND NOT GREATER THAN 30 FEET FROM THE BUILDING AND BE POSITIONED PARALLEL TO ONE ENTIRE SIDE OF THE BUILDING, AS APPROVED BY THE FIRE CODE OFFICIAL. OVERHEAD UTILITY AND POWER LINES SHALL NOT BE LOCATED OVER THE AERIAL FIRE APPARATUS ACCESS ROADS OR BETWEEN THE AERIAL FIRE APPARATUS ACCESS ROAD AND THE BUILD-ING. OTHER OBSTRUCTIONS MAY BE PLACED WITH THE APPROVAL OF THE FIRE CODE OFFICIAL. • MINIMUM TURNING RADIUS 25 FEET INSIDE. 45 FEET OUTSIDE. • IF OVER 150 FEET IN LENGTH. FIRE APPARATUS ACCESS ROADS SHALL BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND. • FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED 14% IN GRADE. IF THE GRADE EXCEEDS 12% ADDI-TIONAL FIRE PROTECTION FEATURES SHALL BE REQUIRED. • THE ROADWAY STRUCTURE SHALL BE ASPHALT PAVING OR AN APPROVED ALL-WEATHER EQUIVALENT WITH A SUFFICIENT STRUCTURAL SECTION TO SUPPORT A GROSS VEHICLE WEIGHT OF 75,000 POUNDS AND 45,000 POUND POINT LOADS. MARKING • DETAILED PLANS MUST BE SUBMITTED AND APPROVED PRIOR TO PAINTING ANY NEW FIRE LANE OR MODIFYING AN EXISTING FIRE LANE • PAVEMENT o 4-INCH-WIDE YELLOW STRIPE BOTH SIDES OF ACCESS ROAD o MINIMUM 12-INCH-HIGH. YELLOW, "FIRE LANE - NO PARKING". SPACED NO FURTHER THAN 30 FEET • CURB o PAINTED YELLOW o MINIMUM 3 INCH HIGH AND Yz" STROKE. BLACK, "FIRE LANE - NO PARKING', BLACK, MINI -MUM 3 INCH HIGH SPACED NO FURTHER THAN 30 FEET ON VERTICAL FACE • SIGNS o WHERE APPROVED BY THE FIRE CODE OFFICIAL. NO PARKING FIRE LANE SIGNS MAY BE USED IN ADDITION OR IN LIEU OF PAINTED PAVEMENT OR CURBS o WHERE APPROVED, SIGNS SHALL MEET THE FOLLOWING REQUIREMENTS 1) SIZE: 18" HIGH X 12" WIDE (MINIMUM). 2) MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE 3) STYLE: INDUSTRY STANDARD (VULCAN R7-6-9, RAINBOW 01-527. EMED TC 18816 OR EQUIVALENT). 4) COLOR: RED LETTERING ON WHITE BACKGROUND. 5) SPACING: 50' BETWEEN SIGNS OR AS DIRECTED BY THE FIRE CODE OFFICIAL. SOUTH COUNTY FIRE - FIRE SPRINKLER STANDARD DESIGN AND INSTALLATION 1. FIRE SPRINKLER SUBMITTALS FOR NEW BUILDINGS, BUILDINGS UNDERGOING A CHANGE OF USE, OR BUILDINGS UNDERGOING MAJOR MODIFICATIONS SHALL INCLUDE AN NFPA OWNER'S CERTIFICATE INDICATING THE USE OF THE BUILDING INCLUDING THE MATERIALS WITHIN THE BUILDING AND THE MAXIMUM HEIGHT OF ANY STORAGE AS PER NFPA 13, SECTION 4.3. 2. WHEN A BUILDING IS REQUIRED TO BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM, THE SYSTEM SHALL PROVIDE PROTECTION THROUGHOUT THE STRUCTURE OR AS APPROVED BY THE FIRE CODE OFFICIAL. 3. HYDRAULICALLY DESIGNED SYSTEMS SHALL BE CALCULATED TO PROVIDE A 10% SAFETY MARGIN IN ADDITION TO THE REQUIRED SYSTEM DEMAND OF 20 PSI RESIDUAL PRESSURE. 4. HYDRAULIC CALCULATIONS SHALL INCLUDE ALL UNDERGROUND PIPING FROM THE POINT OF CONNECTION TO THE PUBLIC WATER SUPPLY. 5. ALL DRAINS (LOW POINT. AUXILIARY, TEST, MAIN, ETC.) SHALL BE PLUMBED TO THE EXTERIOR OF THE BUILDING. 6. ALL VALVES (CONTROL, DRAIN, ETC.) SHALL BE READILY ACCESSIBLE AND REACHABLE WITHOUT THE USE OF A LADDER. EXCEPTION: VALVES IN A PIT OR UNDERGROUND AND OR AS APPROVED BY THE FIRE CODE OFFICIAL. 7. FLOOR CONTROL VALVES SHALL BE LOCATED AT THE POINT OF CONNECTION TO THE RISER ON EACH FLOOR AND SHALL BE PROVIDED WITH THE FOLLOWING: FLOW SWITCH, CHECK VALVE. MAIN DRAIN, PRESSURE RELIEF VALVE, PRESSURE GAUGE AND TAMPER SWITCH, 8. FLEXIBLE SPRINKLER PIPING SHALL NOT BE USED IN PIPE -SCHEDULE SYSTEMS UNLESS SPECIFICALLY LISTED FOR SUCH USE. 9. THE USE OF HEAT TAPE ON FIRE SPRINKLER SYSTEMS IS ALLOWED IN ACCORDANCE WITH NFPA 13 AND MUST BE MONITORED BY THE FIRE ALARM SYSTEM AS A TROUBLE SIGNAL. 10. N/A 5. BUILDING OWNERS WILL ENSURE THAT ACCESS EQUIPMENT IS MAINTAINED AND CONTACT SOUTH COUNTY FIRE MARSHAL'S OFFICE WHERE THE BUILDING DOOR LOCKS ARE RE -KEYED OR CONDITIONS FOR EMERGENCY ACCESS ARE MODIFIED. FIRE DEPARTMENT CONNCTIONS (FDC) ACCESS LOCKING FDC CAPS ARE REQUIRED FOR NEW CONSTRUCTION, AND EXISTING CONSTRUCTION WHERE PROBLEMS OF THEFT AND VANDALISM ARE OCCURRING, ON A CASE BY CASE BASIS. CONTACT THE SOUTH COUNTY FIRE PREVENTION OFFICE FOR MORE INFORMATION. AUTHORIZED/REQUIRED PRODUCTS TO BE PURCHASED KNOX BOXES 1. HINGED DOORS ARE REQUIRED. TAMPER SWITCHES ARE NOT REQUIRED. SOUTH SNOHOMISH COUNTY FIRE AND RESCUE'S REQUIRED KNOX BOXES INCLUDE THE 3200 SERIES. THERE ARE 3 COLORS TO CHOOSE FROM ALONG WITH THE INSTALLATION OPTION OF RECESS VS SURFACE MOUNT. CHOICES FOR THE 3200 SERIES INCLUDE: MODEL 3261-KNOXBOX 3200, SURFACE MOUNT. HINGED DOOR, BLACK MODEL 3263-KNOXBOX 3200, SURFACE MOUNT, HINGED DOOR, ALUMINUM MODEL 3265-KNOXBOX 3200. SURFACE MOUNT, HINGED DOOR, DARK BRONZE MODEL 3270-KNOXBOX 3200, RECESS MOUNT, HINGED DOOR, BLACK MODEL 3272-KNOXBOX 3200, RECESS MOUNT, HINGED DOOR, ALUMINUM MODEL 3274-KNOXBOX 3200. RECESS MOUNT, HINGED DOOR, DARK BRONZE 2. THE 3200 SERIES BOXES ARE REQUIRED FOR MOST BUILDINGS. FOR BUILDINGS REQUIRING A LARGER NUMBER OF KEYS OR MAGNETIC CARDS ETC., A 4400 SERIES BOX MAY BE REQUIRED. CONTACT THE FIRE MARSHAL'S OFFICE WITH QUESTIONS (SEE FOOTNOTE FOR CONTACT INFORMATION). KNOX PADLOCKS MODEL 3781, 3782 OR 3783 1, BELOW IS A PHOTOGRAPH OF LOCK SHANKS LINKED TOGETHER, WHICH IS REQUIRED WHEN MULTIPLE LOCKS ARE NEEDED TO ASSIST DIFFERENT USERS' ACCESS. OTHER MODEL NUMBERS ARE AVAILABLE DEPENDING ON THE LENGTH OF SHANK REQUIRED. KNOX GATE KEY SWITCH MODEL 3511 FDC LOCKS 1. MODEL 5001 FOR 4" STORZ FDC FITTINGS 2. MODEL 3110 FOR 2.5° THREADED FDC FITTINGS ORDERING INSTRUCTIONS 1. TYPE THIS URL INTO YOUR BROWSER WWW.KNOXBOX.COM/4043 2. THEN SCROLL DOWN TO PRODUCTS 3. SELECT YOUR PRODUCTS 4. FILL OUT INFORMATION AND SUBMIT 5. SOUTH COUNTY FIRE MARSHAL'S OFFICE WILL RECEIVE AN EMAIL FOR FINAL APPROVAL PRIOR TO ALLOWING COMPLETION OF THE PURCHASE, 6. FINISH THE PURCHASE OF THE APPROVED PRODUCT. 7. WHEN PRODUCTS ARRIVE, INSTALL THEM AT LOCATIONS NOTED PREVIOUSLY ON YOUR APPROVED DRAWINGS OR IN THIS STANDARD. PLEASE CALL IF YOU HAVE QUESTIONS (SEE FOOTNOTE FOR CONTACT INFORMATION). 8. ONCE INSTALLED, CALL THE SOUTH COUNTY FIRE MARSHAL'S OFFICE TO VERIFY AND A FIRE MARSHAL WILL SECURE THE BOX WITH YOUR KEYS INSIDE (SEE FOOTNOTE FOR CONTACT INFORMATION). SOUTH COUNTY FIRE - EMERGENCY ACCESS (KNOX) STANDARD THE INTENT OF THIS GUIDELINE IS TO DEFINE SOUTH COUNTY FIRE'S EMERGENCY ACCESS STANDARD AND TO PROVIDE FOR ITS USE AND MAINTENANCE. THE EMERGENCY ACCESS STANDARD IS DESIGNED TO GIVE AUTHORIZED SOUTH COUNTY FIRE (SCR) PERSONNEL ACCESS TO KEYS FOR THE PROTECTED OCCUPANCY WHETHER VACANT OR OCCUPIED. THIS ALLOWS DEPARTMENT PERSONNEL TO QUICKLY GAIN ACCESS TO BUILDINGS DURING AN EMERGENCY AND PREVENTS THE DAMAGE CAUSED BY FORCIBLE ENTRY. SCF REQUIRES A KEY ACCESS SYSTEM FOR ALL OCCUPANCIES IN WHICH THERE IS A FIRE PROTECTION SYSTEM SUCH AS: SPRINKLERS, FIRE ALARM, SPECIAL PROTECTION SYSTEMS, ETC., OR WHERE ACCESS AND OTHER CONDITIONS ARE DETERMINED TO BE UNDULY DIFFICULT. THIS IS BASED ON THE RATIONALE THAT RAPID AND EFFICIENT EMERGENCY OPERATIONS WILL BENEFIT THE OCCUPANT BY REDUCING PROPERTY DAMAGE. 11. ANY SPRINKLER COMPONENT, DEVICE, PIPING, ETC. THAT IS NO LONGER IN SERVICE OR NOT BEING USED SHALL BE REMOVED. THIS INCLUDES EXCESSIVE BRANCH LINE ARM -OVER PIPING SUPPLYING A SPRINKLER HEAD. 12. FIELD CHANGES IN THE SPRINKLER INSTALLATION FROM THE APPROVED DESIGN/PLAN MUST BE APPROVED BY THE SPRINKLER DESIGNER AND ACCEPTED BY THE FIRE CODE OFFICIAL VIA A PERMIT APPLICATION REVISION, 13. EXPOSED INSULATION LOCATED ABOVE SPRINKLER HEADS SHALL BE SUPPORTED BY A MINIMUM 24"X24" NON-COMBUSTIBLE WIRE MESH. 14. ALL PLANS AND CALCULATIONS SHALL BE STAMPED WITH A VALID WASHINGTON STATE CERTIFICATE SEAL IDENTIFYING THE APPROPRIATE LEVEL OF COMPETENCY, 15. ANTI -FREEZE SYSTEMS ARE PROHIBITED. 2 SPRINKLER RISER ROOMS 1. SPRINKLER RISER ROOMS FOR NFP 13ANB13RS TEMS SHALL BE LOCATED ON AN OUTSIDE WALL AT GRADE OR AS APPROVED BY THE FIRE CODE OFFIC L. 2. THE RISER ROOM SHALL CONTAIN ALL PRIN CONTROL VALVES, BACKFLOW ASSEMBLY (UNLESS PROHIBITED BY THE WATER PURVEYOR), FIRE PUMP, IF PROVI D, AND THE FIRE ALARM CONTROL PANEL(S). NO OTHER USES OR UTILITIES INCLUDING STORAGE SHALL BE ALLOWED IN THE RISER ROOM. 3. RISER ROOMS SHALL BE OF A SIZE THAT WILL ALLOW A MINIMUM OF 36" CLEARANCE ALONG THE FRONT OF ALL RISER(S) AND EQUIPMENT AND A MINIMUM OF AT LEAST 18" ON THE THREE REMAINING SIDES OF ALL SPRINKLER RISERS. PUMPS AND APPURTENANCES. 4. NIA 5. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "FIRE SPRINKLER CONTROL ROOM" SHALL BE PERMANENTLY AFFIXED TO THE EXTERIOR OF THE RISER ROOM DOOR AT A HEIGHT OF 72", OR AT A LOCATION APPROVED BY THE FIRE CODE OFFICIAL. 6. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "NO STORAGE" SHALL BE PERMANENTLY AFFIXED TO THE EXTERIOR OF THE RISER ROOM DIRECTLY BELOW THE "FIRE SPRINKLER CONTROL ROOM" SIGN. 7. AN ALL-WEATHER RED PLACARD WITH 2" WHITE LETTERING READING "NO STORAGE ALLOWED" SHALL BE PERMANENTLY AFFIXED TO AT LEAST ONE INTERIOR WALL OF THE RISER ROOM IN A READILY VISIBLE LOCATION. 8. A KNOX BRAND BOX SHALL BE INSTALLED ON THE EXTERIOR OF THE RISER ROOM DOOR AND AT THE MAIN ENTRANCE TO ALL BUILDINGS IN ACCORDANCE WITH SCF'S EMERGENCY ACCESS STANDARD. THE BOX SHALL BE INSTALLED AT A HEIGHT OF 60-72". BOXES ARE AVAILABLE AT WWW.KNOXBOX.COM. 9. RISER ROOMS SHALL BE PROVIDED WITH MAP(S) SHOWING WHAT AREAS OF THE BUILDING ARE COVERED BY THE SYSTEM(S). THESE MAP(S) SHALL INDICATE THE BUILDING LAYOUT, LOCATION OF ALL SPRINKLER ZONES, STANDPIPE OUTLETS, CONTROL VALVES, WATER -FLOW ALARM DEVICES, AND REMOTE DRAINS. ALL MAPS SHALL BE LEGIBLE, EASILY UNDERSTOOD. LAMINATED A MANENTLY ATTACHED TO THE WALL IN THE RISER ROOM. NFPA1 STEMS 1. IA 2. S KLER PROTECTION FOR R1 AND R2 SHALL BE PROVIDED TO ALL EXTERIOR BALCONIES. DECKS. EXTERIOR EGRESS PATHS. AND GROUND FLOOR PATIOS PROVIDED THERE IS A ROOF OR DECK ABOVE, SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALL BE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITH 1 INCH TO 6 INCHES BELOW THE STRUCTURAL MEMBERS AND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTED OF OPEN WOOD JOIST CONSTRUCTION. 3. NIA (SPRINKLER PROTECTION SHALL BE EXTENDED TO COMBUSTIBLE ATTICS OF R1 AND R2 OCCUPANCIES GREATER THAN THREE FLOORS IN HEIGHT.) 4. NIA FIRE DEPARTMENT CONNECTIONS 1. SHALL BE INSTALLED REMOTE FROM THE BUILDING OR AS APPROVED BY THE FIRE CODE OFFICIAL. 2. LOCATED OUT OF THE COLLAPSE ZONE, OR AS APPROVED BY THE FIRE CODE OFFICIAL. 3. IN AN APPROVED LOCATION ALONG A PUBLIC STREET OR FIRE APPARATUS ACCESS ROAD. 4. LOCATED WITHIN 50' OF A FIRE HYDRANT. 5. SHALL BE EQUIPPED WITH A 4" STORZ ADAPTER AND A 301120-DEGREE DOWNTURN. 6. BE PAINTED RED AND LABELED WITH THE BUILDING ADDRESS. PARTIAL SYSTEMS SHALL INDICATE THE AREA COVERED BY THE SYSTEM. 7. BE PROVIDED WITH ADDITIONAL SIGNAGE AS REQUIRED BY NFPA 13. TESTING MAINTENANCE 1. TESTING OF FIRE SPRINKLER SYSTEMS, FIRE PUMPS. STANDPIPES, SUPPRESSION SYSTEMS AND ASSOCIATED COMPONENTS/EQUIPMENT SHALL BE IN ACCORDANCE WITH THE APPROPRIATE NFPA STANDARD. 2. SERVICE PROVIDERS HIRED BY THE BUILDING OWNER ARE RESPONSIBLE FOR ELECTRONICALLY SUBMITTING COMPLETED ANNUAL CONFIDENCE TEST REPORTS OF SPRINKLER SYSTEMS, FIRE PUMPS. SUPPRESSION SYSTEMS, AND STANDPIPES TO THE APPROPRIATE FIRE PREVENTION OFFICES' ONLINE REPORTING SYSTEM WITHIN 14 DAYS OF THE COMPLETED INSPECTION. KNOX BRAND PRODUCTS ARE THE ONLY APPROVED KEY ACCESS SYSTEM FOR SOUTH COUNTY FIRE'S AREA OF RESPONSE, INCLUDING THE CITIES OF BRIER, EDMONDS. LYNNWOOD AND MOUNTLAKE TERRACE. SOUTH COUNTY FIRE'S EMERGENCY ACCESS STANDARD INCLUDES KNOX KEY BOXES, KNOX PADLOCKS, AND KNOX KEY SWITCHES. IN THIS PROCEDURE THE TERM KNOX BOX MAY REFER TO ANY OF THE THREE TYPES OF KNOX PRODUCTS LISTED ABOVE. EMERGENCY ACCESS REQUIREMENTS: A KNOX BOX SHALL BE PROVIDED AT THE MAIN ENTRANCE OF BUILDINGS WITH INTERIOR COMMON AREAS. AN ADDITIONAL KNOX BOX SHALL BE PROVIDED AT THE EXTERIOR ENTRANCE TO SPRINKLER RISER/FIRE ALARM CONTROL PANEL (FACP) ROOMS AND OTHER LOCATIONS DEEMED NECESSARY FOR BUILDING ACCESS. ONCE THE KNOX BOXES ARE RECEIVED, IT IS RECOMMENDED THAT THE CONTRACTOR/OWNER DISCUSS BOX PLACEMENT APPROVAL WITH A DEPUTY FIRE MARSHAL. TYPICALLY BOXES ARE LOCATED TO THE RIGHT OF THE MAIN ENTRANCE DOOR AND/OR FACP/FIRE RISER ROOM DOOR, BOXES WILL BE PLACED 5-6' ABOVE FINISHED GRADE. BUILDING OWNERS SHALL PROVIDE THE FOLLOWING KEYS DEPENDING ON THE REQUIREMENTS DETERMINED FOR THE PREMISES, AND MAY INCLUDE: 1. MAIN ENTRANCE (OR MASTER) 2. INTERIOR ACCESS (IF NO MASTER) 3. FIRE SPRINKLER RISER ROOM/FIRE ALARM CONTROL PANEL ACCESS 4. ELECTRICAL, MECHANICAL. AND ELEVATOR ROOMS 5. FIRE ALARM CONTROL PANEUMANUAL PULL STATIONS 6. ELECTRONIC/MAGNETIC KEY CARDS ON MULTIPLE -STORIED AND LARGER BUILDINGS, ADDITIONAL KEYS MAY BE NECESSARY, FOR INSTANCE, PROVIDING ROOF HATCH ACCESS OR. SETS OF KEYS ANTICIPATED FOR MULTIPLE FIREFIGHTING CREWS. THE BUILDING OWNER/CONTRACTOR SHOULD CONTACT THE FIRE PREVENTION OFFICE TO DISCUSS THE REQUIRED KNOX BOX(ES) FOR THEIR BUILDING/COMPLEX OR SITUATION, THE OWNER/CONTRACTOR WILL USE THE ONLINE ORDERING SYSTEM AT WWW.KNOXBOX.COM TO ORDER KNOX BOXES. A MORE DETAILED GUIDE FOR ORDERING IS AVAILABLE FROM THE FIRE PREVENTION OFFICE. SOUTH COUNTY FIRE'S REQUIRED KNOX BOXES INCLUDE THE 3200 SERIES BOXES WITH HINGE. FOR FACILITIES REQUIRING A LARGER NUMBER OF KEYS OR MAGNETIC CARDS ETC. A 4400 SERIES BOX MAY BE REQUIRED. GATES ACROSS FIRE DEPARTMENT ACCESS ROADS - N/A FIRE DEPARTMENT CONNECTION (FDC) ACCESS LOCKING CAPS ARE NOT REQUIRED FOR NEW OR EXISTING CONSTRUCTION. BUT MAY BE REQUIRED WHERE PROBLEMS OF THEFT AND/OR VANDALISM OCCUR. CONTACT THE FIRE PREVENTION OFFICE FOR MORE INFORMATION. SOUTH COUNTY FIRE - FIRE ALARM AND DETECTION STANDARD THE INFORMATION CONTAINED WITHIN THIS DOCUMENT DETAILS THE LOCAL AMENDMENTS TO THE INTERNATIONAL FIRE AND BUILDING CODES, NFPA 72, NFPA 70, WASHINGTON ADMINISTRATIVE CODE AND THE REVISED CODE OF WASHINGTON. THE MOST SPECIFIC AND/OR RESTRICTIVE PROVISION SHALL APPLY IF CONFLICTS OCCUR BETWEEN THE REQUIREMENTS FOUND IN THESE DOCUMENTS, AS DETERMINED BY THE FIRE MARSHAL. NOTHING IN THIS DOCUMENT SHALL PREVENT THE FIRE CODE OFFICIAL FROM MODIFYING THESE REQUIREMENTS AS NECESSARY. BASED ON CIRCUMSTANCES, TO PROVIDE AN ACCEPTABLE LEVEL OF PROTECTION. HOUSING HOPE we keep hope alive `DESIGNS northwest elf LIX ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 onrxa $'tA7E OF c0 N 0 00 LIJO� am Cn O Fz 0 Z m z p LLJ LU C� J z LU U) H- Fm Cj) LL LU MVa= H 0(y) N L0 Lu Q N + 00 I CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: FIRE CODE NOTES DESIGN AND INSTALLATION 1. WHEN A BUILDING IS REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, THE SYSTEM SHALL PROVIDE PROTECTION THROUGHOUT THE STRUCTURE OR AS APPROVED BY THE FIRE CODE OFFICIAL. SCALE: 2. ALL FIRE ALARM DESIGNERS SHALL PROVIDE ACCEPTABLE PROOF OF COMPETENCE. THIS SHALL BE ONE OF THE FOLLOWING: A DRAWN: Author VALID STATE OF WASHINGTON PROFESSIONAL ELECTRICAL, OR FIRE PROTECTION ENGINEER'S LICENSE, A VALID NICET III.OR IV CHECKED: Checker CERTIFICATION FOR FIRE ALARM SYSTEMS, OR A ESA/NTS CERTIFIED FIRE ALARM DESIGNER (CFAD) LEVEL III. PROJECT NO: 2021031 3. FIRE ALARM SYSTEMS SHALL BE INSTALLED AND MAINTAINED BY TRAINED AND QUALIFIED FIRE ALARM TECHNICIANS. ALL .00 TECHNICIANS SHALL BE LICENSED BY THE STATE OF WASHINGTON AND BE NICET II CERTIFIED. ALL ALARM COMPANIES AND CENTRAL STATIONS SHALL HAVE A CURRENT CITY BUSINESS LICENSE, 4. EACH INITIATION DEVICE SHALL REPORT TO THE FIRE ALARM CONTROL PANEL (FACP) INDEPENDENTLY VIA A SEPARATE ZONE SHEET: 5. (IDC) ON CONVENTIONAL SYSTEMS OR BY INDIVIDUAL ADDRESS (SLC) ON ADDRESSABLE SYSTEMS. SYSTEMS OUT OF SERVICE - FOR THE FIRST 48 HOURS, THE OWNER MAY PROVIDE A COMPETENT ADULT TO SERVE AS A FIRE WATCH (IMPLEMENT PER SOUTH COUNTY FIRE 'FIRE WATCH' PROCEEDURES AND INFORMATION). AFTER THE INITIAL 48 HOURS, T1 6 THE FIRE WATCH MUST BE PROVIDED BY A LICENSED AND BONDED PRIVATE SECURITY COMPANY UNTIL THE SYSTEM IS ■ RETURNED TO FULL SERVICE. THE OWNER MUST FURNISH THE FIRE MARSHAL WITH THE NAME AND CONTACT INFORMATION OF THE COMPETENT ADULT AND/OR SECURITY COMPANY WITHIN EIGHT HOURS OF IMPLEMENTING A FIRE WATCH. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 6. ACCEPTANCE TESTING - UPON COMPLETION OF WORK ON A NEW OR MODIFIED FIRE ALARM SYSTEM, IT SHALL BE PRE -TESTED BY THE INSTALLING TECHNICIAN AND AN ACCEPTANCE TEST SHALL BE PERFORMED IN THE PRESENCE OF FIRE PREVENTION PERSONNEL. THE REQUEST FOR THE ACCEPTANCE TEST SHALL BE MADE VIA THE CITY'S ONLINE PERMIT REQUEST SYSTEM WITHIN 24 HOURS AFTER THE COMPLETION OF THE WORK (OR WILL BE SUBJECT TO A $75.00/DAY FINE). `CITY OF LYNNWOOD ONLY 7. MONITORING - ALL FIRE ALARM SYSTEMS, FIRE DETECTION SYSTEMS, OR SPRINKLER SYSTEMS SHALL BE MONITORED BY A UL- LISTED, CENTRAL STATION FROM SCF'S APPROVED CENTRAL STATION LIST. MONITORING BY OTHER CENTRAL STATIONS IS NOT ALLOWED. THE CENTRAL STATION MONITORING THE FIRE ALARM SYSTEM SHALL ADVISE THE FIRE MARSHAL'S OFFICE IN WRITING OF ANY DISCONNECTION OF MONITORING A MINIMUM OF 10 DAYS PRIOR TO THE CANCELLATION. SYSTEMS OUT OF SERVICE AND UNRESOLVED FIRE ALARMS FOR MORE THAN 24 HOURS SHALL BE REPORTED TO THE FIRE MARSHAL'S OFFICE. 8. FIRE ALARM SYSTEM COMMUNICATORS - ALL FIRE ALARM SYSTEM COMMUNICATORS SHALL BE SUPERVISED BY THE FACP. 9. FIRE ALARM CONTROL PANELS (FACPS) - A. FACPS SHALL COMPLY WITH THE PROVISIONS OF NFPA 72 AND THIS STANDARD. ONLY FIRE ALARM COMPONENTS SHALL BE CONNECTED TO THE FIRE ALARM CONTROL PANEL. A. B. THERE SHALL BE ONLY ONE FACP ALLOWED PER BUILDING UNLESS OTHERWISE APPROVED BY THE FIRE CODE OFFICIAL. B. C. SYSTEMS AND THEIR COMPONENTS SHALL BE LISTED AND APPROVED FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. C. D. ALL NEW FIRE ALARM SYSTEMS SHALL BE ADDRESSABLE, AND EACH DEVICE SHALL HAVE ITS OWN ADDRESS THAT SHALL ANNUNCIATE TO AN APPROVED CENTRAL STATION. D. E. FIRE ALARM COMMUNICATION METHODS - ALL MEANS OF COMMUNICATION BETWEEN THE FACP AND THE CENTRAL STATION SHALL BE OF A METHOD APPROVED BY THE FIRE MARSHAL AND BE PROVIDED WITH A MINIMUM OF 24 HOURS STANDBY POWER. ONLY COMPONENTS THAT ARE SERVICEABLE BY A FIRE ALARM TECHNICIAN SHALL BE PART OF THE MEANS OF COMMUNICATION LOCATED ON THE PROTECTED PREMISES. THE FIRE MARSHAL SHALL MAINTAIN A LIST OF APPROVED COMMUNICATION MEANS. 10, RATE OF RISE HEAT DETECTORS SHALL BE USED IN ALL LOCATIONS, EXCEPT WHERE THEY WOULD INITIATE FALSE ALARMS, IN THESE INSTANCES, FIXED TEMPERATURE DETECTORS OR OTHER DEVICES MAY BE APPROVED. PULL STATIONS (1) ARE ONLY ALLOWED AT THE FACP. 11. THE INSTALLATION/UPGRADE OF A FACP SHALL REQUIRE ALL FIRE ALARM COMPONENTS TO MEET CURRENT FIRE ALARM STANDARDS. EXCEPTION: FACP REPLACEMENT OF THE SAME MAKE AND MODEL AS THE EXISTING PANEL WILL BE CONSIDERED AS A REPAIR. 12. ALL FIRE ALARM COMPONENTS SHALL BE UL LISTED FOR THEIR INTENDED USE. NO ONE SHALL PERFORM ANY MODIFICATIONS THAT WOULD VOID THE UL LISTING. 13. DETECTION SHALL BE PROVIDED IN ALL R1 AND R2 BUILDINGS WITH COMMON HALLWAYS AND AT THE TOP OF STAIRWAYS. 14. NOTIFICATION DEVICES SHALL BE INSTALLED IN EXISTING BUILDINGS/SUITES AS TO PROVIDE AUDIBILITY AND,/OR VISIBILITY AS REQUIRED AT THE TIME OF A TENANT IMPROVEMENT. FACP INSTALLATION/ REPLACEMENT/UPGRADE, OR A CHANGE OF USE. IN ADDITION. AT LEAST ONE A!V DEVICE SHALL BE INSTALLED ON THE EXTERIOR OF THE BUILDING FACING FIRE DEPARTMENT ARRIVAL. 15. SMOKE DETECTORS AND HEAT DETECTORS (SHUNT TRIP) SHALL BE INSTALLED AT THE TOP OF ELEVATOR SHAFTS AND IN ELEVATOR MACHINE ROOMS. SHUNT TRIP HEAT DETECTORS SHALL BE SUPERVISED BY THE FACP FOR INTEGRITY, 16. A MINIMUM OF 24 HOURS OF SECONDARY POWER SHALL BE PROVIDED FOR ALL FIRE ALARM CONTROL PANELS, NAC POWER SUPPLIES. TRANSMITTERS, COMMUNICATORS, ETC. 17. THE MEANS OF COMMUNICATION BETWEEN THE FACP AND CENTRAL STATION SHALL BE APPROVED BY THE FIRE CODE OFFICIAL AND BE SERVICEABLE BY THE FIRE ALARM TECHNICIAN. 18, FACPS AND APPROPRIATE PERIPHERALS SHALL MEET THE REQUIREMENTS IN UL864 STANDARDS WITH THE EXCEPTION THAT ANY NEW PANEL THAT HAS THE CAPABILITY TO CONNECT SECURITY SYSTEM DEVICES SHALL NOT BE ALLOWED. 19. DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FACP AND REPORT AS A SUPERVISORY SIGNAL. 20. ALL NEW FACPS SHALL BE INSTALLED IN THE FIRE RISER ROOM AND HAVE SIGNAGE STATING "FIRE ALARM" OR "FIRE ALARM CONTROL PANEL" AFFIXED TO THE OUTSIDE OF THE DOOR. SIGNS SHALL BE RED, WITH 2" WHITE LETTERS. 21. AN APPROVED KNOX KEY BOX IS REQUIRED TO ACCESS FACPS AND CAN BE ORDERED AT WWW KNOXBOX.COM. 22. FACPS SHALL BE LOCATED SO AS TO BE READILY ACCESSIBLE TO FIRE DEPARTMENT PERSONNEL. ALL RESET PROCEDURES SHALL MEET THE APPROVAL OF THE FIRE CODE OFFICIAL. TESTING AND MAINTENANCE 1. UPON COMPLETION OF A NEW OR MODIFIED FIRE ALARM SYSTEM, IT SHALL BE PRE -TESTED BY THE INSTALLING TECHNICIAN AND AN ACCEPTANCE TEST SHALL BE PERFORMED IN THE PRESENCE OF FIRE PREVENTION PERSONNEL. THE REQUEST FOR THE ACCEPTANCE TEST SHALL BE MADE VIA THE CITY'S INSPECTION REQUEST SYSTEM WITHIN 24-HOURS AFTER COMPLETION OF WORK (OR BE SUBJECT TO A $75.00 FINE). 'CITY OF LYNNWOOD ONLY 2. ALL FIRE ALARM SYSTEMS SHALL BE TESTED AND MAINTAINED AS PER NFPA 72. ANNUAL CONFIDENCE TESTS SHALL BE PERFORMED BY A STATE LICENSED AND NICET II CERTIFIED TECHNICIAN, OR ESA/NTS CERTIFIED ALARM TECHNICIAN (CFAT) LEVEL II IN FIRE ALARMS, IT SHALL BE THE RESPONSIBILITY OF THE BUILDING OWNER TO ENSURE THEIR CONTRACTED FIRE ALARM SERVICE COMPANY SUBMITS ALL FIRE ALARM CONFIDENCE TEST REPORTED TO THE DESIGNATED SERVICE VENDOR (WWW.TEGRISINC.COM) FOR REVIEW WITHIN 14 DAYS OF COMPLETION. HAVE ACCESS TO ALL AREAS OF PREVIOUS HOT WORK. MORE THAN ONE FIRE WATCH MAY BE REQUIRED FOR LARGE OR MULTI- LEVELSTRUCTURES. 4. FAILURE TO COMPLY WITH THESE REQUIREMENTS MAY RESULT IN AN IMMEDIATE STOP WORK ORDER UNTIL A RE -INSPECTION IS PERFORMED, AND THE SITE HAS BEEN DEEMED COMPLIANT. ROOFING OPERATIONS 1. SEE SECTIONS 303 AND 3317 OF THE 2015 INTERNATIONAL FIRE CODE. A. ASPHALT KETTLES SHALL BE LOCATED A MINIMUM OF 20 FEET FROM ANY COMBUSTIBLE BUILDING SURFACE, BUILDING OPENING, OR COMBUSTIBLE MATERIAL (INCLUDING TAR BALES). B. A PERIMETER BARRIER SHALL BE ERECTED TO FORM A MINIMUM 20-FOOT CLEAR ZONE FROM ALL SIDES OF THE ASPHALT KETTLE. THIS CLEAR ZONE IS TO BE IDENTIFIED BY THE PLACEMENT OF BARRIER TAPED ATTACHED TO TRAFFIC CONES OR OTHER STATIONARY OBJECTS. C. PLACEMENT OF THE KETTLE OR PERIMETER BARRIER SHALL NOT IMPEDE ACCESS TO OR EGRESS FROM THE BUILDING/PROPERTY OR IMPINGE ON THE WIDTH OF THE FIRE LANE WITHOUT APPROVAL FROM THE FIRE MARSHAL. D. FUEL CONTAINERS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM THE KETTLE AND BE SECURED AND PROTECTED FROM VEHICULAR DAMAGE. E. ONE DESIGNATED ATTENDANT. KNOWLEDGEABLE IN THE OPERATION AND SAFETY PROCEDURES OF THE ASPHALT KETTLE SHALL BE WITHIN 100 FEET OF THE KETTLE (ON THE SAME LEVEL) AND HAVE THE KETTLE CONSTANTLY IN VIEW DURING ITS OPERATION. F. A MINIMUM OF ON (1) 40-B: C FIRE EXTINGUISHER SHALL BE LOCATED WITHIN 25 FEET OF EACH ASPHALT KETTLE WHILE IT IS IN OPERATION. G. A MINIMUM OF ONE (1) 3A-40-B: C FIRE EXTINGUISHER SHALL BE LOCATED ON THE ROOF. - FIRE EXTINGUISHER(S) SHALL BE LOCATED SO ONE IS WITHIN 75 FEET OF TRAVEL DISTANCE FROM ANY AREA OF WORK. H. ALL ROOFING KETTLES SHALL BE EQUIPPED WITH AN OPERATIONAL TIGHT -FITTING LID. CUTTING/WELDING 1. SEE CHAPTER 35 OF THE 2015 INTERNATIONAL FIRE CODE. CUTTING/WELDING INCLUDES. BUT IS NOT LIMITED TO: A. ELECTRIC OR GAS WELDING B. CUTTING OR GRINDING THAT CREATES SPARKS OR EMBERS: OR C. SIMILAR ACTIVITIES 2, THE PERSON RESPONSIBLE FOR THE HOT WORK AREA SHALL PERFORM A PRE -WORK INSPECTION TO IDENTIFY AND REMOVE OR ADEQUATELY PROTECT ANY COMBUSTIBLES, CHECK ALL EQUIPMENT FOR GOOD REPAIR AND OPERATING CONDITION, AND ASSURE THAT APPROVED ACTIONS HAVE BEEN TAKEN TO PREVENT ACCIDENTAL ACTIVATION OF SUPPRESSION AND DETECTION EQUIPMENT. 3. A "PRE -HOT WORK CHECK REPORT' FORM SHALL BE COMPLETED, POSTED WITH THE HOT WORK PERMIT, AND MAINTAINED ON SITE FOR A MINIMUM OF 48 HOURS AFTER WORK IS COMPLETED. 4. A DEDICATED FIRE WATCH SHALL BE PROVIDED DURING ALL HOT WORK ACTIVITIES AND FOR A MINIMUM OF 30 MINUTES AFTERWARDS, WORK AREAS THAT CONTAIN A HORIZONTAL OR VERTICAL VISUAL OBSTRUCTION THAT PROHIBITS A SINGLE INDIVIDUAL FROM OBSERVING THE ENTIRE AREA SHALL REQUIRE ADDITIONAL PERSONNEL, 5. EACH FIRE WATCH SHALL HAVE A MINIMUM 2A:20-B: C FIRE EXTINGUISHER AVAILABLE WITHIN 30 FEET OF ANY HOT WORK ACTIVITY. 6. CUTTING/WELDING SHALL NOT BE PERFORMED IN AN EXISTING BUILDING IF THE FIRE SPRINKLER SYSTEM IS IMPAIRED. 7. WARNING SIGNS STATING "CAUTION: HOT WORK IN PROGRESS. STAY CLEAR," SHALL BE PROVIDED IF THE HOT WORK AREA IS ACCESSIBLE TO ANYONE OTHER THAN THE PERSON(S) CONDUCTING THE WORK. 8. OPENINGS OR CRACKS IN WALLS, FLOORS, DUCTS. SHAFTS. AND OTHER SIMILAR AREAS SHALL BE SEALED OR PROTECTED TO PREVENT SPARKS FROM REACHING COMBUSTIBLE BUILDING COMPONENTS, 3. MAINTENANCE AND REPAIR ARE THE RESPONSIBILITY OF THE BUILDING OWNER. FIRE ALARM SYSTEMS SHALL ALWAYS BE KEPT OPERATIONAL. TROUBLE CONDITIONS SHALL BE CORRECTED OR RESOLVED WITHIN 24 HOURS. NOTIFICATION SHALL BE IN WRITING AND SHALL BE THE RESPONSIBILITY OF THE CENTRAL STATION. SOUTH COUNTY FIRE - FIRE SAFETY DURING CONSTRUCTION STANDARD WATER SUPPLY FOR FIRE PROTECTION • AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE. (3312.1) • ANY HYDRANT NOT IN SERVICE SHALL BE BAGGED WITH BLACK PLASTIC AND SECURED AGAINST REMOVAL. • THE FIRE INSPECTOR SHALL BE NOTIFIED 48 HOURS PRIOR TO ANY SHUT DOWN OF NEARBY WATER SOURCES OR ROADWAYS FIRE REPORTING • THE SITE ADDRESS AND FIRE DEPARTMENT EMERGENCY TELEPHONE NUMBER SHALL BE POSTED AT THE MAIN ENTRANCE TO THE SITE, IN GUARD SHACKS AND IN THE CONSTRUCTION SITE OFFICE (3309.1) FIRE DEPARTMENT ACCESS • THE SITE ADDRESS AND FIRE DEPARTMENT EMERGENCY TELEPHONE NUMBER SHALL BE POSTED AT THE MAIN ENTRANCE TO THE SITE, IN GUARD SHACKS AND IN THE CONSTRUCTION SITE OFFICE (3309.1). ADDRESS IDENTIFICATION CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL NOT BE SPELLED OUT. EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH 12.7 MM). • MANUALLY OPERATED GATES SHALL BE PROVIDED WITH A KNOX BRAND PADLOCK. • ELECTRONICALLY OPERATED GATES SHALL BE PROVIDED WITH AN OPTICOM RECEIVER AND KNOX KEY SWITCH • POINTS OF EMERGENCY VEHICLE ACCESS SHALL BE DESIGNATED WITH SIGNAGE, MINIMUM 24" BY 36", RED BACKGROUND WITH MINIMUM 4" TALL WHITE LETTERING STATING "FIRE DEPARTMENT ACCESS" • ADDRESS NUMBERS SHALL BE VISIBLE FROM THE STREET AND LOCATED AT THE DESIGNATED FIRE ACCESS POINTS • APPROVED VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. (3310.1). EGRESS • WHERE BUILDING CONSTRUCTION EXCEEDS 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, A TEMPORARY OR PERMANENT STAIRWAY SHALL BE PROVIDED. AS CONSTRUCTION PROGRESSES. SUCH STAIRWAY SHALL BE EXTENDED TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. FIRE PROTECTION • N/A (NFPA 14 STANDPIPE SYSTEMS NIA DUE TO R-2, 3 STORIES, LEVEL 3 FF < 30'. IBC SECTION 905.3) - IN BUILDINGS REQUIRED TO HAVE STANDPIPES NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED PRIOR TO CONSTRUCTION EXCEEDING 40 FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPES SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT LOCATIONS ADJACENT TO STAIRWAYS. AS CONSTRUCTION PROGRESSES, SUCH STANDPIPES SHALL BE EXTENDED TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. (3313.1). • FIRE DEPARTMENT CONNECTIONS SHALL BE DESIGNATED WITH SIGNAGE, MINIMUM 24" BY 24", RED BACKGROUND WITH MINIMUM 6" TALL WHITE LETTERING STATING 7DC." • PORTABLE EXTINGUISHERS • PORTABLE FIRE EXTINGUISHERS WITH AT LEAST 2A:10BC RATING SHALL BE PROVIDED. AT EACH STAIRWAY ON ALL FLOOR LEVELS, IN EVERY STORAGE AND CONSTRUCTION SHED. WHERE SPECIAL HAZARDS EXIST INCLUDING THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS, FIRE PREVENTION PROGRAM • THE OWNER SHALL DESIGNATE A PERSON TO BE THE FIRE PREVENTION PROGRAM SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR THE FIRE PREVENTION PROGRAM AND ENSURE THAT IT IS CARRIED OUT THROUGH COMPLETION OF THE PROJECT. • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DEVELOP AND MAINTAIN AN APPROVED PRE -FIRE PLAN. • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DETERMINE THAT ALL FIRE PROTECTION EQUIPMENT IS MAINTAINED AND SERVICED IN ACCORDANCE WITH THE INTERNATIONAL FIRE CODE. THE QUANTITY AND TYPE OF FIRE PROTECTION EQUIPMENT SHALL BE APPROVED. FIRE PROTECTION EQUIPMENT SHALL BE INSPECTED IN ACCORDANCE WITH THE FIRE PROTECTION PROGRAM. • THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL BE RESPONSIBLE FOR SUPERVISING THE PERMIT SYSTEM FOR HOT WORK OPERATIONS IN ACCORDANCE WITH CHAPTER 35, FIRE WATCH • A FIRE WATCH SHALL BE PROVIDED DURING NONWORKING HOURS FOR NEW CONSTRUCTION EXCEEDING 40 FEET IN HEIGHT ABOVE LOWEST ADJACENT GRADE (3304.5.1). • TRAINED PERSONNEL SHALL BE PROVIDED TO SERVE AS AN ON -SITE FIRE WATCH. THE COMBINATION OF FIRE WATCH DUTIES AND SITE SECURITY DUTIES IS ACCEPTABLE, FIRE WATCH PERSONNEL SHALL BE TRAINED IN THE USE OF PORTABLE FIRE EXTINGUISHERS. (3304.5.2). • THE FIRE WATCH PERSONNEL SHALL KEEP A RECORD OF ALL TIME PERIODS OF DUTY. INCLUDING A LOG ENTRY EACH TIME THE SITE WAS PATROLLED AND EACH TIME A STRUCTURE UNDER CONSTRUCTION WAS ENTERED AND INSPECTED. THE RECORDS AND LOG ENTRIES SHALL BE MADE AVAILABLE FOR REVIEW BY THE FIRE CODE OFFICIAL UPON REQUEST. (3304.5.3). FLAMMABLE AND COMBUSTIBLE LIQUIDS • SHALL BE KEPT IN CLOSED CONTAINERS, OF NOT MORE THAN 5 GALLONS CAPACITY, HAVING A FLASH ARRESTING SCREEN, SPRING -CLOSING LID AND SPOUT COVER AND SO DESIGNED THAT IT WILL SAFELY RELIEVE INTERNAL PRESSURE WHEN SUBJECTED TO FIRE EXPOSURE. (3305.5) (OSHA, 29 CFR 1926.155(I). HOT WORK • OPERATIONAL PERMITS ARE REQUIRED, OBTAIN A PERMIT FROM THE APPROPRIATE CITY BUILDING DEPARTMENT. • OPERATIONS SHALL COMPLY WITH IFC CHAPTER 35 AND THE SOUTH COUNTY FIRE HOT WORK STANDARD. WASTE MATERIALS • COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE ACCUMULATED WITHIN BUILDINGS. (3304.2.2). • COMBUSTIBLE DEBRIS. RUBBISH AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH SHIFT OF WORK. (3304.2.3). • RUBBISH CONTAINERS WITH A CAPACITY EXCEEDING 5.33 CUBIC FEET (40 GALLONS) SHALL HAVE TIGHTFITTING OR SELF - CLOSING LIDS. SUCH RUBBISH CONTAINERS SHALL BE CONSTRUCTED ENTIRELY OF NONCOMBUSTIBLE MATERIALS (3304.2.3). • MATERIALS SUSCEPTIBLE TO SPONTANEOUS IGNITION, SUCH AS OILY RAGS, SHALL BE STORED IN A LISTED DISPOSAL CONTAINER (3304.2.4). • BURNING OF CONSTRUCTION DEBRIS. RUBBISH AND WASTE IS PROHIBITED. TEMPORARY HEATING EQUIPMENT • TEMPORARY HEATING DEVICES SHALL BE LISTED AND LABELED. THE INSTALLATION. MAINTENANCE AND USE OF TEMPORARY HEATING DEVICES SHALL BE IN ACCORDANCE WITH THE LISTING AND THE MANUFACTURER'S INSTRUCTIONS. • REFUELING OPERATIONS FOR LIQUID -FUELED EQUIPMENT OR APPLIANCES SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 5705. THE EQUIPMENT OR APPLIANCE SHALL BE ALLOWED TO COOL PRIOR TO REFUELING. • CLEARANCE TO COMBUSTIBLES FROM TEMPORARY HEATING DEVICES SHALL BE MAINTAINED IN ACCORDANCE WITH THE LABELED EQUIPMENT. WHEN IN OPERATION. TEMPORARY HEATING DEVICES SHALL BE FIXED IN PLACE AND PROTECTED FROM DAMAGE, DISLODGEMENT OR OVERTURNING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DEFFERED SUBMITALS • NO INSTALLATION/WORK ON FIRE SYSTEMS WITHOUT APPROVED PLANS. INSPECTIONS • CALL FOR FIRE INSPECTION PRIOR TO DELIVERY OF COMBUSTIBLES ON TO THE SITE. SOUTH COUNTY FIRE - HOT WORKS STANDARD GENERAL 1. A SITE -SPECIFIC SAFETY PLAN SHALL BE DEVELOPED IF REQUESTED BY THE FIRE MARSHAL. 2. FIRE EXTINGUISHER(S) SHALL BE IN READY CONDITION AND MUST HAVE BEEN SERVICED WITHIN THE PAST 12 MONTHS WITH A SERVICE TAG ATTACHED. ACCESS PATHS TO FIRE EXTINGUISHER(S) SHALL NOT INCLUDE LADDERS, STAIRS, OR ADJACENT BUILDING LEVELS. 3. A DEDICATED FIRE WATCH SHALL CONTINUE FOR A MINIMUM OF 30 MINUTES AFTER THE CONCLUSION OF WORK. THE INDIVIDUAL ASSIGNED AS FIRE WATCH SHALL HAVE TELEPHONE COMMUNICATIONS, BE CAPABLE OF OPERATING A FIRE EXTINGUISHER, AND HOUSING HOPE we keep hope alive `DESIGNS northwest elf LIX ARCHITECTS 360. 629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 onrxa $'tA7E OF co N O 00 LIJO� am Cn 07 O Fz Z i Z 0 p Lu LU C� J z LU U) H- Fm Cj) LL LU z M Va= H- O Ja (y) N L0 Lu Q N + 00 I CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description CONTENTS: FIRE CODE NOTES SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: T1 7 ■ CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 32min 32min 1' 2' 3' 4' 5' 6' GENERAL ACCESSIBILITY NOTES: NOTES: 815 875 HOUSING 39-41 � 1. SIGNAGE FOR ACCESSIBLE ELEMENTS PER IBC 1110. 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON ' 990-1040 1' SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. HOPE 54 min E r<2 36 min 90° (b)SYdlrg Door 2. COLOR PER IBC STATE 12 max 137D °D 915 12 min AMENDMENTS 1101.2.9 (WAC we kee hope alive 305 24 min 305 51-50 1101.2.9). 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND p p 42 min 610 2' (WHITE ON BLUE BACKGROUND). EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 1085 3. SYMBOL PER ICC/ANSI A117.1 lo 2 (a) Hinged Door SECTION 703.6.3.1. H D G I I R S C Y T T I I 4. SIGNAGE CONSTRUCTION & REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI A117.1 Section 609.4� i �0 3 DETAILS PER ICC/ANSI A117.1 Q 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS 4► v T PIJ °J 3815n Nm SECTION 703. E R O A E O E, P H F A L, E / R , A E I E A ,y of M $ m $I ° 1000MPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S 17 O i t 11 W e S t M rn `y } 36 min 4 CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. ARCHITECTS 915 (c) Folding Door 360.629.3441 (d) Doorways without Doors 4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO P.O. Box 10031 SR 532, 532, Suite B ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. Stanwood, ns 9s292 FIg.404.2.2 `5 ww.designsnw.com Fig. 604.5.1 Fig. 604.5.2 Clear Width of Doorways Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet 3" WIDE PAINT STRIPE TRAFFIC Table 404.2.3.1-Maneuvering Clearances at Manual Swinging Doors LINE, WHITE ON U X 6' BLUE 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 6' BACKGROUND CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER 153/4 TYPE OF USE MINIMUM MANEUVERING CLEARANCES RECOMMENDATIONS. 400 Fig 703.6.3.1 Approach Door Side Perpendicular to Doorway Parallel to Doorway (beyond latch ■ 6. INSULATE HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES AND SINKS TO Direction unless noted) From front Pull 60 inches (1525 mm) 18 inches {455 mm) International Symbol of CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. r c I I i architecture resource collaborative II From front Push 48 inches 1220 mm 0 inches 0 mm)3 Accessibility 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE From hinge side Pull 60 inches (1525 mm) 36 inches (915 mm) STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL E � From hinge side Pull 54 inches (1370 mm) 42 inches (1065 mm) ACCESSIBLE SYMBOL ACCESSIBILITY STANDARDS. 119 MAIN ST, STE #200 I N From hinge side Push 42 inches 1065 mm 22 inches -%0 mm 21 SEATTLE, WA 98104-2579 1 n 2 38d SCALE: N.T.S. I From latch side Pull 48 inches (1220 mm) 24 inches (610 mm) (206) 322-3322 II I i From latch side Push 42 inches (1065 mm)2 24 inches (610 mm) V 'Add 6 inches (150 mm) if closer and latch provided. 3Add 12 inches (305 mm) beyond latch if closer and latch provided. r 2Add 6 inches (150 mm) if closer provided. 4Beyond hinge side. F- \^I�- I 60 25 is V 10111111 ' 18 min I - - - - - - - - - - 7 1 455 455 i I _ jj _ I 'If ttnlh closer and latch are provided i II 18 min � � � - - - s I �wvj c i - -, 230 E 18 min - i ------ E 445 �� r- 1 R RED $ E 1 445 I m r Fig. 604.5.3 -- -J --- E r ----__---- - 12min• I EN X>8 ► ) I c Swing -up Grab Bar for Water Closet 305 i 205 �` i i p E �R a max 17 - 25 I L j r R�� 4 to 4.8 perimeter 750 490-05 (a) (a) Circular DOE N 100 - 120 (0) (°) a) Front Approach, Pull Side (b) Front Approach, Pull Side 6lavallon Plan ( Push Side Fig.3Flo VV OF NM Size of Clear Floor Space _ _ _ 11/ a Cleag. rance -------� r 60 min p L 30 min J 2 Toe Clearance 1525 11/4 - 2 2 max a min 12 min 32-51 51 ' n Jilt i- - - - - - - - - - - - -- ---� c 305 E o---------- i 780 E " ` °� i t� °E° i E (e) Fortlrard N L I I c o X> 8 E '� E r. 205 2' I °7 E c��lL- ----- L- to r----o m'� 42 min T' -- 24 min c- m � I .36in 1005 E 8S 9 min I E11/42 min tv23o I --------------JI ^�_---- �" I ) 00 38 (a) Circular (b) (C) (c) Hinge Approach, Pull Side (d) Hinge Approach, Pull Side f- : I 36 min 0') LU Noncircular 12 min 915 12 min LIJII 25 max ' If both closer and latch are provided 305 305 L 48 min L Q 636 '" 48 min (1220) if both closer and latch provided (c) 11 min Push Side, Door Provided Fig. 609.2 Fig. 609.3 280 12 min' *54 min (1370) if closer is provided Push Side with Both Closer and Latch (b) T.shaped (b) Parallel ------ O Size of Grab Bars Spacing of Grab Bars ElevationP(Iban 305 Fig. 404.2.3.4 Fig. 304.3 Fig. 305.5 Z Fig. 306.3 1 Maneuvering Clearance at Recessed Doors Size of Turning Space Position of Clear Floor Space Knee Clearance ; I 22 min >= oLiminACCESSIBLE GRAB BARS ACCESSIBLE LAVATORY;�5��o ACCESSIBLE RECESSED DOORS WHEELCHAIR SPACE DIAGRAMS = Z oIw52 SCALE: N.T.S. 42 SCALE: N.T.S. ------ --- 22 SCALE: N.T.S. 12 SCALE: N.T.S. UJ (s) Hings Approach, (1) Latch Approach, Pull Side 0 J Other fixtures not allowed Push Side 4 max T11111MM within this area 100 ZWw r LU--;r- 1 j� 1�IwcN X w24 min i E o E N A AOf 610 aU) Lim ao N X xL--I(nM�� II (g) Latch Approach, L J i9 '48 min (1220) Push Side rf closer is provided 1/ ftlex 915 n J co 2 ---- -13 00 N i() x x {a) Forward Approach N 80 min L I _ �187_ Fig. 404.2.3.1 ' 1525 Maneuvering Clearance at Manual Swinging Doors 17 max 405 - 455 r � Fig.604.3 a � - 430 Size of Clearance for Water Closet x A e ---, Fig.302.2 x E c4 ) c Carpet on Floor Surfaces ( x X CONSTRUCTION E 12 min 305 g, Section 609.3 ® N c predominant direction of travel Fig. 3o7.z - J - DOCUMENTS rr E Limits of Protruding Objects 60 min (a) (b) s 1525 Wall Hung Type �p Type h R o (b) Parallel Approach Fig. 605.2 17-19 T ISSUE DATE: DECEMBER 2022 a3o-a65---------- � Fig.305.7 Height of Urinals Maneuvering Clearance in an Alcove long dimension ern -s 7-9 perpendicular to REVISION SCHEDULE 180 - 230 180 - 230 (a) (b) (a) Below Grab Bar (b) Above Grab Bar Front Approach Side Approach direction of travel 4 max 4 max Fig.404.2.3.3 100 100 # Date Description ACCESSIBLE URINALS ACCESSIBLE TOILET Maneuvering Clearance at Doorways without Doors EN 2 01-25-2023 PERMITRESUBM. 1/2 max la) � 53 SCALE: N.T.S. 43 SCALE: N.T.S. 13 4 max 4 max Fig.302.3 100 100 ��-- Openings in Floor Surfaces 4-] E'o` -- 1/4 max t 6.4 MO 80 min i � 4 max 4 max 1525 E r 100 100 1�� 60 min / Nx > � E 42 min 42 min 36 min 36 min 1525, Fig. 303.2 2 R' 1065 1085 915 915 14" IN. b Carpet on Floor Surfaces E x> 12 °� (a) 8 N m x> 305 X< 48 X< 48 1/4N. 1220 1220 (b) SA1 � 1/2 (b) a b CONTENTS: ° o Ki ° 0Ld 13 180 Degree Turn1eo Degree Tum Fig. 307.3 (Exception) ADA DETAILS O ww _J O a X 1 X X o X I- w O Q /4 Post -Mounted Protruding Objects Q Q= m om Q w Q 1 :26.4 Fig. 403.5.1 O Q O � L� _ -- Clear Width at Turn =w� _ mwiY x ,'eomin��� min 24 max O a-O N g G gg 1525 (a) e124 o ax �2ia 810 Z I--~ O E t� 1/4- 112 r FIN. FLOOR t` 6A-13 1 2 BEEN SCALE: v s DRAWN: Author e I x Nam CHECKED: Checker TOILET TOI LET SEAT PAPER TOWEL SANITARY SOAP M I RROR FIRE URINAL (b) I PROJECT NO: 2021031.00 TISSUE COVER DISPENSER NAPKIN DISPENSER EXTINGUISHER DISPENSERS DISPENSER DI5P. (Fig.303.3 Fig.307.4 Fig. 404.2.5 Fig. 403.5 Two Doors in a Series Beveled Changes in Level Reduced Vertical Clearance Clear Width of an Accessible Route ACCESSIBLE MOUNTING HEIGHTS ACCESSIBLE DOORS ACCESSIBLE PATH OF TRAVEL WHEELCHAIR ROUTE DIAGRAMS 54 SCALE: NTS 34 SCALE: N.T.S. 24 SCALE: N.T.S. 1 SCALE: N.T.S. T 18 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS GENERAL ACCESSIBILITY NOTES: AM\ 4� HOUSING NOTES: a5° r is min 1. ONE, OF EVERY SIX ' ACCESSIBLE PARKING STALLS 1. REFER TO CIVIL AND ARCHITECTURAL SITE PLANS FOR FURTHER INFORMATION ON HOPE PROVIDED, SHALL BE DESIGNED SITE IMPROVEMENTS, ADJACENT FLATWORK AND ADJACENT GRADES TO THE BUILDING. 0 0 0 Q 0 AND INSTALLED AS A "VAN" we keep hope alive 2 0 0 Q U U 0 ACCESSIBLE BARRIER FREE 2. REFER TO FLOOR PLANS, DOOR SCHEDULE AND TYPES, WINDOW TYPES, AND tactile characters centered C-� PARKING STALL. [IBC 1106.51 EXTERIOR ELEVATIONS FOR FURTHER INFORMATION. 2 18 min 2. CAR PARKING SPACES 455 SHALL BE 96" MIN. IN WIDTH AND H D G I I R S U Y T T I I Fig.703.3.11 0 0 VAN PARKING SPACES SHALL BE REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS AND ICC ANSI A117.1 L 132 min L 96 min Location of Tactile Signs at Doors 3350 0 132" MIN. WIDTH W/ AN 2009. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACCESSIBLE PLUMBING FIXTURES, DESIGNS Fig.502.2 ADJACENT 60" WIDE ACCESS E R O A E 0 E, P H F A L, E / R A E I E A n o r t h w e s t Vehicle Parking Space Size AISLE. [ICC/ANSI A117.1 502.1, COMPLY WITH THIS CODE. THESE DETAILS ARE SHOWN FOR THE CONTRACTOR'S access aisle serving access aisle serving 502.2, 502.3 & 502.41 ARCHITECTS carpsrkingspaces venparkingsrvin CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION.00, AREA 3. ACCESS AISLES SHALL 360.629. 3441 P.O. Box 1270 0 0 0 0 0 0 EXTEND THE FULL LENGTH OF 10031 SR 532, Suite B REFUGE4. CONTRACTOR TO PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO Stanwood, WA 93292 0 8 0 0 0 THE PARKING STALL AND SHALL ACCOMMODATE INSTALLATION OF ACCESSIBLE ACCESSORIES AND EQUIPMENT. w w w.designsnw.com 0 0 BE MARKED SO AS TO 0 © 0 I DISCOURAGE PARKING IN THEM. area to :0 be ICC/ANSI Al 17.1 502.4.4 5. RESTROOM ACCESSORIES TO BE SURFACE MOUNTED. MOUNT DISCHARGE AND 0 0 be � � � � 0 � [ ] E £ 0 Q 0 0 mares 0 Q mad�tl 0 0 4. THE IDENTIFICATION SIGN AT CONTROLS AS SHOWN FOR ACCESSIBILITY AND INSTALL PER MANUFACTURER $ 0 0 0 Q 0 0 THE HEAD OF THE BARRIER RECOMMENDATIONS. 0 0 0 0 0 0 FREE PARKING STALL MUST NOT Q 0 BE LESS THAN 5'-0" ABOVE THE 6. INSULATE HOT WATER PIPES AND DRAINPIPES UNDER LAVATORIES AND SINKS TO r c Bo min somin PARKING SURFACE. [ICC/ANSI CONFORM TO ACCESSIBILITY REQUIREMENTS OF THIS CODE. Note, For Braille mounting height see Section 703.4.5 1526 t525 Al 17.1 502.71 architecture resource collaborative Fig.703.3.10 Fig. 502.4 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE Height of Tactile Characters above Floor or Ground Parking Space Access Aisle STANDARDS AND DETAILS SHOWN, AS WELL AS WITH CURRENT STATE AND LOCAL 119 MAIN ST, STE #200 ACCESSIBLE ROOM SIGN ACCESSIBLE PARKING ACCESSIBILITY STANDARDS. SEATTLE, WA 98104-2579 41 SCALE: N.T.S. SCALE: N.T.S. (206) 322-3322 12" PAINTED METAL SIGN - WHITE LETTERS loll 10 10" o AND INTERNATIONAL SYMBOL OF ACCESSIBILITY ON BLUE BACKGROUND _ MECHANICAL/ _ WORDED "STATE DISABLED PARKING ELECTRICAL MECHANICAL p -Ro EL R M PERMIT REQUIRED" ATTACH TO WALL OR11�� L.� ROOM ATTACH TO SIGN POST (5'-0" MIN. FROM B.O. SIGN TO PARKING SURFACE) _I o I- • 2" DIAM. GALV. STEEL SIGN POST, CAPPED ELECTRICAL / MECHANICAL ROOM SIGNAGE io & PAINTED (WHERE OCCURS) DW „ A. STATE DISA LED 8" 6" 5" 8" "VAN ACCESSIBLE" SIGN AS APPLICABLE - � lWW% PARKING PERMIT ATTACH TO WALL OR ATTACH TO SIGN ONE �ff4�7f1 MAXIMUM POST (5'-0" MIN. FROM B.O. SIGN TO .- 51 PARKING SURFACE) 00 L� UNISEX MEN WOMEN EXIT UNX REQUIRED _ _ NOTES: L` 1. AREA OF SIGN TO BE A MIN. OF 70 SQ. Lq I—o PROVIDE BRAILLE INCHES. 2. IDENTIFICATION SIGN TO BE CENTERED CD CN AT THE HEAD OF THE ACCESSIBLE PARKING O OCC. LOAD, RESTROOM SIGNS & EXIT ACCESS SIGNS (FOR AREAS OTHER THAN RESTROOMS) MEN VAN ACCESSIBLEo STALL AND AS SHOWN ON THE � ee. o ARCHITECTURAL SITE PLAN. UJ 3. SIGN TO MEET THE REQUIREMENTS OF Q PER WAC 51-50 ACCESSIBLE SIGNAGE TO BE CENTERED 60" FROM FINISH FLOOR ON LATCH SIDE IBC 1110.1 & ICC/ANSI A117.1 SECTION 502.7. OF DOOR. Fig.703.5 4. ACCESSIBLE PARKING SPACES SHALL a CHARACTERS AND SYMBOLS SHALL HAVE A HIGH CONTRAST WITH THEIR BACKGROUND. SIGN SHALL Pictogram Field BE IDENTIFIED WITH A SIGN WITH THE MIN. Uj HAVE WHITE CHARACTERS, SYMBOLS, BRAILLE AND LETTERS ON A BLUE BACKGROUND HEIGHT OF 60 INCHES TO THE BOTTOM OF O Z THE SIGN. [ICC/ANSI 117.1-2003] 2 = Z 52 ACCESSIBLE SIGNAGE 42 ACCESSIBLE RESTROOM SIGN 22 ACCESSIBLE PARKING SIGNAGE 0 C� w SCALE: NTS SCALE. N.T.S. SCALE: 1"=1'-0" (N.T.S.) mill Distance between dots adjoining surface 20 12 U) Distance between In adjacent calls 5 max 15 min maximum slope curb ramp maximum Z LU dots In the same cell 1 1 Single Braille cell 125 380 slope w Distance between 0 i--- C)\j - dots in in the same cell i 290 0 1 0 0 i -- - Fig.406.2 vJ Distance between Q 0I 0 0 i d - Counter Slope of Surfaces Adjacent to Curb Ramps M corresponding dots from ----- one cell directly below Blank cell space --- between words I L 8 in 17-25 0 0 01, Raised dot -- J 50 430-635 a.' M 36 min 915 N Dot diameter 10 0, 00 (a) Forward Approach t■) (b) Section 4D6.7 Lo 1 Plan 0 �0-0 C] No raised dot Fig 306.2 00 r 9• Toe Clearance LU Fig. 703.4.3 05 Braille Measurement 31/2 max 2tmin o Table 703.4.3- Braille Dimensions ECONSTRUCTION ■� Measurement range Minimum In Inches Maximum in inches 4.in Dot base diameter 0.059 1.5 mmj to 0.063 1.6 mm) Eg mti + flared sides 1:10 max slopeDOCUMENTS Distance between two dots in the same cell 0.090 (2.3 mm) to 0.100 (2.5 mm) o N 230 FIg. 406.3 Distance between corresponding Sides of Curb Ramps tlots in adjacent cells'0.241 (6.1 mmj to 0.300 (7.6 mrrt) Fig.308.2.1 Dot height 0.026(0.6mm)to0.037(0.9mm) ISSUE DATE: DECEMBER 2022 Unobstructed Forward Reach/ Distance between correspondin dots 25 mtax(a) from one cell directly below 0.395 (10.0 mm) to 0.400 (10.2 mm) 035 planting20max Measuedcen[er[ocener area 24min 510 2� (b) Parallel Approach (a) (b) 610 REVISION SCHEDULE Elevation Plan Fig. 602.5 Fig. 306.3 Drinking Fountain Spout Location Knee Clearance # Date Description AR OF ACCESSIBLE DRINKING FOUNTAIN 2 01-25-2023 PERMIT RESUBM. c N 48 min 48 min E ARY 1220 1220 33 Cn to N SCALE: N.T.S. Eplanting area 12 min 4 mint,305 610 12 win N � 306 10 max. (b) m l 255 �>510 - 635 3/8 min (a) (b) Fig. 308.3.1 s. % r ; it % 9.5 Fig. 406.10 Fig. 308.2.2 Diagonal Curb Ramps Unobstructed Side Reach Obstructed High Forward Reach 3(8 min 9.5 0.65 min 1.6 - 2.4 Fig. 703.3.5 98.5 41 -61 FIg. 505.10.1 Character Height N °p 36 min Top and Bottom Handrail Extensions at Ramps Fig. 703.4.4 ro 915 CONTENTS: 7E:11 EQI Position of Braille Q b � a 5096-6596 N r base diameter 32 - 36 min 112min ,2 min ADA DETAILS 305 po � to _ o ui �--, 48 min sos to N to Table 703.2.4-Visual Character Height O 0 (Section 403.5) j 1220 04 Height above Floor to Baseline of Horizontal Viewing Distance Minimum Character Height 0 O O O �- (a) Extended surface (b)Curb or Sorrier Character 0.9 - 1.4 FIg. prat Less than 6 feet (183(l mm) '/ inch (16 mm) O O O O 23 - 1. Ramp Edge Protection 05.9 40 inches (1015 mm) to less than or % inch (16 mm), plus '/. inch (3.2 60 min 60 min gin equal to 70 inches (1780 mm) 6 feet (1830 mm) and greater mm) per foot (305 mm) of viewing 1525 1525 1525 SCALE: distance above 6feet 1830mm) (a) Plan (b) Elevation (Enlarged) 10 max. �10 - 24 Less than 15 feet (4570 mm) z inches (si mm) DRAWN: Author Greater than 70 inches 255 255-610 (1780 Tim) to less than or equal to 2 inches (51 mm), plus'/, inch (3.2 TRUNCATED DOMES landing 7 ramp run landing ramp run s CHECKED: Checker 120 inches (3050 mm) 15 feet (4570 mm) and greater mm) per foot e 15 mm) of viewing PROJECT No: 2021031.00 (a) (b� distance above 15feet (4570 mm) (a) (b) landing Less than 21 feet(6400 mm) 3inches (75 mm) Cut -through at Island Curb Ramp at Island at least as wide es ramp run Fig. 308.3.2 Greater than 120 inches 3 inches (76 mm), plus'/. inch (3.2 (3050 mm) 21 feet (6400 mm) and greater mm) per foot (305 mm) of viewing Fig. 406.11 (a) Obstructed High Side Reach distance above21feet(640omm) L-rumn SHEET: Islands 54 ACCESSIBLE REACH RANGES ACCESSIBLE n LETTERS SIDEWALK WARNING DEVICESREFER TO DETAIL /-- FOR FUINFORMATION SCALE: N.T.S. "� (PROVIDE PER LOCAL ORDINANCES / STANDARDS) SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.T1 ■ 9 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS TRASH ENCLOSURE J 'WIDE x 10' HIGH TYPE-1 LANDSCAPE S RS ZONE SETBACK 0' FROM SETBACK, STEP BACK IF > 25HEIGHT UU l o z ®� I--6-0" TALL CHAINLINK DOUBLE -GATE - 6-0 TALL HORIZONTAL I "' I W/ VINYL SLATS o WOOD SLAT SCREEN ON TOP ®,' N OF 6" TALL CONC CURB I CONC PAD, SLOPE TO DRAIN 1/4:12 MIN a CONC APRONAS REO'D , PEDESTRIAN ACCESS GATE, OO CHAINLINK W/ VINYL SLATS OD \D o 0' GC ZONE SETBACK BUILDING C I I —I I I —I I I I I I —III —I I I III III III o o IIIIII111111 ' IIIIIIIIIIIII ' II III SITE PLAN - TRASH HAULER EXHIBIT 1 /16" = V-0" BUILDING D 301.64' N 000 24' 52" MAILBOXES —22 PARKING (2 ADA)� — — — — — — — — — - - — — 301.58' FENCE S 000 22' 08" W -SPORT COURT APN: 00576700002700 ET AL PARK EDMONDS APT LLC 8123 236TH ST SW BUILDING A 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE - 15' RS ZONE SETBACK -10' FROM SETBACK, STEP BACK IF > 25HEIGHT (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/- 132,879 SF) RS-8 ZONE ELEC.TRANSFORMERS- SEE ELEC.-- BUILDING B 14' - 6 3/4" W I,eN C! CO Ln 0 00 00 U) I I I - - - - - - - - - - - - - FENCE APPROVED BY: DATE: a I AW\ HOUSING HOPE we keep hope alive DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O LU 00 rn am Cn 0 F 0 0 z0 Q LU LU C� J z LUJ) I— Fm IIIIII_ LU c� � oc LU U VQ= Ja 00 O N L0 W Q T_ N 00 CONSTRUCTION M DOCUMENTS v ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: RASH HAULER EXHIBIT SCA E: 1/16" = 1'-0" DRA N: RB C KED: KW PR JECT NO: 2021031.00 1010 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LAU f\I Vf\D V/'1RU, rLR IVIFF\ TRASH ENCLOSURE NORTH ELEVATION 1/2" = 1'-0" TRASH ENCLOSURE SOUTH ELEVATION 1/2" = 1'-0" IF, -I L 9 TAPERED T1.1 CAP - 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -2x4 PT RAIL TOENAILED TO POST 0 5/8"x5-1/2" VERTICAL PICKET 44 PT POST - 2x4 PT RAIL TOENAILED TO POST - 5/8"x3-1/2" CEDAR TRIM FASTENED TO RAIL -CONC FOOTING - GRADE LLDRAINAGE ROCK 10" MIN WOOD PRIVACY FENCE 3/4" = 1'-0" NU I UM hH I t LtHr ANUUNU UUML5 ---- TAPERED CAP 8d NAIL INTO RAIL TAPERED AT 24" O.C. T1.1 CAP � VERTICAL PICKET -- 2x4 RAIL, CONT BETWEEN POSTS RAIL TRIM _--- - - POSTMASTER PLUS b LINE POST, cn O AT ± 6'-0" O.C., TYP o = Q M m to POST, BEYOND — c Q 1 o LU �Q - 2x6 KICKBOARD, PER MFR - CURB - SLAB -ON -GRADE T31 RASH ENCLOSURE ERS, TYP MASTER PLUS GATE AT GATE JAMBS, TYP 3 1/2" N EXT TAPERED CAP AT FENCE 6" = 1'-0" 31 /2" 8d NAIL INTO RAIL AT 24U. " ^ TAPEREE HORIZOI\ FENCE B 2x4 RAIL POSTMA LINE PO,` TAPERED CAP AT TRASH 6" = 1'-0" I NT INT TRASH ENCLOSURE EAST ELEVATION 1/2" = 1'-0" TRASH ENCLOSURE ENLARGED PLAN 1/2" = 1'-0" 3'-6" POSTMASTER PLUS GATE POST GATE LEAF A-Tt- Aft- -- TRASH ENCLOSURE WEST ELEVATION 1/2" = 1'-0" ----------------- -------------------------� I I I I / / 5 46 i i i I I I iVED BY: Um 1 C. AW\ HOUSING HOPE we keep hope alive CH 3E DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Co LU a O Fm0 z z 0 LU W 0J U) z LU 2 Fm LU LU cf) LL U) Q0 VQ= H O Ja (CO, LC) LUQ 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. SITE DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: Tlmll CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS r � nvwmc3 HOPE ui.su:cs iir�nn r ��rs alrlc SFAATU,MW,a.2579 1 a W O �- = z pW" z LLLu OC O Zj (L = wQ 6 CONSTRUCTION DOCUMENTS n DECEUSER 2M TRASH HAULER EXHIBIT II APPROVED SITE PLAN -TRASH HAULER EXHIBIT DATE: /L — 3o — Z e— T1.10 2TRASH ENCLOSURE NORTH ELEVATION C3) ¢RASH ENCLOSURE EAST ELEVATION TRASH ENCLOSURE WEST ELEVATION n TRASH ENCLOSURE SOUTH ELEVATION � ,p-rc M.R4Ivrt Yr O�.IIY -MiLOr r 0R rrawr. _� rar,r,.rvRrR __ ��^ mr �t w~�pr�lw t• M mrm ` 7 q.R.oia - �,.airh rcrn � • • �..a... cAP�ERED CAP AT FENCE � � 1 C1 GOD PRIVACY FENCE (6l IRASH ENCLOSURE lRwv- 4 roan I�rrr1 - ar.r ro, ••. .rR.rr Rii i \ TAPERED CAP AT TRASH TRASH ENCLOSURE ENLARGED PLAN 1.7.. v•ra (.1.),a•ra o. r r\ HOUSING 1 HOPE .r unrrrs alrlc l l9 mw Si, brE ." SEAmF, M olo+ nr. aom soars 9. W E a cl); O =oz W w Z W � N LL OC O Ja = W Q E CONSTRUCTION DOCUMENTS RMF rz 0ECFLWR2W RR.Rr10Olr. _ - f lira@ Itil�{' aMMi SM DUNLS rMR Mrrr om �� A OYY rr OVED wRclr sawm T1.11 "WTRACTOR,a KSPOW KJ"COOIIOII U-mnR- I-'--ICM'd'�IC�1101� z 0 N -- SIGN, PER SITE PLAN — GALV SIGNPOST Z_ 2 FINISH GRADE OTING w o - z — O O LL- 1' 0" SIGN AT PLANTER 3/4" = 1'-0" GALV SIGN POST W/ BASE PLATE 3/8"0 GALV EXPANSION BOLTS, 4" MIN EMBED INTO CONC SLAB, TYP OF (4) SIGN AT CONCRETE, SURFACE MOUNTED 3/4" = 1'-0" AW\ HOUSING HOPE we keep hope alive `DESIGNS northwest P0 it' LIV ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj a O Fm0 0 z0 Q LU LU C� J z LU U) I— LU cf) LL LU U VQ= O Ja 00 N W Q 00 (_0 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # F Date Description 2 01-25-2023 PERMIT RESUBM. SITE DETAILS SCALE: 3/4" = 1'-01, DRAWN: Author CHECKED: Checker PROJEyET- Q: 2021-nl.00 SHEET: T1m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SITE PLAN NOTES: 1. REFER70,71.0 F ERAL 2 SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETER. REFER TO FILL / GRADE PERMIT # BLD2022-13 3 3. N ALL STRU RAL, MEC ICAL, AND ECTRICAL MS ARE S N, REFER TO STRUCTURAL, ELECTRICAL, AND MECHANICAL DWGS. COORDINATE LOCATIONS W/ ARCHITECT, IF CONFLICTS ARISE. 4. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF ASSEMBLIES, U.O.N. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS. 6. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION. 7. CIVIL P FOR CO OL JOIN EXPAN JOINT T7y- 8.HAR E SUR HARDSCAPE AND PAVEMENT LOCATIONS AND SECTIONS SHOWN ON SHEET C3.0. SITE PLAN LEGEND: Y BUILDING FOOTPRINT � ACCESSIBLE ENTRANCE _ ACCESSIBLE PATH OF TRAVEL AREA OF PLAY SURFACING 44" MIN CLR WIDTH, TYP PER 14, 22 & 24 / T1.8 AREA OF LANDSCAPING NI GC MP ANCE NOTES: UNIT TYPES BUILDING HEIGHT CALCULATION: 1 BR / 1 BA 7 A = 102'-0" 2 BR / 1 BA 32 B = 100'-l" 3 BR / 2 BA 13 C = 104'-0" TOTAL UNTS 52 D = 103'-9 1/2" SLEEPING ROOMS110 TOTAL = 409'-101/2" ACCESSIBLE TYPE -A UNITS (5% MIN) 3 AVERAGE GRADE = 102'-5 5/8" (TOTAL / 4) ACCESSIBLE TYPE-B UNITS PROVIDED 11 ACTUAL = 175' MAXIMUM = 177'-5 5/8" (AVG GRADE + 75') PARKING (ECDC 16.60.060.B.1 CG ZONE) TOTAL ONSITE PARKING SPACES SHOWN 50 PARKING RATIO PROVIDED .96 STREET PARKING SPACED NOT REQ'D NONRESIDENTIAL (1 SPACE / 500 SF) OFFICES, COPY/WORK, CONSULTATION: (1,039 SFl 2.08 SUB TOTAL = 0 (FIRST 3,000 SF EXEMPT IN MIXED USE) RESIDENTIAL 0.75 / < 700 SF UNIT x 34 UNITS 25.5 1.25 / > 700 SF < 1,100 SF x 18 UNITS 22.5 1 GUEST / 20 SPACES (48 / 20) 2.4 SUBTOTAL = 50.4 2 TO AL PAR NG REQ'D 50 SP ES ADA STALLS REQUIRED 2 SPACES (1 VAN) ADA STALL PROVID D 2 P ES, (1 VAN GC ZONE SCREENING & BUFFERING (ECDC 16.60.030.A) RESIDENTIAL PARKING Al TO SF ZONES - TYPE I, 4' WIDE, CONTINUOUS (NORTH / NW PL) COMMERCIAL / MF ADJ. TO SF ZONES - TYPE I, 4' W, 10' H, CONTINUOUS (NORTH & WEST PL) LETTER PENDING TO REQUEST DISCONTINUOUS EDGE OF PARKING AREAS ADJ TO SF ZONES - TYPE I (NORTH / NW PL) PARKING LOT ABUTS STREET R/W - TYPE IV, 5' W (ALONG SOUTH PROPERTY LINE) PARKING LANDSCAPING (ECDC 20.13.030.E) (ECDC 16.60.030.A.1.d) < 50 SPACES, 17.5 SF LANDSCAPE / STALL X 50 STALLS = 875 SF LANDSCAPE REQ'D (SEE LANDSCAPE) EV PARKING (ECDC 17.115) MULTI -FAMILY: 10% EV INSTALLED - 5 PROVIDED 40% EV READY - 20 PROVIDED 40% EV CAPABLE - 20 PROVIDED BIKE STORAGE (ECDC 16.6.060.B.6) 18 UNITS > 700 SF x 2 BIKE SPACES = 36 34 UNITS < 700 SF x 1 BIKE SPACES = 34 TOTAL = 70 SPACES 70 SPACES PROVIDED (SECURED, SHELTERED (BELSON MODEL # BR12 SINGLE -SIDED 12-CAPACITY GROUND -LOOP BIKE RACKS, PROVIDE 3 RACKS AT EACH SHELTER TO ACHIEVE MIN. 70 CAPACITY OVERALL) AMENITY SPACE (ECDC 16.60.030.C.4) 5% OF ± 15,673 SF BLDG FOOTPRINT = ± 784 SF PROVIDED ONSITE = ± 2,440 SF (COURTS, PLAY AREAS, PICNIC AREAS) PROVIDED OFFSITE = ± 2,328 SF (SPORTS COURT) REFER TO T1.1 FOR 2018 IBC NOTES 2 / TRASH 1 ENCLOSURE T1.1 I it I i 6 T1.1 I I RETAINING WALL I U 4'- 0" LANDSCAPE BUFFER C +104'-0" - ACCESSIBLE CURB RAMP, PER 24 / T1.9, TYP.- BAY WINDOW, ABV 5' TALL WOOD 8 PRIVACY FENCE T1.1 `24 LU z I I LL L J I � �I it it it L 8'-6" J I 20'On MINIMUM a i i i t_ D I I I 103'-91/2" - I I Y U - � H o I w , w co a - - - I I I I I I I I - 0 N I I I I 7'-6" SI E SETBACK (CO NER LOT, NO REAR SETBACK) 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE 15' RS ZONE SETBACK 10' FROM SETBACK, STEP BACK IF > 25HEIGHT 0' GC ZONE SETBACK PROP LINE 301.64' \40� ° ,.E EV EV EV EV EV EV EV EV EV EV EV EV READY READY READY READY CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE APN: 00576700002700 ET AL PARK EDMONDS APT LLC EXIST OFFSITE EAST PERIMETER 8123 236TH ST SW ELEC. TRANSFORMERS - 14'- 6 3/4" FENCING TO REMAIN SEE ELEC. oe 000e \ 0000 \ 00000 \ 00000 \ 000,00 \ 00--00 \ 000e \ 000e \ 000e \ 000e \ 00� EV EV EV EV EV EV EV EV EV EV EV EV CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE CAPABLE _--------------------------------------U------------ - - - - - - ---------------- - - - - - - ------- N�-----------------\L- ---N------�---- o o N N N z oo TOP OF ROOF = +38'-8" AFF --TOP OF ROOF = +41'-2" AF �IMAI S /2�� + A _ ADA PATHUS \� l Y 6" BUILDING C ACCESSIBLE RAMP, 2 PER 14 / T1.9 IDS 2 (LEVEL CHANGE <_ 6") - JHLI J2 11LLI / I T 5„ YOUTH TODDLER PLAY - : ' 00 III -III D� -III- - Q PLAY IDS IJ III ,I - I� n n - WAI KWAY;-ABA% I I I 1� LI - L-III M - - J Lill- BIKE SHELTER 2 ACCESSIBLE RAMP, Y PER 14 / T1.9 - I Df LLJ (LEVEL CHANGE <_ 6") 2 2 IIIIIII d I W BUILDING D IIIII" QCID ACCESSIBLE CURB RAMP, I * PER 24 / T1.9, TYP. 10, 0" "ELECTRICAL VEHICLE" SIGN ON POST, PER 12 / T1.12 DS DS TOP OF ROOF ^ �� ADA PATH 4 F "PRIVATE PARKING" SIGN "ENTRANCE ONLY" SIGN, DOUBLE SIDED, NOT SIGHT -OBSCURING o I to CURB CUT, PER DETAIL TR-543 1' TS KING CK T ACCESSIBLE RAMP, _ PER 14 / T1.9 III I I I - BUI19 OPP 1 �� i 77 IIA111 i LJ al2 a 0 a 14'-9' / T I��I J� T] 7 I� I ACTIVITY IL LJ LrL = = J 11 u_ LI LI - _ - COMMERCIAL =1 II STRING LIGHT 2 _ I I WALKWAY, �II I I I I� I I� I I DS , I � LU Ds 2 III=1 I I� �- -- n nLO j Li V Y IDS 0 la BUILDING B II ACCESSIBLE PARKING SIGN PER 22 / T1.9 POST PER 12 / T1.12 "ELECTRICAL VEHICLE" SIGN ON POST PER 12 / T1.12 B DS TOP OF ROOF + - +100I-1" EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV E EV EV EV EV Q` READY REAr DY READY READY READY READY READY READY READY READY READY NSTALLE STALLE STALLE NSTALLE NSTALLE A Y READ READY READY READY READY I---- ---- ---- ---- ---- ---- ---- ------------ -- - ------------- --- ----- ---- ---- ---- IQ1�1111�11 ��II �IIII I o 44' - 0" 22 PARKING (2 ADA) ACCESSIBLE PARKING, CCESSI E CCESSIB Iyp H I PER 21 / T1.8 AND �--SEWER EASEMENT 2 21 &22/T1.9 - J o Z I TRUNCATED DOMES, ONE-WAY DIRECTIONAL ARROW N I PER 34 / T1.9, TYP PAVEMENT MARKING, TYP I 0 - PROP LINE '-- REDUCED -HEIGHT 4' TALL WOOD -SIGHT-OBSCURING-FENCE- - - - - - SPORT COURT (EASEMENT OR BLA PENDING) +/- 35- 4 1 /2" 301.58' 4' WIDE x 10' HIGH TYPE-1 LANDSCAPE S 000 22' 08" W REDUCED -HEIGHT 4' TALL 11' - 7 1/4" 15' RS ZONE SETBACK - - - - - - - - - - WOeD SiGHT-OBS£URtNG- - - - 10' FROM SETBACK, FENCE STEP BACK IF > 25HEIGHT (E) EDMONDS LUTHERAN CHURCH APN: 00576700002508 23525 84TH AVE W +/- 3.05 ACRES (+/-132,879 SF) RS-8 ZONE CANOPY, ABV ` SURFACE -MOUNTED PLANTER BEDS, TYP SAY WINDOW ABV U) 2 N DATUM POINT (+100.00') BENCHMARK @ 458.29' SURFACE -MOUNTED PLANTER BEDS, TYP 5'- 0" PLANTING BUFFER Y WINDOW, ABV HOUSING HOPE we keep hope alive ` DESIGNS 1111 northwest 4 L ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.desi8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N 0 e0 Uj O Fm 6 0 z z 0p Q LU W C� J Z LU U) _FmH W cl LL W M vJ c, a H O Na. co LO W Q N + 00 M CONSTRUCTION DOCUMENTS "EXIT ONLY" SIGN, DOUBLE SIDED, NOT SIGHT -OBSCURING ISSUE DATE: DECEMBER 2022 CURB CUT, PER DETAIL TR-543 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: SITE PLAN SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SITE PLAN N 1 /16" = V-0" A1m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDJTIQNS BEYOND -THE BUILDING PERIMETERS - 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLENISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR PERSONS WITH VISUAL AND HEARING IMPAIRMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND FIRE EXTINGUISHER F.E.C. RECESSED LANDSCAPE PLANTER ENGINEERED WOOD FIBER PLAY SURFACE SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES — 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) - REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTE$ N N a O H w LL LIJ 0 U Z 6 5 00 LEVEL 1 - BUILDING A & B 1 /8"=1'-011 !J Aff\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww-designsn-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 oMxEc HATE OF O 00 Uj am Cn O Fm u z z0 Q LLJ W C' J z LU U) LU _ H LU Cl) LL c, a H O Ja co N Lo T LU Q T_ N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. KEYPLAN C A I D0 CONTENTS: FLOOR PLAN - LEVEL 1 - BUILDING - A& B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A2ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CO S BE THE B G PE S 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLE/VISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR 2 PERSONS WITH VISUAL AND HEARING IMPAIRME T. CO LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND 2 FU BY FIRE OB EXTINGUISHER EG F.E.C. RECESSED T LANDSCAPE PLANTER ENGINEERED WOOD FIBER PLAY SURFACE --- - -- SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES - 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN NOTES - - 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES . 0 0 0 N 0 M (A3.) 3 UNTERTOP AT 34" AFF B RRIN AS REQ' • 1 �` MECH, NOT TO STRUCT DOOR RESS _ 00 �N C. � C.1 C A3.1 2 UD BAY WINDOW ABOVE, TYP - N 0 v co L 23' - 0" 0 3 if 4 5 22' - 0" 22' - 0" 22' - 0" Q 1 3 on T o I --- G--------------- 0----- 1 N-------------- L I 041C10 I A4.1 T - 1 1/2" I 1 I BEDROOM G1 BEDROOM I 3G C10 2 BEDROOM BEDROOM o I BEDROOM BEDROOM BEDROOM BEDROOM CI C104E C104F I I O FF 101 D I A3.2 2 FE FRP 4' AFF w KNOX C104D C ® I I C1 O 01 E O MAINT N �- BOX C103 I I I TC101C O g L I ! C10 O 03P i C1 12 A3.4 2 C123 BEDROOM C103C C1 2 2 1 FIRE RISER ; I C104C ; o 0 REF. C101B ; B1 1' 0" g A9.2 C124 I 4H ; C103B REF. 0 0 0 0 REF.F--1 B1 60 SFO I 11� 1 B1 B1 C104 I I ; 6 _____ ___ ; ! �I i ; i i A4.2 UFT CF47E LLJ 1 o o 4 I - -- 1 MECH 1 HPWH 1 1 1 3-BED TYPE B ® I I I I I A9.2 L C120- --- I C104 u ; I 2-BED TYPE B O �Fj I 128 I 901 SF �' ; 2-BED 33PE B 2-BED 22PE B C101 ; LAUNDRY D /D I ��ELLEC.all- B1 ; 689 SF 689 SF 734 SF ; B1 I I 21, -130 SF -FE C I L 1271SF I 01 a C122 �T 1 C120 - - ---- - - - - ---- - - - -- OA O 0 Oq----- -- - --- ------ 9'-0114" 2 5.1 I I I I I I � � I I I I I I I I 1 UP P UNIT PLAN: C101 5 - A5.1 r - U SIM: C102, C103, A4.1 IINIT PI nand � I I AN SIM: D106 - - - - - D105 4' 101/4" J-2 [I 4'-91/4" CM (WALKWAY,:ABOVE; 4'-10114" 14' 21/2" 4' 91/4" 3.- A3.5 .. 4' 91/4" 14' 2112" 4' 101/4" 15;-10,112 O 0 0 A3.4- 4' 101/4" 14' 21/2" 4' 9114" 1. - Ilk Ilk ---�- ---- ..-- --- - ----� LWL 1' 9112° 1 1 1 O C3Q� 1 W i- -------0 ------ ------ E EQ. EQ EQ a/ UP v I 1 I ( I I I I I I I m ----- _ I L- - -- L----o------- UNIT atS COVERED BIKE SHELTER 3 GUARD UNDER - STAIRS, TYP - � - - - - - PLAN: Q ----.------ A5.1 D101 Z 1-BED 1 3-BED TYPE B I ACCESSIBLE 1 D106 wl 2-BED TYPE B 2-BED TYPE B 2-BED TYPE B 2-BED TYPE B ; TYPE A 12 3.5 m 911 SF D 005 D 004 D 003 D1 22 I D1 11 IA ® 678 SF 689 SF 689 SF 689 SF I 485 SF 0 0 , I D106 I 0 - I 1 1D 8 6H ® 0 0 REF. REF. o 0 00 REF. REF. 0 01 ® D101C 8 A4.3 -o -7 D105B D1046 - o -o - 103B D102B - o I BEDROOM 4.3 106C O BEDROOM EC c 106D I D106E D106F BEDROOM I I I m� O BEDROOM O BEDROOM BEDROOM BEDROOM P BEDROOM IIIII BEDROOM BEDROOM III BEDROOM D10�102C AA 1 I FE II BEDROOM MECH /HPWH 1 FIRE RISER ELEC ELEC D1211 --D122 j D120 68 SF 56 SF l 98SF=--= r--- I I I 1 L--- I - L - L MECH EQUIP ["KNOX� -----------BOX-------- 2 10 1 /2" 22' - 0" "'Y'A3.5 22' - 0" 22' - 0" 22' - 0" 22' 0" 5 \� 16 17 18 19 20 HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Ujrn am Cn O Fmu Z O LLJ LLI Fm LU C� J Z W W Cl) LL c, a H O Ja co N Lo LU Q T_ N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. KEYPLAN WALL -MOUNTED ELEC METER CENTER C A D FB CONTENTS FLOOR PLAN - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: CS, RIB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: LEVEL 1 - BUILDING C & D 1 /8" =1'-011 N A2m12 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLENISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR PERSONS WITH VISUAL AND HEARING IMPAIRMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND FIRE EXTINGUISHER F.E.C. RECESSED ---,MOUNTED-, LANDSCAPE PLANTER ENGINEERED WOOD FIBER PLAY SURFACE — — — SMOKE RESISTIVE SEPARATION, Y r L REFER TO EGRESS PLAN NOTES — 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES N N N O H LLI ILL LLI W Z_ 0 J 5 00 me 11' - 1 1/2" 111111111 i i i i i i i i i i i i 7 LEVEL 2 - BUILDING A & B 1 /8" = 1'-0" 26' - 101 /2" 22' - 0" A3.2 1 9 10 12 HOUSING HOPE we keep hope alive `DESIGNS northwest UNIT PLAN: A204 UNIT PLAN: A201 I 2 ARCHITECTS SIM: A202, A203, A302, A303, 2 1 4 3 A5 2 SIM: A205, A301, A4.0 A4.0 4.10 4.10 960.6ox 1270 A304, B202, 6302, C201, C202, A305, B201, 6301, P.O. sox Iz�o 10031 es' ns Suite s C203, C301, C302, C303, D201, C204, C304, D206, Stanwood, WA 98292 D202, D203. D204, D205, D301, D306 www.desi 8nsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 22' - 0" STRING LIGHTS i A5.2 UNIT PLAN: B203 SIM: B204, B303, 22'-0" 26' - 10 1/2" CANOPY, BELOW ' I I � I i I I BAY WINDOW, ABOVE F I I N O 00 Ujrn am Cn O Fm u Z z0 LLJ 0p LL I 0 J U) Z LLJU) LU LU Cl) LL c, a H O Ja co N uo LU Q T_ N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. KEYPLAN C A I D=0 CONTENTS FLOOR PLAN - LEVEL 2 - BUILDING A & B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: N A2m21 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLENISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR PERSONS WITH VISUAL AND HEARING IMPAIRMENT. LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND FIRE EXTINGUISHER F.E.C. RECESSED MOUNTED LANDSCAPE PLANTER ENGINEERED WOOD FIBE PLAY SURFACE — — — — — — — SMOKE RESISTIVE SVMATIO� REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS US REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES I (A 23' - 0" LEVEL 2 - BUILDING C & D 1 /8" = 1'-0" L 26-101 /2" I' 22'-0" 2 22' - 0" 5 22' - 0" on T J HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 4/ 360. 629. 3 44 1 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww-designsn-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 a (206) 322-3322 oMxEc HATE OF O 00 Uj a Cn a O Fm z 0 z0 Q Q LU W LU LL C� J W (U) z LULU H m W 06 Cl) L 0� Q � Z M�a= � o � Ja J M N Lo m T LU Q N + 00 CONSTRUCTION 8 DOCUMENTS A4.3 ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. KEYPLAN C A I D I O CONTENTS: FLOOR PLAN - LEVEL 2 - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLENISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR PERSONS WITH VISUAL AND HEARING IMPAIRMENT. LEGEND 111111111 SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND FIRE EXTINGUISHER F.E.C. RECESSED LANDSCAPE PLANTER ENGINEERED WOOD FIB PLAY SURFACE SMOKE RESISTIVE SEPARATION, Y 1� REFER TO EGRESS PLAN NOTES )c 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS US REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES 6 7 8 A3.2 1 9 10 � 5 A3 305E 305D 21 i 305 A305F 305C ® 3 4G 304 - i E 30 304C 4Fi o o _C 5H 304B REF.L o 0 0 0 it e 0 3-BED 2 I ® I i ® A305 I I 898 SF 2-BED L.L: LL304 LU 689 SF 0---------0 O C i DN L------------------------ - - - - -- DN T i A.5 i HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Bos 1270 10031 SR 533, Suite B Stanwood, WA 98292 ss wH-.designsnw.com a I r I c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co 00 O UjO O Fmu Z z0 Q Q LU W C� J Z W U) LU LU cl LL W M c, a I_ o �a co N LO T W Q N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: FLOOR PLAN - LEVEL 3 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A2m31 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PLAN NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF STUD, U.N.O. 2. REFER TO T1.0 FOR GENERAL NOTES. 3. SEE A3 SHEETS FOR TYPICAL WALL, FLOOR, AND ROOF BUILDING ASSEMBLIES, U.O.N. A 4. SEE A5 SHEETS (ENLARGED FLOOR PLANS) FOR INTERIOR PARTITION TAGS RELATED TO TYPICAL UNITS AND UNIT FINISHES. SEE A2 SHEETS (FLOOR PLANS) FOR ALL OTHER INTERIOR PARTITION TAGS. 5. SEE BUILDING ELEVATIONS FOR EXTERIOR MATERIALS & WALL/OPENING DETAILS 6. SEE ROOF PLANS FOR ROOFING MATERIALS & DETAILS 7. REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION, INCLUDING PARTITION TYPES ON SHEET A7.0 8. SEE A10 SHEETS FOR LEVEL 1 NON-RESIDENTIAL FINISHES 8. NOT ALL REQUIRED ACCESS PANELS HAVE BEEN SHOWN. PROVIDE ACCESS PANELS AS REQUIRED. COORDINATE THEIR LOCATION WITH ALL MECHANICAL AND ELECTRICAL ITEMS LOCATED IN CEILINGS AND PAINT TO MATCH ADJACENT SURFACES. 9. ROOMS WITH CAPACITY GREATER THAN 50 OCCUPANTS SHALL HAVE CLEARLY VISIBLE SIGNAGE INDICATING OCCUPANT CAPACITY FOR THAT A3.1 3 ROOM. 10. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETERS 11. UNITS B101, B102, B103, D101 AND D102 ARE "SENSORY ACCESSIBLE" - FIRE ALARM AND CO/SMOKE DETECTOR SYSTEM TO INCLUDE AUDIBLEIVISIBLE DEVICES AS ACCESSIBLE ACCOMODATIONS FOR PERSONS WITH VISUAL AND HEARING IMPAIRMENT. B.1 - B.2 LEGEND SEE T1.0 PROJECT INFO FOR ADDITIONAL SYMBOL LEGEND FIRE C•2 EXTINGUISHER F.E.C. RECESSED rc—. 1'�__ LANDSCAPE PLANTER C ENGINEERED WOOD FIBER PLAY SURFACE -- - -- (A3.)2 SMOKE RESISTIVE SEPARATION, REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION (DWELLING UNIT SEPARATION) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT INTERIOR (DWELLING UNIT SEPARATION FROM CONTIGUOUS USE) REFER TO EGRESS PLAN NOTES 1-HR RATED FIRE PARTITION AT EXTERIOR (DWELLING UNIT SEPARATION AT BIKE STORAGE) REFER TO EGRESS PLAN NOTES �0� ° Q Q Q Q� Q� LEVEL 3 - BUILDING C & D 1 /8" = 1'-011 D3.5 AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Bos 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww w-. d e s i g n s n w. c om 0 a ric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 ® (206) 322-3322 CO N O 00 Uj am Cn Ci CM O Fm z 0 = z 0 p LU w C� J W U) z LU LU m LU Cl) LL0� a z M�a= 0 a J M N Lo m T LU 00 Q N CONSTRUCTION 8 DOCUMENTS A4.3 ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: FLOOR PLAN - LEVEL 3 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A2m32 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS :st ':I Clio DNSTRUGTIQ DnCl1MENTS "Ifiel a u wi :illI■111►�[ew.M:1l: aja ROOF PLAN NOTES: 1. FOR ROOF TYPE ASSEMBLIES - SEE BUILDING SECTIONS 2. SLOPED INSULATION OVER FLAT STOCK INSULATION AT ALL AREAS,TYP 3. SEE EXTERIOR ELEVATIONS FOR DOWNSPOUT LOCATIONS. 4. FOR STEEL ELEVATIONS, SEE STRUCTURAL. FOR TOP OF WALL ELEVATIONS, SEE ARCHITECTURAL BUILDING AND WALL SECTIONS 5. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. 6. ROOF PIPING AND VENT PENETRATION LOCATIONS ARE SHOWN FOR CONTRACTOR COORDINATION AND FOR DESIGN INTENT. FOR ACTUAL PENETRATION QUANTITIES REQUIRED, SEE MECH SHEETS ROOF PLAN LEGEND: COMPOSITE ASPHALT SHINGLE ROOF (FIRE CLASSIFICATION A, EXTERIOR FIRE -TESTED IN ACCORDANCE WITH ASTM E 108 OR UL 790) - ROOF VENLl, ■■■■■■■■M■ DRAFT ST PER 9 / A8.3 ROOF VENT CALCULATIONS: NOTE: EAVE VENTS: BASIS OF DESIGN = 9.375 SQ IN NFVA PER 12" RIDGE VENTS: BASIS OF DESIGN = 13.5 SQ IN NFVA PER 12" EYEBROW VENTS: BASIS OF DESIGN = 6.75 SQ IN NFVA PER 12" BUILDING A: TOTAL ATTIC AREA: 4,175 SF REQUIRED NFVA (AREA/150): 27.83 SF (4,007.52 SQ IN) LOW EAVE VENT LENGTH: 181' x 9.375 SQ IN = 1,696.875 / 144 = 11.78 SF HIGH EAVE VENT LENGTH: 52' x 5 SQ IN = 87.5 / 144 = 3.3 F RIDGE VENT LENGTH: 13.5 = 837 - .81 SF EYEBROW VENT LENGTH: 166' x 6.75 Q IN = 1,120.5 / 144 = 7.78 SF 28.76 SF TOTAL VENT PROVIDED: 28.76 SF N VA > 27.83, THEREFO E OK BUILDING B: TOTAL ATTIC AREA: 2,928 SF REQUIRED NFVA (AREA/150): 19.52 SF (2,810.88 SQ IN) LOW EAVE VENT LENGTH: 109' x 9.375 SQ IN = 1,021.875 / 144 = 7.09 SF HIGH EAVE VENT LENGTH: 52' . 5 SQ I - 7.5 / 14 -nOK RIDGE VENT LENGTH: x 13.5 = 351 = EYEBROW VENT LENGTH: 150' x 6.75 SQ IN = 1012.5 / 144 = TOTAL VENT PROVIDED: 19.95 SF NFVA > 19.52, THEREFO 11111111V:0 ;Z�Z�l�>1• TOTAL ATTIC AREA: REQUIRED NFVA (AREA/150): LOW EAVE VENT LENGTH: HIGH EAVE VENT LENGTH: RIDGE VENT LENGTH: / EYEBROW VENT LENGTH: I TOTAL VENT PROVIDED BUILDING C (LOW ROOK: TOTAL ATTIC AREA: REQUIRED NFVA (AREA/150) LOW EAVE VENT LENGTH: RIDGE VENT LENGTH: TOTAL VENT PROVIDED BUILDING D: TOTAL ATTIC AREA: REQUIRED NFVA (AREA/150): LOW EAVE VENT LENGTH: HIGH EAVE VENT LENGTH: RIDGE VENT LENGTH: EYEBROW VENT LENGTH: TOTAL VENT PROVIDED 3,239 SF 21.59 SF (3,109.44 SQ IN) 132' 375 SQ 1 = 1,237.5 / = 8. F x 9.37 = 44 44 = .06 S 40'x13.5 QIN=540/144= 3.75SF 134'x6.75SQIN=904.5/144= 6.28SF 21.68 SF 21.68 SF NFVA > 21.59, THEREFORE OK 545 SF 3.63 SF (523.2 SQ IN) 36'x9.375SQIN=337.5/144= 2.34SF 21'x13.5SQIN=283.5/144= 1.97SF 4.31 SF 4.31 SF NFVA > 3.63, THEREFORE OK 4,775 SF 31.83 SF (4,584 SQ IN) 220' x 9.375 SQ IN = 2,062.5 / 144 = 14.32 SF 47' x 75 SQ IN = 440.6 / 144 = 3.0 F c13.5 =1,13 = 875S 142' x 6.75 SQ IN = 958.5 / 144 = 6.656 S 32.19 SF 32.19 SF NFVA > 31.83, THEREFORE OK DRAFT STOPS: DRAFT STOPS TO BE PLACED IN ATTIC TO UNDERSIDE OF ROOF SHEATHING IN THE FOLLOWING LOCATIONS: BUILDING A: GRIDLINE 8 AND 10 BUILDING B: GRIDLINE 23 BUILDING C: GRID 4 BUILDING D: GRIDLINE 17 AND 19 LOW EAVE VENT 6 A4.2 RIDGE VENT = 21' LOW EAVE VENT B B.1 B.2 LOW EAVE VENT = 136'4 EYEBROW VENT = 38'-0" 8 A4.3 EYEBROW VENT = 26'-0" HIGH EAVE VENT = 26-0' D - 7 8 A4.1 3 A4.1 15 16 17 18 19 20 21 ROOF PLAN - BUILDING C & D 1 /8" =1'-011 20W VENT = 21'-0" 8 A4.3 ROW VENT = 21'-0" HOUSING HOPE we keep hope alive DESIGNS northwest +40 ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ir c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 00 Ujrn am Cn O Fm u Z z0 LLJ LLI C� J z LU U) LU LU Cl) LL c, a H O Ja co N Lo LU Q T_ N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. KEYPLAN :-:AVE VENT = 21'-0" C A D B CONTENTS: ROOF PLAN - BUILDING C & D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 NSHEET: A2m42 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS A 6 A4.2 LEVEL 3 TOP PL/ 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" WINDOW LEGEND ELEVATION LEGEND SIDING TYPES: �— WINDOW TYPE, REFER TO SHEET A7.2 SIDING TYPE 1: CEMENTITIOUS PANEL SYSTEM OVER FURRING �c�-- INDICATES TEMPERED SAFETY GLAZING LITE (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 2: CEMENTITIOUS PANEL SYSTEM (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 3: CEMENTITIOUS PLANK SMOOTH LAP SIDING SIDING TYPE 4: CEMENTITIOUS PLANK SMOOTH LAP SIDING OVER FURRING SIDING TYPE 5: LARGE FORMAT WALL TILE T BAY WINDOW LEVEL 3 TOP 26'-8" LINk LEVEL 3 18'-8" 133 TYPE 2- G2 TYPE 3- B1 TYPE 1- LEVEL 2 9'-4" LEVEL 1 0'-0" G4 TYPE 9 A4.3 imm A8.1 BUILDING A & B - SOUTH ELEVATION 1 /8" = 1'-0" ml C.2 COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) Al BLDG A DARK COLOR C1 BLDG C DARK COLOR A2 BLDG A LIGHT COLOR C2 BLDG C LIGHT COLOR A3 BLDG A BAY ACCENT C4 BLDG C COLORED LAP A4 BLDG A COLORED LAP D1 BLDG D DARK COLOR 61 BLDG B DARK COLOR D2 BLDG D LIGHT COLOR B2 BLDG B LIGHT COLOR D3 BLDG D BAY ACCENT B3 BLDG B BAY ACCENT D4 BLDG D COLORED LAP B4 BLDG B COLORED LAP G1 LIGHT GRAY LAP G2 DARK GRAY LAP G3 LIGHT GRAY FLAT G4 FAUX CONC. BASE B. B. B ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER SIZES WITH MECH. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE A.5 B.2 A 6 B B. B.2 C.2 C.1 C e D A42 A4.3 BUILDING C - MAINTENANCE NORTH ELEVATION 3 1 /8" = V-0" A A A A A A A A IIIIJ-I VV II-VY BUILDING C & D - NORTH ELEVATION MAX RIDGE ELEVATION . 177'-5 5/8" 102'-5 5/8" MAX RIDGE ELEVATION . 177'-5 5/8" ACTUAL RIDGE ELEVATION 1 140'-9" NINDOW LEVEL 3 TOP PLATE 26'-8" TYPE 2 FYPE 3 FYPE 1 FYPE 5 LEVEL 3 18'-8" LEVEL 2 9'-4" AVERAGE GRADE 1 102'-5 5/8" LEVEL 1 0' 0" HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Uj am Cn O Fm u Z z0 LLJ Q LL I C� J z LU U) _Fm LU H LU U) LL M c, a H O Ja co N Lo LU a N ao CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. KEYPLAN C A I D :] I _B_ I CONTENTS: EXTERIOR ELEVATIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A3ml 1 /8" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS G2 TYPE LEVEL 3.1 29' - 2" G1 TYPE A2 TYPE LEVEL 3.1 21'-2" Al TYPE G3 TYPE LEVEL 2.1 11' -10" G4 TYPE LEVEL 1 0'-0" J BUILDING A - NORTH ELEVATION 1 /8" = 1'-011 PER ELEC WINDOW LEGEND C' _ WINDOW TYPE, REFER TO SHEET A7.2 *--- INDICATES TEMPERED SAFETY GLAZING LITE TRANSP UNDER SHEATH G2 TYF BAY WIN A2 TYF A3 TYF CANOPI ACCENT SIDING COLOR 3 ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: CEMENTITIOUS PANEL SYSTEM OVER FURRING (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 2: CEMENTITIOUS PANEL SYSTEM (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 3: CEMENTITIOUS PLANK SMOOTH LAP SIDING SIDING TYPE 4: CEMENTITIOUS PLANK SMOOTH LAP SIDING OVER FURRING SIDING TYPE 5: LARGE FORMAT WALL TILE BUILDING A - EAST ELEVATION 1 /8" = 1'-011 COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) Al BLDG A DARK COLOR A2 BLDG A LIGHT COLOR A3 BLDG A BAY ACCENT A4 BLDG A COLORED LAP B1 BLDG B DARK COLOR B2 BLDG B LIGHT COLOR B3 BLDG B BAY ACCENT B4 BLDG B COLORED LAP G1 LIGHT GRAY LAP G2 DARK GRAY LAP G3 LIGHT GRAY FLAT G4 FAUX CONC. BASE C1 BLDG C DARK COLOR C2 BLDG C LIGHT COLOR C4 BLDG C COLORED LAP D1 BLDG D DARK COLOR D2 BLDG D LIGHT COLOR D3 BLDG D BAY ACCENT D4 BLDG D COLORED LAP ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER SIZES WITH MECH. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE bUILUINV A - VVtb I LLLVA I IUIV COLOR AlU.N.0. 1 /8" = 1'-011 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Uj Co rn a O Fm z zO Q LLJ W C� J z LU 'j) I— Fm W W cf) LL M U) VQ= I— �a 00 O N L0 LU Q N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE -IEET METAL UTTER # Date Description 2 01-25-2023 IPERMITRESUBM. P PLATE 29' - 2" TYPE1 KEYPLAN TYPE 2 C A EVEL 3.1 21' - 2" D g 4Y WINDOW, BEYOND 14•1UJCR1-ICIn31 EVEL 2.1 EXTERIOR 11' -10' ELEVATIONS - 3"TALL x2"DEEP -UMINUM BUILDING A MENSIONAL SIGNAGE, DWDER-COATED ONT, TEXT AND AREA SCALE: As indicated 3D) DRAWN: CS, RB CHECKED: PRC LEVEL 1 PROJECT NO: 2021031.00 0'-0" SHEET: A3m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS LEVEL 3 TOP PL/ 26' - 8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 Illu 0'-0" JJ BUILDING B - NORTH ELEVATION 1/8" = 1'-0" WINDOW LEGEND ELEVATION LEGEND WINDOW TYPE, REFER TO SHEET A7.2 SIDING TYPES: * INDICATES TEMPE D SAFETY LAZING LIT 2 SIDING TYPE 1: CEMENTITIOUS PANEL SYSTEM OVER FURRING (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 2: CEMENTITIOUS PANEL SYSTEM (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 3: CEMENTITIOUS PLANK SMOOTH LAP SIDING SIDING TYPE 4: CEMENTITIOUS PLANK SMOOTH LAP SIDING OVER FURRING SIDING TYPE 5: LARGE FORMAT WALL TILE 25 A;.o 24 D 4 TYPE 3 TYPE 1 TYPE 2 IYFL3 JAIRE, PER ELEC TYPE 3 LEVEL 3 TOP PI 26'-8" BAY WINDOW, BEYON 133 TYPE LEVEL 3 18'-8" 131 TYPE 131 TYPE G3 TYPE LEVEL 2 9'-4" G1 TYPE G4 TYPE LEVEL 1 0'-0" BUILDING B - EAST ELEVATION 1/8" = 1'-0" COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) Al BLDG A DARK COLOR C1 BLDG C DARK COLOR A2 BLDG A LIGHT COLOR C2 BLDG C LIGHT COLOR A3 BLDG A BAY ACCENT C4 BLDG C COLORED LAP A4 BLDG A COLORED LAP D1 BLDG D DARK COLOR B1 BLDG B DARK COLOR D2 BLDG D LIGHT COLOR B2 BLDG B LIGHT COLOR D3 BLDG D BAY ACCENT B3 BLDG B BAY ACCENT D4 BLDG D COLORED LAP B4 BLDG B COLORED LAP G1 LIGHT GRAY LAP G2 DARK GRAY LAP G3 LIGHT GRAY FLAT G4 FAUX CONC. BASE ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER SIZES WITH MECH. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE 23 22.5 22 T 221 2 22.5 23 A4.0 24 Az 0 I 1 BUILDING B - WEST ELEVATION 1/8" = 1'-0" AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Co LU a O Fm z i z 0 Q LU W C� J z LU U) I— Fm W W cf) LL M U) VQ= I— �a 00 O N L0 T W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 IPERMITRESUBM. KEYPLAN C A I D I 0 EXTERIOR ELEVATIONS BUILDING B SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A3m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS WINDOW LEGEND WINDOW TYPE, REFER TO SHEET A7.2 *-- INDICATES TEMPERED SAFETY GLAZING LITE BUILDING C - EAST ELEVATION 1/8" = 1'-0" LEVEL 3 TOP PL 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" G2 TY G4 TY LEVEL 1 0'-0" BUILDING C - WEST ELEVATION 1/8" = 1'-0" ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: CEMENTITIOUS PANEL SYSTEM OVER FURRING (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 2: CEMENTITIOUS PANEL SYSTEM (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 3: CEMENTITIOUS PLANK SMOOTH LAP SIDING SIDING TYPE 4: CEMENTITIOUS PLANK SMOOTH LAP SIDING OVER FURRING SIDING TYPE 5: LARGE FORMAT WALL TILE COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) Al BLDG A DARK COLOR A2 BLDG A LIGHT COLOR A3 BLDG A BAY ACCENT A4 BLDG A COLORED LAP B1 BLDG B DARK COLOR B2 BLDG B LIGHT COLOR B3 BLDG B BAY ACCENT B4 BLDG B COLORED LAP G1 LIGHT GRAY LAP G2 DARK GRAY LAP G3 LIGHT GRAY FLAT G4 FAUX CONC. BASE 3 TOP PLATE 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" TYPE 3 TYPE 5 LEVEL 1 0'-0" C1 BLDG C DARK COLOR C2 BLDG C LIGHT COLOR C4 BLDG C COLORED LAP D1 BLDG D DARK COLOR D2 BLDG D LIGHT COLOR D3 BLDG D BAY ACCENT D4 BLDG D COLORED LAP Lk LEVEL 3 TOP 26'-8" LEVEL 3 18'-8" Lk LEVEL 2 9'-4" LEVEL 1 1_ 0'-0" ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER SIZES WITH MECH. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE L BUILDING C - SOUTH ELEVATION 1/8" = 1'-0" T HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 Uj m rn O Fm z i z 0 Q LLJ W C� J z LU U) I— Fm W W cf) LL M U) VQ= I— Ja 00 O N L0 W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. KEYPLAN C A I D I 0 EXTERIOR ELEVATIONS BUILDING C SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A3m4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS BUILDING D - EAST ELEVATION 1 /8" = 11-011 G2 T' D2 T' G1 T' 1k LEVEL 3 TOP PLF �_/ 261- 81' D1 T' LEVEL 3 18'-8" G3 T' LEVEL 2 9'-4" G2 T' G4 T' LEVEL 1 0'-0" I 1�LIN I LI\, JLL LLL1.' 9 A4.3 BUILDING D - SOUTH ELEVATION 1 /8" = 1 I-011 C C.1 C.2 WINDOW LEGEND 0�-- WINDOW TYPE, REFER TO SHEET A7.2 *-- INDICATES TEMPERED SAFETY GLAZING LITE ELEVATION LEGEND SIDING TYPES: SIDING TYPE 1: CEMENTITIOUS PANEL SYSTEM OVER FURRING (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 2: CEMENTITIOUS PANEL SYSTEM (RECESSED TRIM AND COUNTERSUNK FASTENERS) SIDING TYPE 3: CEMENTITIOUS PLANK SMOOTH LAP SIDING SIDING TYPE 4: CEMENTITIOUS PLANK SMOOTH LAP SIDING OVER FURRING SIDING TYPE 5: LARGE FORMAT WALL TILE COLOR TYPE SIDING TYPE MATERIAL TAG: XX TYPE X�� COLOR TYPES: (SEE SPECIFICATIONS FOR COLOR SELECTIONS) Al BLDG A DARK COLOR A2 BLDG A LIGHT COLOR A3 BLDG A BAY ACCENT A4 BLDG A COLORED LAP B1 BLDG B DARK COLOR B2 BLDG B LIGHT COLOR B3 BLDG B BAY ACCENT B4 BLDG B COLORED LAP G1 LIGHT GRAY LAP G2 DARK GRAY LAP G3 LIGHT GRAY FLAT G4 FAUX CONC. BASE C1 BLDG C DARK COLOR C2 BLDG C LIGHT COLOR C4 BLDG C COLORED LAP D1 BLDG D DARK COLOR D2 BLDG D LIGHT COLOR D3 BLDG D BAY ACCENT D4 BLDG D COLORED LAP ELEVATION NOTES: 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A7.2 FOR WINDOW TYPES. 3. REFER TO A8.1 FOR SEALING OF WALL OPENINGS & PENETRATIONS 4. SEE BUILDING SECTIONS FOR EXTERIOR WALL AND ROOF ASSEMBLIES 5. REFER TO ROOF PLANS FOR ROOF DETAIL CALLOUTS AND DESCRIPTIONS 6. COORDINATE LOUVER SIZES WITH MECH. 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY 8. SEE A10.1 FOR FINISHES APPLIED TO EXTERIOR BUILDING COMPONENTS SCHEDULE VL I I F L- I VI I IFLL - BUILDING D - WEST ELEVATION 1 /8" = 1 I-011 TOP PLATE 26' - 8" INDOW, BEYOND PE 2 LEVEL 3 18'-8" 'PE 2 'PE 3 'PE 2 LEVEL 2 9'-4" 'PE 2 'PE 5 LEVEL 1 0'-0" AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O LU Co rn a O Fm z i z 0 Q LU W C� J z LU U) I— Fm W W cf) LL M U) VQ= I— O Ja 00 N L0 LU Q N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. KEYPLAN C A I D I 0 14TV, ►RIy►InA EXTERIOR ELEVATIONS BUILDING D SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A3m5 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 2. TO D FOR NS 0 Y FO RIGID TION ERIO 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. ASSEMBLIES FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAY T 0 PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH FLOOR ASSEMBLY 2 (SLAB ON GRADES WAtLASSVMjM1 TYP FINISH FLOOR (WHERE OCCURS) OVER SIDING ('R1ER ELEVAT NS) 0 ER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH OVER MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ UNDER -SLAB VAPOR BARRIER OVER BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS OVER FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT LEVEL 3 TOP PL.) 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" BUILDING SECTION 1 1 /8" = 1 I-01I Lk LEVEL 3 TOP PLI 26'-8" LEVEL 3 18'-81, LEVEL 2 9'-4" LEVEL 1 0'-0" BUILDING SECTION 2 1 /8" = 1 I-011 HE PLYWOOD SHEATHNG, PER STRUCT OVER' � WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD FLVVR YIJJLIVIDL I J ROOF ASSEMBLY 1 (TYPICAL ASPHALT COMPOSITE SHINGLES OVER 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 2, TYP ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 1, TYP WALL ASSEMBLY 2 FLOOR ASSEMBLY 2, TYP HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 61 onrxa 8'tA7E OF N 0 00 LUrn a O Fm 0 z i z 0 LU LU C� J z LU VJ I— Fm 1L11U1I NW cf) LL LL M U) VQ= H Ja 00 O N L0 LUQ 00 T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. JR9101WIF1. i BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A4mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. Y 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. T LEVEL 3 TOP PLf 26'-8" LEVEL 3 18'-8" LEVEL 2 9' - 4" LA LEVEL 1 0'-0" BUILDING SECTION 3 1 /8" = 11-011 T LEVEL 3 TOP PL) 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" BUILDING SECTION 4 1 /8" = 11-011 ASSEMBLIES FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAY T 0 PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH TC.1 C.2 TC.1 C.2 FLOOR ASSEMBLY 2 (SLAB ON GRADES LL LY 1 AL : FINISH FLOOR (WHERE OCCURS) OVER SIDI (PER ELEVATIONSOR CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND EPTH OVER MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ UNDER -SLAB VAPOR BARRIER OVER BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS OVER FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT B.2 B.1 T I L\lV1\ nOOL- VIUL I J, 1 I r T T NAGEIRLANE OV -PL-YWOOD S+iE-ATHING�R STRUCT-OVER -� WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD - ROOF ASSEMBLY 1, TYP - WALL ASSEMBLY 1, TYP --FLOOR ASSEMBLY 1, TYP - FLOOR ASSEMBLY 2, TYP - ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP -FLOOR ASSEMBLY 1, TYP FLOOR ASSEMBLY 2, TYP ROOF ASSEMBLY 1 (TYPICAL ASPHALT COMPOSITE SHINGLES OVER 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH B. 1 B A4.2 LEVEL 1 0'-0" BUILDING SECTION 5 1 /8" = 11-011 onnt- nooE!nnoi v � L HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 0 onrxa 8'tA7E OF N 0 Co LUrn a O Fm z i z 0 LU LU C� J z LU ^ I— Fm LU cf) LL oc w M U) VQ= I— �a 00 O N L0 T LU Q T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. A 6101WIF1. i BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A4ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. 3. GYPSUM BOARD FASTENING TO BE V TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. rh LEVEL 3 TOP PLAT 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" LEVEL 1 0'-0" ASSEMBLIES FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYM OVE PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH FLOOR ASSEMBLY 2 (SLAB ON GRADES LL 69MLY 1 AL : FINISH FLOOR (WHERE OCCURS) OVER SIDI (PER L ATIONS OA R CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER 2x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND EPTH OVER MANUFACTURER), FASTEN TO STRUCTURAL WALL FRAMING/ UNDER -SLAB VAPOR BARRIER OVER BLOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS OVER FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT A A A BUILDING SECTION 6 1 /8" = 1'-0" ROOF ASSEMBLY WALL ASSEMBLY FLOOR ASSEMBL' WALL ASSEMBLY FLOOR ASSEMBL' BUILDING SECTION 7 1 /8"=1'-011 NAGE/RLANE OV -PN'WOODSH-EATHING'f�STRUCT-OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD ROOF ASSEMBLY 1, TYP WALL ASSEMBLY 1, TYP FLOOR ASSEMBLY 1, TYP FLOOR ASSEMBLY 2, TYP ROOF ASSEMBLY 1 (TYPICAL ASPHALT COMPOSITE SHINGLES OVER 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH 3.1 TOP PLATE 29'-2" LEVEL 3.1 21'-2" LEVEL 2.1 11' - 10, LEVEL 1 0'-0" HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 4/ 360. 629. 3 44 1 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 oMxEc CATE OF CO N O 00 LIJ am Cn O Fm u Z z0 LLJ p LL I C� J Z LU U) Fm ILL I— Cn LU M c, a H Ja co O N Lo LU Q T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS: BUILDING SECTIONS SCALE: DRAWN: As indicated CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A4m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS SECTION NOTES: 1. REFER TO STRUCTURAL FOR ADDITIONAL STRUCTURAL INFORMATION. EF T AIL 0 CA N SPR F AN I SUL TI E AL 3. GYPSUM BOARD FASTENING TO BE 1" TYPES DRYWALL SCREWS AT 8" O.C. AT VERTICAL JOINTS, 12" O.C. AT WALL PERIMETER AND INTERMEDIATE STUDS. ROOF ASSEMBLY 1 (T"^^' ` WALL ASSEMBLY 1, T' FLOOR ASSEMBLY 1, FLOOR ASSEMBLY 2, ASSEMBLIES FINISH FLOOR OVER 1" GYPSUM CEMENT UNDERLAYMENT OVER PLYWOOD SHEATHING PER STRUCT OVER TJI WOOD JOISTS PER STRUCT W/ ACOUSTIC BATT INSULATION OVER RESILIENT ACOUSTIC CLIPS OVER 2-LAYERS 5/8 TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH T BUILDING SECTION 8 1 /8" = 1'-0" LEVEL 3 26'-8" LEVEL 3 18'-8" LEVEL 2 9'-4" Ljhk LEVEL 1 0'-0" FLOOR ASSEMBLY 2 (SLAB ON GRADES CERMANUFACTURER), AL MBL ICA FINISH FLOOR (WHERE OCCURS) OVER S ING (PER EVATIONS VER CAST IN PLACE CONCRETE SLAB, PER STRUCT OVER x4 PT FURRING AT 24" O.C. MAX. (SPACING PER SIDING RIGID INSULATION (R-10 MIN) AROUND BUILDING'S PERIMETER AND 2' DEPTH FASTEN TO STRUCTURAL WALL FRAMING/ UNDER -SLAB VAPOR BARRIER OVER LOCKING W/ A35 CLIPS AT 24" O.C. (WHERE OCCURS, SEE ELEVS) SUBGRADE, PER STRUCT AND GEOTECH REQUIREMENTS VER FLOOR ASSEMBLY 3 (EXTERIOR ELEVATED WALKWAYS COMPOSITE WOOD PLANK DECKING OVER OPEN STRUCTURE, PER STRUCT 1J.11101:TA32111I;_1W:1011 PLYWOOD--SflEATHING;-F'ER STR GT`OVER WOOD FRAMED WALL, PER STRUCT, WITH 2" MIN CLOSED CELL SPRAY FOAM INSULATION OVER HIGH -DENSITY BATT INSULATION (R-19 MIN) OVER FINISHED GYPSUM WALL BOARD j 16 17 18 19 21 22 T 22.5 23 BUILDING SECTION 9 1/8" = 1'-0" ROOF ASSEMBLY 1 (TYPICAL ASPHALT COMPOSITE SHINGLES OVER 1-LAYER SELF -ADHERED ROOFING UNDERLAYMENT OVER PRE-ENGINEERED WOOD TRUSS W/ R-49 INSULATION (MIN) OVER 2-LAYERS 5/8" TYPE-X GYPSUM WALL BOARD, LEVEL-4 FINISH 20 21 22 24 A4.0 25 - -ROOF ASSEMBLY 1TYP , ALL ASSEMBLY 1, TYP _OORASSEMBLY 1, TYP _OOR ASSEMBLY 2, TYP AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com iric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 61 onrxa 8'tA7E OF co N O Co LU am Cn O Fm z zO LU LU C� J z LU 'j) I— Fm LU c� � oc LU M U) VQ= I— �a 00 O N L0 LUQ 00 T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. A 91011a►1F.1 BUILDING SECTIONS SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A4m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS T HIGH EAVE VENT, WHERE OCCURS, PER ROOF PLAN A - -HIGH EAVE VENT, WHERE OCCURS, PER ROOF PLAN r —� �— I I 4 I I 4 I I A8.1 .J I I A8.1 L J LEVEL 3.1 TOP PLATE 29'-2" WINDOW, PER ELEVS LEVEL 3.1 21'-2" 3 J A8.1 LEVEL 2.1 11' -10" LEVEL 1 0'-0" WALL SECTION 4 3/8" = 1'-0" LEVEL 3.1 TOP PLATE 29' - 2" LEVEL 3.1 21' - 2" LEVEL 2.1 11' - 10" r � 2 I J A8.1 _-- - - - FURRED SIDING, PER ELEV 1I1'ml mm WALL SECTION 3 3/8" = 1'-0" LEVEL 1 0'-0" 12 LEVEL 3.1 TOP PLATE 29' - 2" FURRED SIDING, PER ELEV LEVEL 3.1 I I 1 I A8.2 I owe WALL SECTION 2 3/8" = 1'-0" - - BAY WINDOW LEVEL 2.1 - -DIMENSIONAL SIGNAGE, PER ELEV - PRE-MFR CANOPY W/ TIE RODS, BEYOND WINDOW, PER ELEV ---- - PRE-MFR PLANTER - SLAB -ON -GRADE WALL SECTION NOTES: 1. REFER TO BUILDING SECTIONS FOR WALL, ROOF AND FLOOR ASSEMBLIES. 2. REFER TO DETAILS FOR COMPLETE DESCRIPTION. DETAILS ON WALL SECTIONS ARE DIAGRAMMATIC. 3. WALL SECTIONS SHOW FOOTINGS BEARING ON UNDISTURBED SOIL. THIS IS ONLY ALLOWABLE IF SOIL AT BOTTOM OF EXCAVATION MEETS MINIMUM BEARING CAPACITIES, OTHERWISE FOOTINGS MAY BE RESTING ON IMPORTED STRUCTURAL FILL. SEE CIVIL AND GEOTECHNICAL REPORT FOR REQUIREMENTS. B B.1 AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w ww.design snw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 EAVE VENT, WHER OCCURS, S,54O m PER ROOF PLAN a DAME Lu N j SATE Of 4 LEVEL 3.1 TOP PLATE A8.1 29' - 2" I A8.2 L__�'_J LEVEL 3.1 21'-2" 1 LU am cf) 0 Fm 0 0 i z 0 Q LU W 0 J U) Z LUU) I— Fm IIIIIIIIIIIIII■ LU ILLW U) VQ= I— J Z 00 N LU Q 00 N CONSTRUCTION DOCUMENTS LEVEL 2. ISSUEDATE: DECEMBER 2022 11' - 10" REVISION SCHEDULE FURRED SIDING, PER ELEV # Date Description I _--- - SIDING, PER ELEV CONTENTS: WALL SECTIONS --- SLAB -ON -GRADE LEVEL 1 I I LEVEL 1 0'-0" 0'-0" L-- 7 A8.1 WALL SECTION 1 3/8" = 1'-0" SCALE: As indicated DRAWN: CS, RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A4m10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 4 4.20 BUILDING B TYPICAL STAIR - NORTH SECTION 1/4" = 1'-0" GUARDRAIL 3 AT WALKWAY A8 I I GUARDRAIL AT STAIRS A8.4 LEVEL 3.1 TOP PLATE 29' - 2" ` J LEVEL 3.1 21' - 2" -ALL STAIRS EXCEPT BLDG A LEVEL 1: 16 RISERS @ 7" EA 15 TREADS @ 11" EA "Coll: _ IIIIIIII LEVEL 2.1 ME MENNEN BLDG A LEVEL 1 ONLY: 21 /I/I� /II III , RISERS ; TREADS @• 11 EA I I/ICI I � — � � I11111111111111 •'� - : IIIIII IIIIIII�� � � GUARDRAIL UNDER STAIRS AT 27" MAX AFF BUILDING A STAIR - SECTION 1 /4" = 1'-0" STAIR - LEVEL 2 1/4" = 1'-0" GUARDRAIL UNDER STAIRS 2 AT 27" MAX AFF BUILDING B TYPICAL STAIR - WEST SECTION 1/4" = 1'-0" LEVEL 3 TOP PLATE 26'-8" LEVEL 3 TOP TREAD LEVEL 2 9'-4n LEVEL 1 0'-0" STAIR GENERAL NOTES: 1. CONTRACTOR TO PROVIDE EXTERIOR EGRESS BALCONY, EXTERIOR EGRESS STAIRWAY, LANDINGS, GUARDRAILS AND HANDRAILS TO MEET THE REQUIREMENTS OF THE IBC WITH WA STATE AMENDMENTS. 2. PRECAST CONCRETE STAIR TREADS - FASTEN SYSTEM TO STRUCTURAL FRAMING PER MANUFACTURER REQUIREMENTS. SEE SHEET T1.2 FOR STAIR CODE REQUIREMENTS. 3. PREFINISHED ALUMUNUM VERTICAL PICKET GUARDRAILS WITH INTEGRAL HANDRAILS AND HANDRAIL EXTENSIONS - FASTEN SYSTEM TO STRUCTURAL FRAMING PER MANUFACTURER REQUIREMENTS. SEE SHEET A8.4 FOR GUARDS / HANDRAIL DESIGN. STAIR - LEVEL 3 1/4" = 1'-0" i LEVEL 1 Iq_i 0' - 0" HOUSING 1 HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com C.2r c architecture resource collaborative 119 MAIN ST, STE #200 C• SEATTLE, WA 98104-2579 (206) 322-3322 5mR TIR D o 1E A' STATE OFWAS&MM co N O Co Uj a O Fm0 0 z0 Q LU LU C� J z LU U) I— •>_ LU LU PLATE 26' - 8" U) �VQ= Ja 00 O N LU Q N EVELL-AL CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 .EVEL 2 9'-4n ]84 2 BUILDING B TYPICAL STAIR - NORTH ELEVATION 1/4" = 1'-0" REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. VERTICAL CIRCULATION SCALE: 1/4" = 1•-0•• DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A4m2O CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS AW\ HOUSING HOPE we keep hope alive FINISH PLAN GENERAL NOTES: 56" FINISH GRAPHIC LEGEND MIN 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 60" MIN 54" CPT - 1 DESIGNS F/I MIN northwest 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 24„ 12" 12" 4 " 1 ARCHITECTS MIN MIN MAX MI VERTICAL GRAB ',T CPT - 2 360. 629. 3441 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. GRAB BAR P.O. so: 1270 532, 36" BAR, SEE NOTES - - saanwSR 5 WAs9829B2 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT MIN DISPENSER www.designsnw.com HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. LOCATION F-1 ® � � FL-1 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, �, _ RANGES), WITH FINISHED REAR WALL AND BASE. Cl) 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 16"-18' 7n 9n FL-2 r c F1 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 5'-0" architecture resource collaborative MIN. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. FL-3 119 MAIN ST, STE #200 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. NOTE: SEATTLE, WA 98104-2579 REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION (206) 322-3322 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS.) CONC-1 11. SUSPENDED ACOUSTIC CELING PANELS, REFER TO RCP ACCESSIBLE TOILET MOUNTING DIMENSIONS 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. - WALK -OFF MAT c SCALE: 1/4 - 1 -0 SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION �J',540 � ��E� DAME A. N �i'�TE � M1AMMTOl�i N O 00 22 22.5 23 24 25 LU a Q -- CONTINUE FINISH FLOOR UNDER OPEN COUNTERTOPS, TYP O Q C = Z � Fm z I Q LU w l I w 2-BED 3-BED LU W �I I� J ACCESSIBLE 1 A9.0 A9'0 ACCESSIBLE 1 F TYPE A TYPE A 1-BED TYPE-B i I i DW 1-BED TYPE-B 3104 i B10 41 0 5 B10132 SIF B3 - B103 689 SIF F_901 SF ~479 SF 8 1 LUWORK - LU W AREA I Lim U) T � 1 I I 0 n n n V Q H 1 - 6 -7 6 - 1 / -----� ---- - O c� L I I I I OI O O WORK a o DW 7 A9.0 6 1- I" Lo FART TIONS'-0 Al 10 010 I I HAREA �0 DW L SE A9.0 1 1 FO B 1 0 o L J 1 L I I + Q CN 1 O C A9.0qLI 1 ED I 9.0 IX)D E ;' �H 1fl H 1H 4n _H F_ A9.0 /" 1 N CONSTRUCTION N - - - DOCUMENTS ^ i_CLOSET- : � � P I - _ CLOSET - . ._ ,. ` REF. O ISSUE DATE: DECEMBER 2022 ,`, nF B1 A9.0 2 0' v -712 _ , 6 / ` A9.0 REVISION SCHEDULE CLOSET `�'jo� CLOSET N A4 3 A9.0 N # Date Description rn BEDROOMS 2 01-25-2023 PERMIT RESUBM. M A3 CL o A3 A4 2'1i 0 A9.0 8 -6' ,.4114 BEDROOM` N A3 A3 N ALL SINK HEIGHTS'IN - : - ADA TYPE=A UNVITS.TO ". ' a BE 34" A.F.F, MAX, TYP MED'CAB; RECESSSED}, TYP ALL INTERIOR MED CAB, III 4B� aa1' ag.114"° <i 2°1/4". $2 ; Al PARTl710N5,TOBE RECESSED' TYP _ - IIIII °. ° - „ BEDROOM TYPE Al U:N.O. . MECH 1 HPWH 1 III BEDROOM 2 fLEC rn BEDROOM 1 B121 d _ B2 105 SF a CLO:, �- =I d _ BEDROOM 2 BEDROOM 1 _ a 0 ° w n d .° ;� ; -CLOSET a .a IIIIIIII ®.FIRE RISER ; . B1 ° : a < b CONTENTS: IIII CLOSET,, > B120 co IIII as - 66 SFa ELEC.d . _ _ : =4 =�": -.-..- -- -. -.-• - _ _-_ - -,- .--,- -'�-. - �''-_� - ;-` -. -'- -�'- .-- ENLARGED UNIT B122° IIII a a- a :.�.; �2-------------- " °`° a 27 SF - - - - - - - - - - - - - - - - - - - - - - - - - - 2'`t 0° - 2' -i 0 PLANS III III III III III III III III III III III III III III III III � � �•°' _ , � II (I I I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I I I N SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 ENLARGED UNIT PLANS -B101. B102. B103. B104 1 /4" = 1'-0" SHEET: A5mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DJ'AWING`S ­AND`SP1ECIf1CATIONS 0 C 0 AF EA IN NOWN AMA IN 111111 9" 6'114", a` =, 6'91/2"; -. .MECH 1 HPWH 1, ° :d a :' °FIRE RISER ,`- °-_ ° ° ELEC ELEC A °' , s 68 SF--, d ' °56 SF ° 98 SF' ° d, < , ° 4 a' 4 _ - - - d - - - - - - _ 14 ENLARGED UNIT PLAN - D101 1 /4" = 1'-0" 0 0 zt M ZN FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. ENLARGED UNIT PLAN - C101 1 /4" = 1'-0" S I M: C 102, C 103, D 102, D 103, D 104, D105 56" 8110 60" MIN 54" MIN 24" 12" 12" 1 4: MIN MIN MAX M GRAB BAR 36" MIN 7n-9n 5'-0" MIN. NOTE: REFER TO DETAILS 43, 52 & 54 ON SHEET T1.8 FOR FURTHER INFORMATION ---------- VERTICAL GRAB BAR, SEE NOTES DISPENSER LOCATION v g ACCESSIBLE TOILET MOUNTING DIMENSIONS SCALE: 1/4" = 1'-0" 12 SEE SPECIFICATIONS FOR ADDITIONAL ACCESSORY INFORMATION FINISH GRAPHIC LEGEND CPT-1 CPT-2 F-1 FL-1 F1 FL-2 Iq FL-3 CONC-1 WALK -OFF MAT 2) (3 1 T- 4 3/4" 4'- 0 1 /2" 1 V- 5 1 /4" �, CAR° - '• .. -• � •"' ' •CLd ET 2. 0 'BEDROOM't ` C f2 CLOSET, ; BEDROOM2`. 0 o 8 A9.0 BEDROOM'S 6' ULN —CLOSET 1!111 ld IIIAII lli` oil � 111 911 ! ! 111. ' ' 3-BED TYPE B A9.1 1 C104 901 SF CONTINUE FINISH FLOOR UNDER OPEN COUNTERTOPS. TYPE--I-I- ENLARGED UNIT PLAN - C104 1 /4" = 1'-0" SIM: D106 1 A9.1 OC AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 LU a O C/) 0 i � Q Q LU W C� J Z LU U) I— LU cf) LPL w M U) VQ= O �a 00 N L0 LU Q N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 2 01-25-2023 PERMIT RESUBM. ENLARGED UNIT PLANS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A5ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING 0 ONS 0 0 12'- 10 1 /4" 9' - 1 3/4" 8'-93/4" 4'-01/2" 2'-93/4" 6' - 4 1 /4" Al -ALL "INTERIOR "- PART►TIONS T BE Al UNLESS OTHERWISE 'NOTED o BEDRO W' - BEDROOM = r N CLO. to =-=CLOD==-"— �' M A.5 0 N 0 A9.1 _ REF. O O — co 5 12 o _ A9.1 --1 L�� ENLARGED UNIT PLAN -A204 1 /4" = 1'-0" SIM: A202, A203, A3021 A3031 A3041 B202, B302, C2015 C202, C2035 C301, C3025 C303, D2015 D202, D2031 D204, D2051 D301, D3021 D303, D3041 D305 co FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. ENLARGED UNIT PLAN - A201 1 /4" = 1'-0" SIM: A205, A301, A305, B201, B301, C204, C3045 D206, D306 2.5 w I� 6'-7a 1 FINISH GRAPHIC LEGEND ■ POW SEEN CPT - 1 CPT-2 FL-1 FL-2 FL-3 CONC-1 WALK -OFF MAT 10' -111, o T` • '( B1 BEDROOM WALK=IN jr, CLOSET"- ; r. CLOSET ENLARGED UNIT PLAN - B203 1 /4" = 1'-0" SIM: B204, B303, B304 23 LCD � AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 LU a O Fm 0 0 Z Q LUw 0J U) z LU 2 H Fm LU c� � OC w M U) VQ= I— O Ja 00 N L0 W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 IPERMITRESUBM. ENLARGED UNIT PLANS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A5m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING 0 ONS LEGEND 0 WARM -AIR DRYER TOILET SEAT COVER DISPENSER G UTILITY SHELF W/ MOP/BROOM J 0 RECESSED SANITARY NAPKIN O TOILET PAPER HOLDER © MIRROR O MIRROR W/ MEDICINE CABINET HOLDERS AND RAG HOOKS DISPOSAL UNIT © COMBINATION TOWEL O DIAPER CHANGING STATION DRINKING FOUNTAINS 0 SURFACE MOUNTED TOWEL HOOK GRAB BAR O TOWEL SHELF DISPENSER / WASTE RECEPTACLE, SANITARY NAPKIN DISPOSAL RECESSED UNIT T © COMBINATION TOWEL 0 LIQIUD SOAP DISPENSER O ILET PAPER DISPENSER TOILET TISSUE DO AIR BLADE HAND DRYER R SHOWER BENCH DISPENSER/WASTE RECEPTACLE, STOORAGE FOR ROLL © DISPENSER OO ACCESSIBLE URINAL (PER 53 & 54 / T1.8) SURFACE SURFACE MOUNTED NOTES 1. MAX AND MIN DIMENSIONS ARE FOR UNOBSTRUCTED FORWARD AND SIDE REACH RANGES PER SECTION 308 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 2. DIMENSIONS ARE TAKEN FROM FINISH FLOOR TO THE OPERABLE PART OF RECEPTACLE, U.O.N 3. DRINKING FOUNTAINS - DIMENSION TO SPOUT OUTLETS 4. LAVATORIES - DIMENSION TO TOP OF RIM OR COUNTER SURFACE, WHICHEVER IS HIGHER. 5. MIRROR ABOVE LAVATORIES - DIMENSION TO BOTTOM OF REFLECTING SURFACE. 6. GRAB BARS - DIMENSION TO TOP OF GRIPPING SURFACE. 7. PROVIDE BLOCKING AS REQUIRED FOR ATTACHMENT OF ALL ACCESSORIES. 8. VERTICAL GRAB BAR AT ACCESSIBLE TOILET - PER ICC A117.1-2009, PROVIDE AN 18" VERTICAL GRAB BAR AS SHOWN, WITH THE BOTTOM OF THE BAR LOCATED 39-41 INCHES ABOVE THE FLOOR AND WITH THE CENTERLINE OF THE BAR LOCATED 39-41 INCHES FROM THE REAR WALL. 9. VERTICAL GRAB BAR AT ACCESSIBLE SHOWER - PER ICC A117.1-2009, PROVIDE AN 18" VERTICAL GRAB BAR AS SHOWN, 3-6 INCHES ABOVE THE HORIZONTAL GRAB BAR, AND 4 INCHES MAX INWARD FROM THE FRONT EDGE OF THE SHOWER. ENLARGED PLAN -TOILET (A109 1 /2" =1'-011 60" MIN 941, 191, 12" 56" MIN 54" MIN 4 FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CELING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. 00, i i I i s o \ TOILET Al 33 2 53 SF OPER 12 / T1.8, TYP. ENLARGED PLAN -TOILET (Al 13 1 /2" = 1'-0" HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.0' Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 Uj am Cn O Fm u Z z0 LLJ LLI C� J z LU U) Fm LU LU Cl) LL c, a H O Ja co N Lo LU a T_ N ao CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: ENLARGED COMMERCIAL RESTROOM PLANS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A5m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5'-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL EjGWB ON 12" DROPPED SOFFIT 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN 6 7 8 9 10 2 <D (A3.) 1 9 A4.3 2 A4.0 I BED Tim- 61 XLN" %0*100. IBM s 20 21 22 22.5 RCP - LEVEL 1 - BUILDING A & B 1 /8" = 1'-0" 3 A3.3 23 1 A4.0 12 A.5 7 A4.2 AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O Uj m rn a O z 0 i � Q Q LLJ W U) C� J U) Z W H W W cf) LL U) VQ= I— O am 00 N ur) LU Q Co N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE 9 # Date I Description A4.3 1 10-19-2022 IBIDSET 2 01-25-2023 1 PERMIT RESUBM. RCP - LEVEL 1 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A6ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL EjGWB ON 12" DROPPED SOFFIT 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN E1 2 RCP - LEVEL 1 - BUILDING C & D 1 /8" = 1'-0" 2 4 A4.1 NO! 3 T 5 3 A3.5 A3.4 1 -BED TYPE B, 3 I A3.5 17 18 19 3 A4.1 6 7 2 A3.5 Y ECH 1 HPWH 1'-• ; -FIRE RISER' • ELEC; , .:. 'ELEC, :"­',3-'s, -_ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O LU m rn a 0 �0 0 i � Q Lu L0 LJ C� J a O z LU U) H I— W W cf) L D' LL I—W � U) V 00 In O Ja Q N z T W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 8 REVISION SCHEDULE 4.3 # Date I Description 2 01-25-2023 PERMIT RESUBM. RCP - LEVEL 1 - BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A6m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL EjGWB ON 12" DROPPED SOFFIT 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN 6 7 8 9 10 A32 RCP - LEVEL 2 - BUILDING A & B 1 /8" = 1'-0" 2 A3.5 (A3.) 1 9 A4.3 3 A3.3 A3.2 2 T jag �I. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 A.5 55ao R TER DBE a N STATE OFW 7 A4.2 co N BCD Uj Co rn B.1 a z O __(B.2 T 0 z0 i � Q Q Lu W C� J C.2 z LU � � W LU) W H C.1 VQ= I — aN W Q Co N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE 9 A4.3 # Date I Description 2 01-25-2023 PERMIT RESUBM. ---(::D ) RCP -LEVEL 2- BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A6m3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL EjGWB ON 12" DROPPED SOFFIT 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN 6 A4.2 8 A4.3 RCP - LEVEL 2 - BUILDING C & D. 1/8" = 1'-0" 2 1 3 4 5 4 t T r� ?1FL1 3 A3.5 A3.4 1 T 7 W HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com rc architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 LU m rn O �0 0 i � Q Q0 Lu W C� J U) Z LUU) Fm H W W LL U) VQ= I— O �a 00 N ur) T W Q T_ N 00 CONSTRUCTION DOCUMENTS 8 ISSUE DATE: DECEMBER 2022 4.3 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. RCP - LEVEL 2- BUILDING C & D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A6m4 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL EjGWB ON 12" DROPPED SOFFIT 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN 6 7 8 A3.2 1 i 2 A3.5 A3.3 1 9 A4.3 9 10 20 21 22 22.5 RCP - LEVEL 3 - BUILDING A & B 1 /8" = 1'-0" 12 1 A4.0 i B.1 B.2 3 )(: A3.3 A3.2 2 B.1 B.2 3 )(: A3.3 A3.2 2 F1 i 3 A3.3 2 1 A4.0 A4.0 23 24 25 A.5 7 A4.2 9 A4.3 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ajjl���Illlllll � iric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O 00 LU am cf) 0 z 0 0 i � Q Q Lu LU C� J Z LU U) I- LU cf)LL U) VQ= I- O �a 00 N LU Q Co N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. RCP - LEVEL 3- BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A6m5 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS CEILING PLAN NOTES: 1. REFER TO T1.0 FOR GENERAL NOTES. 2. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION, INCLUDING DEVICES NOT SHOWN ON THESE DRAWINGS. 3. ALL GWB CEILINGS AND SOFFITS ARE SUSPENDED ON CEILING JOISTS OF DESIGN -BUILD COLD FORMED METAL FRAMING. REFER TO SPECIFICATION SECTION 05 40 00 "COLD FORMED METAL FRAMING" AND STRUCTURAL NOTES. 4. REFER TO FINISH SCHEDULE FOR FINISHES INCLUDING, BUT NOT LIMITED TO THOSE AT CEILINGS, EXPOSED STRUCTURE, EXPOSED DUCTS AND EXPOSED PIPING. 5. FOR EXTERIOR LIGHTING AND ELECTRICAL DEVICES NOT MOUNTED DIRECTLY TO EXTERIOR WALLS, CONDUITS ARE TO BE INSTALLED WITHIN THE RIGID INSULATION LAYER ABOVE THE ROOF DECK. 7. MOTORIZED SHADES @ WINDOWS NOT SHOWN; REFER TO SPECIFICATIONS FOR LOCATIONS & QUANTITIES REQUIRED. SEE ELEVATIONS FOR HEIGHTS OF WINDOWS. COORDINATE WITH ELECTRICAL. 8. CEILING DESTRATIFICATION FANS BY MECHANICAL DESIGNER AT MULTIPLE LOCATIONS IN FITNESS ROOM 204 AND GYM 121. COORDINATION FINAL PLACEMENT WITH ARCHITECT. 9. MECHANICAL EQUIPMENT SHOWN IS FOR COORDINATION PURPOSES ONLY. ACTUAL MECHANICAL DESIGN SHALL BE BY PUBLISHED MECHANICAL DRAWINGS. 10. WOOD SLAT CEILING SLOPE TYPICAL. LOCATE 5-2" BELOW DECK. DESIGN INTENT FOR MEMBERS TO BE 5/4" X 3" X 8' UNLESS OTHERWISE NOTED. CEILING ASSEMBLY LEGEND GWB ON RESILIENT CHANNEL ..I Ej GWB 0N 12" DR SOFFIT DROPPED 2X4 ACT SUSPENDED CEILING SYSTEM ❑ ERV ACCESS HATCH, COORD W/ MECH ATTIC ACCESS HATCH EXIT ® EXIT SIGN 6 A4.2 3 A3.1O 3 4 5 2 6 7 4 3 A4.1 A4.1 A3.4 Ir 27 = 2 A3.4 6 ME 01 A4.2 0 TT 'O p �� p ,O - O -0 2-BED, 2-BE6 _ ­2-6ED . . 2 AIF\ C.2 C ° 3-BED_, A .1 2 - __ _ 3 D306•• �8 - o -- 8 _ D 3 A3.5 A3.4 1 J TL im, mm IMES., r 3 4 A3.5 A4.1 15 16 17 18 19 RCP - LEVEL 3 - BUILDING C & D uE:1111111MI,1l 2 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE WA 98104-2579 (206) 322-3322 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE s 4.3 # Date De, crip tion 2 01-25-2023 PERMIT RESUBM. ' CONTENTS: RCP - LEVEL 3- 3 BUILDING C & D A4.1 SCALE: As indicated 2� 21 DRAWN: Author CHECKED: Checker PROJECT No: 2021031.00 SHEET: A6m6 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS C.2 C ° 3-BED_, A .1 2 - __ _ 3 D306•• �8 - o -- 8 _ D 3 A3.5 A3.4 1 J TL im, mm IMES., r 3 4 A3.5 A4.1 15 16 17 18 19 RCP - LEVEL 3 - BUILDING C & D uE:1111111MI,1l 2 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE WA 98104-2579 (206) 322-3322 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE s 4.3 # Date De, crip tion 2 01-25-2023 PERMIT RESUBM. ' CONTENTS: RCP - LEVEL 3- 3 BUILDING C & D A4.1 SCALE: As indicated 2� 21 DRAWN: Author CHECKED: Checker PROJECT No: 2021031.00 SHEET: A6m6 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS PARTITION SCHEDULE STC RATING = 34 5/8" GWB - EACH SIDE Al 2X4 WOOD STUD @ 16" O.C. STC RATING = 35-37 ,,o�-5/8" GWB - EACH SIDE A2 2X4 WOOD STUD @ 16" O.C. ACOUSTIC BATT INSULATION SEE ACOUSTIC NOTES 21 STC RATING = N/A 5/8" GWB - ONE SIDE A3 2X4 WOOD STUD @ 16" O.C. 5/8" GWB - EACH SIDE (2) LAYERS 5/8" GWB ONE SIDE TO FLUSH W/ ADJACENT PARTY WALL A4 2X4 WOOD STUD @ 16" O.C. ACOUSTIC BATT INSULATION - SEE ACOUSTIC NOTES 1" TYPE S DRYWALL SCREWS, 8" O.C. VERTICAL JOINTS - 12" O.C. @ WALL PERIMETER AND INTERMEDIATE STUDS JOINTS STAGGERED 32" EACH LAYER AND SIDE STC RATING = 34 GWB - TYPE X EACH SIDE WOOD STUDS @ 16" O.C. FIRE RATED LOCATIONS PER FLOOR PLANS, FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS STC RATING = 35-37 5/8" GWB - TYPE X, EACH SIDE 2X6 WOOD STUDS @ 16" O.C. ACOUSTIC BATT INSULATION - SEE ACOUSTIC NOTES AT FIRE RATED LOCATIONS PER FLOOR PLANS, FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS STC RATING = 56 2 LAYERS 5/8" GWB (OUTER LAYER TYPE-X), EACH SIDE 2X4 WOOD STUD @ 16" O.C. STAGGERED 8" O.C. ON 2X6 PLATES ACOUSTIC BATT INSULATION - SEE ACOUSTIC NOTES AT FIRE RATED LOCATIONS PER FLOOR PLANS, FIRE CAULK PERIMETER AND PENETRATIONS AND FIRE TAPE JOINTS EXTERIOR WALLS GA FILE NO. PROPRIETARY W P 7940 GYPSUM BOARD. GLASS MAT GYPSUM SUBSTRATE. WOOD STUDS Fire Design: One layer 5/8" proprietary type X glass mat gypsum sheathing applied parallel or at right angles to 2 x 4 wood studs 16" o.c. with galvanized roofing nails, 1-3/4" long, 0.128" shank. 7/16" head, 7" o.c. or 1-1/4" corrosion resistant Type W screws 8" o.c. Exterior cladding to be attached through glass mat sheathing to studs. INTERIOR SIDE: One layer 5/8" proprietary type X gypsum board applied parallel or at right angles to studs with 6d coated nails, 1-7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. or 1-1/4"Type W screws 8" o.c. (LOAD -BEARING) Joints staggered on opposite sides. Sound Design: Sound tested with resilient channels 24" o.c. attached at right angles to interior side of 2 x 4 wood studs with 1-1/4" Type W screws. One layer 5/8" proprietary type X gypsum board applied vertically to channels with 1" screws 8" o.c. 3-1/2" glass fiber insulation in stud cavity. PROPRIETARY GYPSUM BOARD National Gypsum Company - 5/8" Gold Bond" eXP'" Fire -Shield Sheathing - 5/8" Gold Bond Fire -Shield Gypsum Board 1 HOUR FIRE PARTITION SCHEDULE NOTES: 1. PLAN INDICATORS AND PARTITION TYPES ARE N.T.S. 2. JOINTS STAGGERED 24" EACH LAYER AND SIDE, SEAL ALL PENETRATIONS 3. SEE STRUCTURAL FOR LOAD BEARING AND SHEAR WALL LOCATIONS. SHEATHING IS NOT SHOWN ON ARCHITECTURAL DRAWINGS - PROVIDE SHEATHING PER STRUCTURAL. 4. CONTRACTOR TO COORDINATE SHEARWALL LOCATIONS WITH PARTITION TYPES INDICATED. GWB FINISH IS TO BE COORDINATED SUCH THAT WALLS CONTAINING PLYWOOD SHEATHING DO NOT RESULT IN A NON -FLUSH OR'STEPPED' FINISHED WALL SURFACE. 5. ACOUSTIC PARTITIONS: FILL WITH BATT INSULATION FOR "SOUND CONTROL", U.O.N. THE THICKNESS SHALL BE FULL WIDTH OF STUDS. SECURE INSULATION TO PREVENT SAGGING AND SEAL PERIMETER PER GYPSUM ASSOCIATION DESIGN MANUAL - SEE SPECIFICATION FOR JOINT SEALANTS. STAGGER AND SEAL ALL ELECTRICAL OUTLETS. EXTEND GWB TO UNDERSIDE OF DECK - TYP. WHERE PARTITIONS SEAL TO A ROUGH OR CORRUGATED SURFACE, CLOSURE STRIPS ARE REQUIRED. 6. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE (JOISTS WHERE PERPENDICULAR, DECK WHERE PARALLEL AND NOT FALLING ON A JOIST), U.O.N. - SEE INTERIOR ELEVATIONS. GLASS -MAT BOARD MAY BE SUBSTITUTED FOR GWB AT ABOVE -CEILING LOCATIONS, EXCEPT WHERE CEILING IS A FLOATING "CLOUD" (DOES NOT EXTEND TO WALL). 7. AT NON -BEARING PARTITIONS THAT EXTEND TO STRUCTURE OR DECK ABOVE, FURNISH SLIP CONNECTION AT TOP OF WALL THAT ALLOWS 1-1/2" MIN. DIFFERENTIAL DEFLECTION OF STRUCTURE ABOVE, U.N.O. 8. WHERE TWO OR MORE LAYERS OF GWB ARE USED, DO NOT CEMENT GWB TO THE INITIAL LAYER. USE NAILS OR SCREWS. STAGGER LAYERED BOARD JOINTS. 9. PARTITION SCHEDULE REFERS TO INTERIOR PARTITION AND FURRED CONDITIONS ONLY. REFER TO SECTIONS AND DETAILS FOR EXTERIOR WALL 10. THE PARTITION SCHEDULE REFERS TO TYPICAL INTERIOR PARTITIONS. SOME OF THESE PARTITIONS ARE REQUIRED TO BE SMOKE -RESISTIVE OR FIRE -RATED. THE PARTITION SCHEDULE IS COMPLIMENTARY WITH THE PLANS AND PLAN LEGEND ON THE A2 SHEETS WHERE FIRE RATED CONSTRUCTION (SMOKE -RESISTIVE SEPARATIONS AND FIRE PARTITIONS) IS SHOWN TO BE REQUIRED. 1 1" T RYWAL EWS, 8 . . ERTIC NTS - 1 ' �.@_)WA�LIM­ETE INTER E STU . GA FILE NO. GENERIC 1 HOUR WP 3661 FIRE GYPSUM WALLBOARD. WOOD STUDS. INSULATION Fire Design: One layer 5/8" type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 16" o.c. with 2-1/4" Type S or W screws 12" o.c. 5-1/2" mineral fiber insulation, nominal 2.5 pcf, friction fit in stud cavity. Vertical joints staggered 16" o.c.. horizontal joints staggered 24" o.c., on opposite sides. Tested at 5,156 Ibs per stud or 100 percent of design load. (LOAD - BEARING) Thickness: 6-3✓4" (Fire) Approx. Weight: 8.5 psf (Fire) Fire Test: ITS J99-22441.1,10-99 GA FILE NO. PROPRIETARY 1 HOUR 50 to 54 STC WP 3262 FIRE SOUND GYPSUM PANELS.WOOD STUDS. INSULATION Fire Design: One layer 5/8" proprietary type X gypsum panel 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 1-7/8" Type W screws 7" o.c. Joints staggered 16" side to side. 3-1/2" glass fiber insulation friction fit into both sides of the cavity. Horizontal bracing required at mid -height. Joints staggered 16" each layer and side on opposite sides. (LOAD - BEARING) Sound Design: Sound tested with additional layer 5/8" proprietary type X gypsum panels applied parallel or at right angles to each side of the studs with 2" Type W screws 7" o.c. at the perimeter and in the field. Face layer offset 16" from base layer. PROPRIETARY GYPSUM PANEL PABCOGypsum - 5/8" FLAME CURB 'Type X FLOOR -CEILING SYSTEMS. WOOD FRAMED 50 to 54 STC GA FILE NO. PROPRIETARY SOUND FC 5050 Thickness: 4-3/4" (Fire) 5-1/4" (Sound) Approx. Weight: 7.5 psf Fire) 7.8 psf Sound) FireTest: UL R3501, 07NK17992. 12-12-07. 11 NK04794 04-08-11. UL Designs U337, U305 Sound Test: NGC2011071, 12-19-11 WOOD I -JOISTS. RESILIENT CHANNELS. GYPSUM WALLBOARD, INSULATION Fire Design: Base layer 5/8" proprietary gypsum wallboard applied at right angles to resilient channels 16" o.c. with 1"Type S screws 8" o.c. Resilient channels applied at right angles to 9-1/2" deep wood I -joists 24" o.c. with 1-1/4 Type S screws. Face layer 5/8" proprietary type X gypsum wallboard applied at right angles to resilient channels with 1-5/8"Type S screws 8" o.c. Minimum 3-1/2" glass fiber insulation over resilient channels. Wood I -joists supporting 23/32" wood structural panels applied at right angles to I -joists with 2-1/2" long smooth shank nails 6" o.c. at the perimeter and 12" o.c. in the field. Sound Design: Sound tested with 1" proprietary gypsum floor topping poured over 3/8" proprietary sound reduction mat. Finish floor of 3/16" LVT over underlayment. 3/8" engineered wood over underlayment or carpet & pad. PROPRIETARY GYPSUM BOARD CertainTeed Gypsum. Inc. - 5/8" CertainTeed'=' Type X Thickness: 6-3/4" (Fire) 8" (Sound) Approx. Weight: 8.0 psf (Fire) 10.9 psf (Sound) Fire Test: UL R7094, 07CA62488. 04-01-2008, UL Design U340 Sound Test: NOAL 17-0938.09-21-2017 1 HOUR 55 to 59 STC FIRE I SOUND Approx. Ceiling Weight: 4.8 psf (Fire and Sound) Fire Test: UL R3660, 4788646929. 11-2-18, UL Design M544 Sound Test: NGC 5019096 & NGC 7019126. 10-30-19 (STC 58, IIC 49), NGC 5019095 & NGC 7019125. 10-30-19 (STC 57. IIC 82 C&P, NGC 5019094 & NGC 7019124. 10-29-19 (STC 58, IIC 62 LVT). NGC 5019093 & NGC 7019123. 10-29-19 (STC 59. IIC 61 engineered wood) AWF\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Saiu B Stanwood, WA 98292 www. designsaw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N 0 00 UJ am Cn O FM u Z Z0 LLJ Q LIJ C� J Z LU U) LU LU Cl) LL c, a H O Ja co N LO W Q N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 PERMIT RESUBM. CONTEND`. - Y v Y v PARTITION SCHED. AND RATED ASSEMBLIES CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A7nO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 2 DOOR SCHEDULE DOOR PANEL DOOR FRAME FIRE RA COM ENTS MARK TYPE WIDTH HEIGHT MAT'L FINIS TYPE MAT'L FINISH A100A C T- 0" 8'- 0" IM FF 1 MTL PT --- PH, SELF -CLOSING, ACCESSIBLE A100B C T- 0" 8'- 0" IM FF 1 MTL PT - PH, SELF -CLOSING, ACCESSIBLE A101A A 3'- 0" T- 0" WD PT 1 MTL PT - ACCESIBLE A101 B C T- 0" T- 10" IM FF 3 MTL PT - PH, SELF -CLOSING, ACCESSIBLE A102 A T- 0" T- 0" WD PT MTL PT - ACCESSIBLE A103 A T- 0" T- 0" WD PT 1 MTL PT ACCESSIBLE A104 A 3'- 0" T- 0" WD PT 1 MTL PT - ACCESSIBLE A105 1 A T- 0" T- 0" WD PT 1 MTL PT --- ACCESSIBLE A106 A T- 0" T- 0" WD PT 1 MTL PT ACCESSIBLE A107 A T- 0" T- 0" WD PT 1 MTL PT - ACCESSIBLE A108 A T- 0" T- 0" WD PT 1 MTL PT ACCESSIBLE A109A A T- 0" T- 0" WD PT 1 MTL PT - ACCESSIBLE A - 0" W PT 1 PT ACCESSIBLE A111 T - 0" 7' - 0" D MTL - ACCESSIBLE A111 B C T- 0" T- 10" IM FF 1 MTL PT --- ACCESSIBLE 1 C 2' - 8" 8" P 1 L A111 A 2`- 6' WD PT MTL PT - A111 E A 4'- 0" 6'- 8" WD PT 2 MTL PT A111 F A 4'- 0" 6'- 8" WD PT 2 MTL PT - A111 G A 4'- 0" 6'- 8" WD PT 2 MTL PT - A111 H A 2'- 8" 6'- 8" WD PT 1 MTL PT - A1111 A 2'- 8" 6'- 8" WD PT 1 MTL PT A111 J A 2'- 8" 6'- 8" WD PT 1 MTL PT - A111 K A 2'- 8" 6'- 8" WD PT 1 MTL PT - A111 L A 2'- 8" 6' - ' WD PT 1 MTL PT - A111 M A 4'- 0' 6' - 8' WD PT 2 MTL PT A111 N A 4'_ ' 6' - 8" WD PT 2 MTL PT - A1110 A 4'_ 0 6' - 8" WD PT 2 MTL PT - A111 P A 2'- 8" 6'- 8" WD PT 1 MTL PT - A111 Q A 2' - 8" 6-8' WD PT 1 MTL PT - A111 R A 2'- ' 6'- 8" WD PT 1 MTL PT A112 A T- 0 T_ 0" �WD PT 1 MTL PT - ACCESSIBLE A113 A T-0" T- 0" D PT 1 MTL PT - ACCESSIBLE A114 A T- 0" T- 0' WD PT 1 MTL PT ACCESSIBLE A120A A T_ ' 7' - 0" IM PT 1 MTL PT - SELF -CLOSING, ACCESSIBLE A120B A T- 0' T_ 0" PT 1 MTL PT - - ACCESSIBLE A121 D T- 0" T- 0" rWD M PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE A122 D T- 0" 7' - 0" IM PT 2 MTL PT - SELF -CLOSING, ACCESSIBLE A123 A T- T- 0" WD PT 1 MTL PT - ACCESSIBLE A124 D T_ 0' T- 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE A125 D T- 0" T- 0" IM PT 2 MTL PT --- SELF -CLOSING, ACCESSIBLE A201A A T.- 0" T- 0" STL PT 1 MTL PT DOOR VIEWER A201 C A 2'- 6'- 8" WD PT 1 MTL PT - A201 D A 2'_ 6' - 8" WD PT 1 MTL PT -- A201 E A 2'- 8" 6'- 8" WD PT 1 1 MTL PT - md A201 F A 2'- 8" 6' - 8" WD PT 1 MTL PT A201 G A 2'- 6'- 8" WD PT 1 MTL PT - A201 H A 4'_ ' 6'- 8" WD PT 2 MTL PT - - A201 J A 4'- 0" 6'- 8" WD PT 2 MTL PT - A201 K A 4'- 0" 6'- 8" WD PT 2 MTL PT - A202A A T- T- 0" STL PT 1 MTL PT - DOOR VIEWER A202B A 2'- " 6'- 8" WD PT 1 MTL PT --- A202C A 2'- 8" 6'- 8" WD PT 1 MTL PT - A202D A 2'- 8" 6'- 8" WD PT 1 MTL PT A202E A 2'- 8r 6'- 8" WD PT 1 MTL PT - A202F A 4'- 6'- 8" WD PT 2 MTL PT --- A202G A 4'- 0" 6'- 8" WD PT 2 MTL PT - - A203A A T- 0" T - 0" STL PT 1 MTL PT DOOR VIEWER A203B A 2'- 8r 6'- 8" WD PT 1 MTL PT A203C A 2'- 6'- 8" WD PT 1 MTL PT --- A203D A 2'- 8" 6'- 8" WD PT 1 MTL PT - A203E A 2'- 8" 6' - 8" WD PT 1 MTL PT - A203F A 4'- 0' 6'- 8" WD PT 2 MTL PT A203G A 4'- 6'- 8" WD PT 2 MTL PT --- A204A A 3' - 0" T- 0" STL PT 1 MTL PT - DOOR VIEWER A204B A 2'- 8" 6' - 8" WD PT 1 MTL PT A204C A 1 2'- 8' 6'- 8" WD PT 1 MTL PT A204D A 2'- " 6'- 8" WD PT 1 MTL PT --- A204E A 2'- 8" 6'_ 8" WD PT 1 MTL PT A204F A 4'- 0" 6'- 8" WD PT 2 MTL PT - A204G A 4'- 0" 6'- 8" WD PT 2 MTL PT A205A A 3' - " T- 0" STL PT 1 MTL PT --- DOOR VIEWER A205C A 2' - 8" 6'- 8" WD PT 1 MTL PT A205D A 2' - 8" 6' - 8" WD PT 1 MTL PT - A205E A 2' - 8" 6'- 8" WD PT 1 MTL PT A205F A 2'_ " 6' - 8" WD PT 1 MTL PT --- A205G A 2'- 8" 6'- 8" WD PT 1 MTL PT A205H A 4'- 0" 6' - 8" WD PT 2 MTL PT - A205J A 4'- 0" 6'- 8" WD PT 2 MTL PT A205K A 4'- " 6'- 8" WD PT 2 MTL PT --- A301A A 3' - 0' T- 0" STL PT 1 MTL PT DOOR VIEWER A301 C A 2'- 8" _-8 WD PT 1 MTL PT - A301 D A 2'- 8" 6'- 8" WD PT 1 MTL PT - A301 E A 2'- " 6'- 8" WD PT 1 MTL PT --- A301 F A 2'- 8' 6'_ 8" WD PT 1 MTL PT A301 G A 2'- 8" 6'- 8" WD PT 1 MTL PT - A301 H A 4'- 0" 6'- 8" WD PT 2 MTL PT A301 J A 4'_ 6'- 8" WD PT 2 MTL PT - - A301 K A 4'- 0 6'- 8" WD PT 2 MTL PT - A302A A T- 0" 7' - 0" STL PT 1 MTL PT - DOOR VIEWER A302B A 2'- 8" 6'- 8" WD PT 1 MTL PT A302C A 2'- 6'- 8" WD PT 1 MTL PT --- A302D A 2'- 8 6'- 8" WD PT 1 MTL PT A302E A 2' - 8" 6'- 8" WD PT 1 MTL PT - A302F 4' - 0" 6'- 8 WD PT 2 MTL PT A302G A 4'_ 6- 8" WD PT 2 MTL PT --- A303A A T- 0 T- 0" STL PT 1 MTL PT DOOR VIEWER A303B A 2' - 8" 6-8" WD PT 1 MTL PT - A303C A 2' - 8' 6' - 8 WD PT 1 MTL PT A303D A 2'- ' 6'- 8" WD PT 1 MTL PT --- A303E A 2'- 8 6'_ 8" WD PT 1 MTL PT A303F A 4'-0" 6-8" WD PT 2 MTL PT A303G A 4' - 0" 6-8 WD PT 2 MTL PT A304A A T_ 7' - 0" STL PT 1 MTL PT - - DOOR VIEWER A304B A 2' - 8 6'- 8" WD PT 1 MTL PT A304C A 2'- 8" 6-8- WD PT 1 MTL PT - - DOOR SCHEDULE DOOR PANEL DOOR FRAME FIRE RAT COM ENTS MARK TYPE WIDTH HEIGHT MAT'L FINISH TYPE MAT'L FINISH A304D A 2'- 8" 6'- 8" WD PT MTL PT - - A304E A 2'- 8" 6'- 8" WD PT 1 MTL PT A304F A 4'- 0" 8 WD PT MTL PT - A304G A 4'_ 0" 6'- 8" WD PT 2 MTL PT - A305A A 3' - 0" T_ 0" STL PT 1 MTL PT --- DOOR VIEWER A305C A 2'- 8" 6'- 8" WD PT 1 MTL PT A305D A 2' - 8" - 8 WD PT 1 MTL PT - A305E A 2'- 8" 6'- 8" WD PT 1 MTL PT A305F A 2' - 8" 6'_ 8" WD PT 1 MTL PT - - A305G A 2'- 8" 6'- 8" WD PT 1 MTL PT A305H A 4'_ 0" - 8 WD PT 2 MTL PT A305J A 4'- 0" 6'- 8" WD PT 2 MTL PT - 305K A 4'_ 0" 6'_ 8" WD PT 2 MTL PT --- B101A A T- 0" T- 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE B101 B C T- 0" -1 STL PT 3 MTL PT DOOR VIEWER, ACCESSIBLE B101C A 2'- 10" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE B101 D A T- 0" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE B101 E A T- 0" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE B101 F A 3' - 0" - 8 WD PT 1 MTL PT ACCESSIBLE B101 G A 3' - 0" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE B101 H A 2' - 8" 6' 8" WD PT 1 MTL PT - ACCESSIBLE B101J A 4'- 0" 6'_ 8" WD PT 2 MTL PT - ACCESSIBLE B101 K A 4' - 0" - 8 WD PT 2 MTL PT - ACCESSIBLE B101 L A 4' - 0" 6' - 8" WD PT 2 MTL PT ACCESSIBLE B102A A 3' - 0" T- 0" STL PT 1 MTL PT DOOR VIEWER, ACCESSIBLE B102B A T- 0" 6'-8' WD PT 1 MTL PT --- ACCESSIBLE B102C A T- 0" 8 WD PT 1 MTL PT - ACCESSIBLE B102D A T- 0" 6'- 8" WD PT 1 MTL PT ACCESSIBLE B102E A 4'- 0" 6'- 8" WD PT 2 MTL PT - ACCESSIBLE B102F A 4'- 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE B103A A 3' - 0" 7 - 0 STL PT 1 MTL PT - DOOR VIEWER, ACCESSIBLE B103B A T- 0" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE B103C A 3' - 0" 6'- 8" WD PT 1 MTL PT ACCESSIBLE B103D A T- 0" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE B103E A 4'- 0" -8 WD PT 2 MTL PT ACCESSIBLE B104A A T- 0" T- 0" STL PT 1 MTL PT - DOOR VIEWER, ACCESSIBLE B104B A 3'- 0" 6'- 8" WD PT 1 MTL PT ACCESSIBLE B104C A T- 0" 6'_ 8" WD PT 1 MTL PT --- ACCESSIBLE B104D A 4' - 0" -8 WD PT 2 MTL PT ACCESSIBLE B120 D T- 0" T_ 0" IM PT 1 MTL PT - SELF -CLOSING, ACCESSIBLE, 180° HINGES B121 D T- 0" 7' 0" IM PT 1 MTL PT - SELF -CLOSING, ACCESSIBLE, 1800 HINGES B122 D T- 0" T- 0" IM PT 1 MTL PT - SELF -CLOSING, ACCESSIBLE, 180° HINGES 201A A 3'- 0" T- 0" STL PT 1 MTL PT - DOOR VIEWER B201 C A 2'- 8" -8 WD PT 1 MTL PT - B201 D A 2' - 8" 6' - 8" WD PT 1 MTL PT - B201 E A 2'- 8" 6' - 8" WD PT 1 MTL PT - B201 F A 2'- 8" 6'- 8" WD PT 1 MTL PT B201 G A 2'- 8" - 8"< WD PT 1 MTL PT - - B201 H A 4'- 0" 6' 8" WD PT 2 MTL PT B201 J A 4'- 0" 6'- 8" WD PT 2 MTL PT - B201 K A 4'- 0" 6-8" WD PT 2 MTL PT - B202A A T- 0" ' 0" STL PT 1 MTL PT --- DOOR VIEWER B202B A 2'- 8" 6'- 8" WD PT 1 MTL PT B202C A 2'- 8" 6' - 8" WD PT 1 MTL PT - B202D A 2'- 8" 6' - 8" WD PT 1 MTL PT B202E A 2'- 8" 8" WD PT 1 MTL PT --- B202F A 4'- 0" 6' - 8" WD PT 2 MTL PT B202G A 4'- 0" 6'- 8" WD PT 2 MTL PT - B203A A 3'- 0" 7' -0 STL PT 1 MTL PT DOOR VIEWER B203B A 2'- 8" -8 WD PT 1 MTL PT B203C A 2'- 8" 6'- 8" WD PT 1 MTL PT B203D A 2'- 8" 6'- 8" WD PT 1 MTL PT - B203E A 2'- 6" T- 0" WD PT 1 MTL PT --- B204A A T- 0" - 01< STL PT 1 MTL PT --- DOOR VIEWER B204B A 2'- 8" 6' 8" WD PT 1 MTL PT - B204C A 2'- 8" 6' - 8" WD PT 1 MTL PT - B204D A 2'- 8" 6'- 8" WD PT 1 MTL PT -- B301A A T- 0" - 0" STL PT 1 MTL PT --- DOOR VIEWER B301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT - B301 D A 2'- 8" 6' - 8" WD PT 1 MTL PT B301 E A 2' - 8" 6- 8" WD PT 1 MTL PT - B301 F A 2'- 8" >9 - 8" WD PT 1 MTL PT - B301 G A 2'- 8" 6' 8" WD PT 1 MTL PT - B301 H A 4'- 0" 6'- 8" WD PT 2 MTL PT B301J A 4'- 0" 6'_ 8" WD PT 2 MTL PT - B301 K A 4'- 0" >9 - 8" WD PT 2 MTL PT B302A A T- 0" 7' 0" STL PT 1 MTL PT - DOOR VIEWER B302B A 2'- 8" 6'- 8" WD PT 1 MTL PT B302C A 2'- 8" 6'_ 8" WD PT 1 MTL PT - B302D A 2'- 8" ' - 8"< WD PT 1 MTL PT B302E A 2'- 8" 6'- 8" WD PT 1 MTL PT - B302F A 4'- 0" 6'- 8" WD PT 2 MTL PT B302G A 4'- 0" 6'- 8" WD PT 2 MTL PT - B303A A T- 0" >T - 0" STL PT 1 MTL PT DOOR VIEWER B303B A 2'- 8" 6'- 8" WD PT 1 MTL PT -- B303C A 2' - '- 6'-8" WD PT 1 MTL PT B303D A 2'- 8" 6'_ 8" WD PT 1 MTL PT B303E A 2'- 6" >T - 0!!< WD PT 1 MTL PT B304A A 3' - 0" T- 0" STL PT 1 MTL PT -- DOOR VIEWER B304B A 2' - 8" 6-8" WD PT 1 MTL PT B304C A 2'- 8" 6'- 8" WD PT 1 MTL PT - B304D A 2'- 8" - 8" WD PT 1 MTL PT C101A A T- 0" T- 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C101 B A 2' -10" 6-8" WD PT 1 MTL PT - ACCESSIBLE C101 C A 2'- 10" 6'_ 8" WD PT 1 MTL PT - ACCESSIBLE C101 D A 2' -10" \�:6-8!< WD PT 1 MTL PT ACCESSIBLE C101 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C101 F A 4' - 0" 6'-8" WD PT 2 MTL PT ACCESSIBLE C101 G A 4'- 0" 6'_ 8" WD PT 2 MTL PT ACCESSIBLE C102A A T- 0" >T - 0!!< STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE C102B A 2'- 10" 6'- 8" WD PT 1 MTL PT --- ACCESSIBLE C102C A 2' -10" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE C102D A 2'- 10" 6' - 8" WD PT 1 MTL PT ACCESSI C102E A 1 2'- 8" WD PT 1 MTL PT - - ACCESSIBLE DOOR SCHEDULE DOOR PANEL DOOR FRAME FIRE TYPE MAT'L FINISH RATd COMMENTS MARK TYPE WIDTH HEIGHT MAT'L FINISH C102F A 4'- 0" 6 - 8' WD PT 2 MTL PT - LE C102G A 4'- 6'- 8" WD PT 2 MTL PT ACCESSIBLE C103A A 3_ T_ 0" STL PT 1 MTL PT - DOOR VIEWER, ACCESSIBLE C103B A 2' -10" 6'_ 8" WD PT 1 MTL PT ACCESSIBLE C103C A 2'_ 10" 6' - 8" WD PT 1 MTL PT --- ACCESSIBLE C103D A 2' -1 6'_ 8" WD PT 1 MTL PT ACCESSIBLE C103E A 2'- 6'_ 8" WD PT 1 MTL PT - ACCESSIBLE C103F A 4'_ 0" 6'_ 8" WD PT 2 MTL PT ACCESSIBLE C103G A 4'- 0" 6' - 8" WD PT 2 MTL PT - ACCESSIBLE C104A A 3' - T- 0" STL PT 1 MTL PT - DOOR VIEWER, ACCESSIBLE C104B A 2'_ 1 6'_ 8" WD PT 1 MTL PT ACCESSIBLE C104C A 3- 0" 6'- 8" WD PT 1 MTL PT -- ACCESSIBLE C104D A 2'- 10" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE C104E A 2' -1 6'- 8" WD PT 1 MTL PT ACCESSIBLE C104F A 2'- 1 6'_ 8" WD PT 1 MTL PT ACCESSIBLE C104G A 2'- 8" 6'_ 8" WD PT 1 MTL PT --- ACCESSIBLE C104H A 4' - 0" 6' - 8" WD PT 2 MTL PT - ACCESSIBLE C104J A 4'- 6'- 8" WD PT 2 MTL PT - ACCESSIBLE C104K A 4'_ 6'- 8" WD PT 2 MTL PT ACCESSIBLE C120 D 3_ 0" T_ 0" IM PT 1 MTL PT --- ACCESIBLE C121 D 3_ 0" T - 0" IM PT 1 MTL PT ACCESIBLE C122 B 3- T- 0" IM PT 1 MTL PT --- VISION PANEL, ACCESSIBLE C123 A 6'_ " T - 0" IM PT 2 MTL PT ACCESIBLE C124 A 3_ 0" T_ 0" IM PT 1 MTL PT - ACCESIBLE C201A A T- 0" T- 0" STL PT 1 MTL PT DOOR VIEWER C201 B A 2' - 8r 6'- 8" WD PT 1 MTL PT - C201 C A 2'- " 6'- 8" WD PT 1 MTL PT C201 D A 2'- 8" 6'_ 8" WD PT 1 MTL PT - C201 E A 2'- 6" T- 0" WD PT 1 MTL PT C201 F A 4'_ 0' 6'- 8" WD PT 2 MTL PT - C201 G A 4'_ " 6'- 8" WD PT 2 MTL PT C202A A 3_ 0" T_ 0" STL PT 1 MTL PT - DOOR VIEWER C202B A 2'- 8" 6' - 8" WD PT 1 MTL PT C202C A 2'- 8" 6'- 8" WD PT 1 MTL PT --- C202D A 2'_ " 6'- 8" WD PT 1 MTL PT C202E A 2'- 6' T_ 0" WD PT 1 MTL PT - C202F A 4'_ 0" 6'_ 8" WD PT 2 MTL PT C202G A 4'_ 0" 6'_ 8" WD PT 2 MTL PT - C203A A 3' - " T- 0" STL PT 1 MTL PT DOOR VIEWER C203B A 2'- 8' 6'_ 8" WD PT 1 MTL PT - C203C A 2'- 8" 6'_ 8" WD PT 1 MTL PT C203D A 2' - 8" 6'- 8" WD PT 1 MTL PT --- C203E A 2' " T- 0" WD PT 1 MTL PT C203F A 4'- 0 6'- 8" WD PT 2 MTL PT C203G A 4'- 0" 6'- 8" WD PT 2 MTL PT -- C204A A 3' - 0" T- 0' STL PT 1 MTL PT - DOOR VIEWER C204B A 2' - 6'- 8" WD PT 1 MTL PT AL C204C A 2' 8 6'_ 8" WD PT 1 MTL PT C204D A 2' 8" 6' - 8" WD PT 1 MTL PT -- C204E A 2'- 8" 6' - 8" WD PT 1 MTL PT - C204F A 2' 6' - 8" WD PT 1 MTL PT C204G A 4'- 0 6'- 8" WD PT 2 MTL PT --- C204H A 4' 0" 6' - 8" WD PT 2 MTL PT --- C204J A 4'- 0" 6'- 8' WD PT 2 MTL PT -- C301A A 3_ T_ 0" STL PT 1 MTL PT - DOOR VIEWER C301 B A 2'- 8 6'_ 8" WD PT 1 MTL PT - C301 C A 2'- 8" 6'- 8" WD PT 1 MTL PT - C301 D A 2' - 8" 6'- 8' WD PT 1 MTL PT C301 E A 2'- T- 0" WD PT 1 MTL PT - C301 F A 4'- 0' 6'_ 8" WD PT 2 MTL PT C301 G A 4'- 0" 6'- 8" WD PT 2 MTL PT - C302A A 3' - 0" T- 0' STL PT 1 MTL PT DOOR VIEWER C302B A 2'- 6'- 8" WD PT 1 MTL PT - C302C A 2' 6' - 8" WD PT 1 MTL PT C302D A 2' 8" 6' - 8" WD PT 1 MTL PT - C302E A 2'- 6" T- 0' WD PT 1 MTL PT C302F A 4' 6' - 8" 11 WD PT 2 MTL PT - C302G A T- 6'_ 8" WD PT 2 MTL PT C303A A 3- 0" T- 0" STL PT 1 MTL PT - DOOR VIEWER C303B A 2' - 8" 6' - 8" WD PT 1 MTL PT C303C A 2'- 6'- 8" WD PT 1 MTL PT --- C303D A 2'- 6'_ 8" WD PT 1 MTL PT - C303E A 2'_ 6" T_ 0" WD PT 1 MTL PT C303F A 4' - 0" 6'- 8" WD PT 2 MTL PT C303G A 4'- 6'- 8" WD PT 2 MTL PT - C304A A 3- T_ 0" STL PT 1 MTL PT DOOR VIEWER C304C A 2'- 8" 6' - 8" WD PT 1 MTL PT C304D A 2'- 8" 6'_ 8" WD PT 1 MTL PT C304E A 2'- 6'- 8" WD PT 1 MTL PT - C304F A 2'- 6'_ 8" WD PT 1 MTL PT C304G A 2' 8" 6' - 8" WD PT 1 MTL PT C304H A T- 0" 6'- 8" WD PT 2 MTL PT C304J A T- 6'_ 8" WD PT 2 MTL PT - C304K A T_ 6'_ 8" WD PT 2 MTL PT D101A A T- 0" T_ 0" STL PT 1 MTL PT - DOOR VIEWER, ACCESSIBLE D101 B A 3- 0" 6' - 8" WD PT 1 MTL PT --- ACCESSIBLE D101C A T 6'- 8" WD PT 1 MTL PT - ACCESSIBLE D101 D A T- " 6'- 8" WD PT 2 MTL PT ACCESSIBLE D102A A 3- 0" T- 0" STL PT 1 MTL PT DOOR VIEWER, ACCESSIBLE D102B A 2' -10" 6'- 8" WD PT 1 MTL PT - ACCESSIBLE D102C A 2'- 1 6'- 8" WD PT 1 MTL PT ACCESSIBLE D102D A 2' -1 6'- 8" WD PT 1 MTL PT - ACCESSIBLE D102E A 2' - 8" 6'- 8" WD PT 1 MTL PT ACCESSIBLE D102F A T- 0" 6'- 8" WD PT 2 MTL PT - ACCESSIBLE D102G A 4'- 0' 6'- 8" WD PT 2 MTL PT ACCESSIBL D103A A 3- T- 0" STL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D103B A 2' -10' 6' - 8" WD PT 1 MTL PT ACCESSIBLE D103C A 2' -10" 6- 8" WD PT 1 MTL PT - ACCESSIBLE D103D A 2'- 1 6'- 8" WD PT 1 MTL PT ACCESSIBLE D103E A 2'- 6-8" WD PT 1 MTL PT --- ACCESSIBLE D103F A T- 0" 6' - 8" WD PT 2 MTL PT ACCESSIBLE D103G A T- 0" 6'- 8" WD PT 2 MTL PT - ACCESSIBLE D104A A T- 0" T - 0" STL PT 1 MTL PT DOOR VIEWER, ACCESSIBLE D104B A 2--1 6'- 8" WD PT 1 MTL PT ACCESSIBLE D104C A 2'- 10 6' - 8" WD PT 1 MTL PT ACCESSIBLE D104D A 2' -10" 6'- 8" WD PT I 1 MTL PT - ACCESSIBLE 2 DOOR SCHEDULE 1 DOOR PANEL DOOR FRAME FIRE RATIW COMM NTS MARK TYPE WIDTH HEIGH MAT'L FINISH TYPE MAT'L FINISH D104E A 2'- 8" - 8" WD PT In MTL PT ACCESSIBLE D104F A 4'_ 0" 6'_ 8" WD PT 2 MTL PT - ACCESSIBLE D104G A 4'- 0" 11 6'_ 8" D PT 2 MTL PT --- ACCESSIBLE D105A A 3- 0" T_ 0" TL PT 1 MTL PT --- DOOR VIEWER, ACCESSIBLE D105B A 2'- 10" - 8" WD PT 1 MTL PT ACCESSIBLE D105C A 2' -10" 6'_ 8" WD PT 1 MTL PT - ACCESSIBLE D105D A 2' -10" 6'_ 8" D PT 1 MTL PT --- ACCESSIBLE D105E A 1 2'- 8" 6'_ 8" D PT 1 MTL PT ACCESSIBLE D105F A 4'- 0" ' - 8" WD PT 2 MTL PT ACCESSIBLE D105G A 4' - 0" 6'- 8" WD PT 2 MTL PT - ACCESSIBLE D106A A T_ 0" T- 0" TL PT 1 MTL PT -- DOOR VIEWER, ACCESSIBLE D106B A 2' -10" 6'_ 8" D PT 1 MTL PT ACCESSIBLE D106C A T- 0" ' - 8" WD PT 1 MTL PT ACCESSIBLE D106D A 2' -10" 6'_ 8" WD PT 1 MTL PT - ACCESSIBLE D106E A 2' -10" 6'- 8" WD PT 1 MTL PT -- ACCESSIBLE D106F A 2' -10" 6'_ 8" D PT 1 MTL PT ACCESSIBLE D106G A 2'- 8" ' - 8" WD PT 1 MTL PT 4- RPM D106H A 4'_ 0" 6'- 8" WD PT 2 MTL PT --- ACCESSIBLE D106J A 4'_ 0" 6'_ 8" WD PT 2 MTL PT --- ACCESSIBLE D106K A 4'-0" 6-8" D PT 2 MTL PT ACCESSIBLE D120 D 3- 0" - 0" IM PT 1 MTL PT SELF -CLOSING, ACCESSIBLE, 180° HINGES D121 D 3' - 0" 7' - 0" IM PT 1 MTL PT --- SELF -CLOSING, ACCESSIBLE, 180° HINGES SELF -CLOSING, ACCESSIBLE, 180° HINGES D122 D 3- 0" T - 0" IM PT 1 MTL PT D201A A 3' - 0" 7' - 0" STL PT 1 MTL PT - DOOR VIEWER D201 B A 2'- 8" 6'- 8" WD PT 1 MTL PT -- D201 C A 2'-8" 6- 8" D PT 1 MTL PT D201 D A 2'- 8" - 8" WD PT 1 MTL PT D201 E A 2'- 8" 6'- 8" WD PT 1 MTL PT --- 4'- 0" 6- D201 G A 4'- 0" 6'- 8" D PT 2 MTL PT D202A A T- 0" - 0" STL PT 1 MTL PT DOOR VIEWER D202B A 2'- 8" 6'_ 8" WD PT 1 MTL PT --- D202C A 2'- 8" 6' - 8" WD PT 1 MTL PT -- D202D A 2'- 8" 6'- 8" D PT 1 MTL PT D202E A 2'- 8" ' - 8" WD PT 1 MTL PT D202F A 4' - 0" 6'- 8" WD PT 2 MTL PT --- D202G A 4' - 0" 6' - 8" WD PT 2 MTL PT -- D203A TL PT 1 MTL PT DOOR VIEWER D203B A 2'- 8" 6' - 8" WD PT 1 MTL PT D203C A 2' - 8" 6' - 8" WD PT 1 MTL PT --- D203D A 2' - 8" 6' - 8" WD PT 1 MTL PT D203E A 2' - 8" 6'- 8" D PT 1 MTL PT D203F A 4'- 0" 6'- 8" D PT 2 MTL PT - D203G A 4'- 0" 6' - 8" WD PT 2 MTL PT --- D204A A 3' - 0" 7' - 0" STL PT 1 MTL PT - DOOR VIEWER D204B A 2' - 8" 6' - 8" D PT 1 MTL PT D204C A 2'- 8" 6'_ 8" D PT 1 MTL PT - D204D A 2'- 8" ' - 8" WD PT 1 MTL PT --- 204E A 2'- 8" 6' - 8" WD PT 1 MTL PT --- D204F A 4'- 0" 6'- 8" D PT 2 MTL PT D204G A 4'_ 0" 6'- 8" D PT 2 MTL PT - D205A A 3- 0" - 0" STL PT 1 MTL PT --- DOOR VIEWER D205B A 2' - 8" 6' - 8" WD PT 1 MTL PT - D205C A 2'- 8" 6'_ 8" D PT 1 MTL PT D205D A 2'- 8" 6'_ 8" D PT 1 MTL PT - D205E A 2' - 8" - 8" WD PT 1 MTL PT --- D205F A T- 0" 6'- 8" WD PT 2 MTL PT - D205G- D206A A 3- 0" T_ 0" TL PT 1 MTL PT - DOOR VIEWER D301A A 3- 0" - 0" STL PT 1 MTL PT --- DOOR VIEWER D301 B A 2'- 8" 6' - 8" WD PT 1 MTL PT D301 C A 2' 8" 6'- 8" WD PT 1 MTL PT D301 D A 2'- 8" 6' - 8" D PT 1 MTL PT - D301 E A 2'- 8" - 8" WD PT 1 MTL I PT --- D301 F A 4' - D301 G A 4' - 0" 6'- 8" WD PT 2 MTL PT D302A A T- 0" T_ 0" TL PT 1 MTL PT - DOOR VIEWER D302B A 2'- 8" ' - 8" WD PT 1 MTL PT --- D302C A 2'- 8" 6'- 8" WD PT 1 MTL PT D302D A 2' - 8" 6' - 8" WD PT 1 MTL PT - D302E A 2'- 8" 6'_ 8" D PT 1 MTL PT -- D302F A T- 0" - 8" WD PT 2 MTL PT --- D302G A T_ 0" 6'- 8" WD PT 2 MTL PT D303A A 3' - 0" 7' - 0" STL PT 1 MTL PT - DOOR VIEWER D303B A 2'-8" 6-8" D PT 1 MTL PT --- D303C A 2'- 8" 6'- 8" WD PT 1 MTL PT - D303D A 2'- 8" 6' - 8" WD PT 1 MTL PT - D303F A 4' 0" 6' - 8" D PT 2 MTL PT --- D303G A T- 0" 6'- 8" D PT 2 MTL PT --- D304A A 3' - 0" 7' - 0" STL PT 1 MTL PT DOOR VIEWER D304B A 2' 8" 6' - 8" WD PT 1 MTL PT D304C A 2' 8" 6' - 8" D PT 1 MTL PT -- D304D A 2' - 8" 6'_ 8" D PT 1 MTL PT --- D304E D304F A T- 0" 6'_ 8" WD PT 2 MTL PT D304G A T- 0" 6'- 8" D PT 2 MTL PT -- D305A A 3- 0" T_ 0" TL PT 1 MTL PT --- DOOR VIEWER D305B A 2'- 8" - 8" WD PT 1 MTL PT D305C A 2' - 8" 6' - 8" WD PT 1 MTL PT - D305D A 2'- 8" 6'_ 8" D PT 1 MTL PT - D305E A 2'- 8" 6'_ 8" D PT 1 MTL PT --- 4'- 0" ' - " WD PT 2 MTL PT - D305G A T- 0" 6'- 8" WD I PT 2 MTL PT --- SOHE LIVE IrKB REV4ATl N BEIGE OD PT DOOR & F AOffIM TERTAL: --- DOOWMEWER AS INDICATED G556M UME FINISH: UL ULA55 NA NU I AF'F'LIUAbLL IFG INSULATED FIBERGLASS PH PANIC HARDWARE/EXIT DOOR FF FACTORY FINISHED IM INSULATED METAL VIF VERIFY IN FIELD PT FIELD PAINTED MTL HOLLOW METAL STL STEEL FLUSH WD WOOD 2 ** FOR'DOOR GENERAL NOTES', APPLICABLE TO THIS DOOR SCHEDULE, REFER TO SHEET A7.2 *** FOR'DOOR HARDWARE SETS', APPLICABLE TO THIS DOOR SCHEDULE, REFER TO SHEET A7.3 HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.0 Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 ww w.designsnw.com a r V. architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 LU m rn I Q a O Fm z z0 Q LU W z LU U) FLU cf) L LU to I�VQ� O Ja 00 N LU Q N CONSTRUCTION DOCUMENTS TISSUE DATE: DECEMBER 2022 :7��169[�7►�Y�la■�1�1�� # I Date I Description 1 10-19-2022 IBIDSET 2 01-25-2023 PERMIT RESUBM. CEYPLAN C A I D I I B I NTS: DOOR SCHEDULE SCALE: DRAWN: 1 " = 100'-0" RB CHECKED: PRC PROJECT NO: 2021031.00 SHEET: A7ml \4 0/ -" -" v CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 1 DOORPANEL TYPES NOTE: SWING LINES POINT TO HINGE -SIDE OF DOOR PER SCHEDULE PER SCHEDULE MATERIAL/FINISH ' PER SCHEDULE DOOR MATERIAL/FINISH w i' w i' PER SCHEDULE LL J J _ o o TEMPERED LL 0 0 SAFETY C � � � � GLAZING, GL-1 lkil TYPE A DOOR FRAME TYPES PANEL WIDTH _ \ LL1 J W Z / d TYPE 1 DOOR TYPES DOOR & FRAME MATERIAL AL = ALUMINUM WD = WOOD GL=GLASS DOOR & FRAME FINISH: PT = FIELD PAINTED FF = FACTORY FINISHED TYPE B PANC IA r1TH TYPE 2 GLAZING: SEE INTERIOR AND EXTERIOR ELEVATIONS FOR LOCATIONS OF TEMPERED, LAMINATED AND COLORED LAMINATED GLAZING COMMENTS: AS INDICATED NA = NOT APPLICABLE PH = PANIC HARDWARE/EXIT DOOR VIF= VERIFY OPENING WIDTH IN FIELD DOOR PLAN INFO DOOR PLAN INDICATOR ADJACENT WALL, WHERE OCCURS DOOR NUMBER 6" NOM U.N.O. LOCATE DOOR RELATIVE TO ADJ WALL AS SHOWN EXCEPT WHERE NOTED OTHERWISE 201A ADA CLEARANCE AREA ADA APPROACH DI CTION L A NOTE: REFER TO 22, 24 & 34 / T1.8 FOR ADDITIONAL INFORMATION uda TYPE C PER SCHEDULE DOOR MATERIAL/FINISH PER SCHEDULE Lu TEMPERED o SAFETY 0 GLAZING, GL-1 Of w a_ TYPE D z PANEL WIDTH W 1\ TYPE 3 DOOR GENERAL NOTES FOR 4TERIAL/FINISH =R SCHEDULE RILLE IN DOOR =R MECH 1. ALSO SEE INTERIOR AND EXTERIOR ELEVATIONS FOR DOOR AND RELITE FRAME DETAIL CALLOUTS. 2. TO DETERMINE FRAME DEPTH, SEE PARTITION SCHEDULE FOR WALL CONSTRUCTION AND STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING KN S 0 TI 3. THE OPENING AND CLOSING FORCE OF ALL ACCESSIBLE INTERIOR SWINGING OR SLIDING DOORS WITH OR WITHOUT CLOSERS SHALL REQUIRE NO GREATER THAN 5 POUNDS OF FORCE TO MEET ACCESSIBILITY REQUIREMENTS DESCRIBED IN ANSI Al17.1-2009. THE OPENING AND CLOSING FORCE OF ALL ACCESSIBLE EXTERIOR HINGED DOORS SHALL NOT EXCEED 10 LBS. PER IBC 1101.2.2 AND ANSI Al17.1-2009. 4. REFER TO EXTERIOR ELEVATIONS FOR LOUVERS LOCATED IN HM OR ALUMINUM FRAMES. 5. REFER TO ELECTRICAL DRAWINGS FOR CARD READER, BADGE READER, SECURITY ALARMS, AND SIMILAR SECURITY DEVICES AT DOORS. 6. EXTERIOR DOOR SYSTEMS SHALL BE U = 0.24 MIN. 7. DOOR SIZES SHOWN ARE NOMINAL. CONTRACTOR TO REFER TO MANUFACTURER INSTRUCTIONS TO DETERMINE ACTUAL SIZE OF DOOR, FRAME ROUGH OPENING TO BE FABRICATED. 8. CONTRACTOR TO FIELD VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER PRIOR TO FABRICATION. 9. CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH OPENING PRIOR TO FABRICATION OF DOOR AND FINISH OPENING. 10. EXTERIOR DOORS TO HAVE PAINTED METAL FRAMES AND WEATHERPROOFING / WEATHER STRIPPING. 11. ACCESSIBLE EGRESS DOORS / GATES (IF OCCUPANT LOAD > 50) TO SWING IN DIRECTION OF EGRESS TRAVEL, PROVIDE PANIC HARDWARE. REFER TO DETAILS 24 & 34 SHEET T1.8. 12. DOORS AND DOOR HARDWARE TO MEET THE REQUIREMENTS OF 2018 IBC SECTION 1010 AND 2009 ICC A117.1. 13. EXIT DOORS - PROVIDE SIZES, HARDWARE & HARDWARE OPERATION AS REQUIRED BY THE IBC. 14. ALL DOORS TO HAVE ACCESSIBLE LEVER HANDLE HARDWARE PER ICC Al17.1 404.2.6. 15. ALL DOOR HARDWARE IS REQUIRED TO MEET THE ACCESSIBILITY GUIDELINES, BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE, AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCH, OR TWISTING OF THE WRIST TO OPERATE. [IBC 1010.1.9.1] 16. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FINISHED FLOOR. [IBC 1010.1.9.21 17. EXTERIOR DOORS TO HAVE ACCESSIBLE EGRESS DOOR HARDWARE - MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED UNLESS IT MEETS ONE OF THE EXCEPTIONS ALLOWED IN IFC 1010.1.9.4. IF A DEAD -BOLT IS PROPOSED IT SHALL BE INTEGRATED WITH THE DOOR LEVER AND EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 18. THE UNLATCHING OF ANY DOOR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. [IBC 1010.1.9.3 WA & 1010.1.9.5] 19. DOORS FROM ROOMS OR BUILDINGS WITH OCCUPANT LOAD OF 50 OR MORE SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL AND BE PROVIDED WITH PANIC HARDWARE, AND AS SHOWN ON PLANS. [IBC 1010.1.2, 1010.1.10] 20. B OCCUPANCY MAIN DOORS A100A, A100B, A101B, A111B: IF KEY -OPERATED LOCKING DEVICES FROM THE EGRESS SIDE, PROVIDE LOCKING DEVICE READILY DISTINGUISHABLE AS LOCKED, READILY VISIBLE AND DURABLE SIGN POSTED ON EGRESS SIDE, WITH LETTERS 1" HIGH CONTRASTING BACKGROUND, ON OR ADJACENT TO DOOR. [IBC 1010.1.9.4] SIGN TO STATE: THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED. 21. DOOR HARWARE SET SCHEDULE IS SHOWN ON SHEET A7.3 AND SPECIFICATION SECTION 087100. 22. PROVIDE SIGNAGE NEAR DOORS PER 41, 42,44 & 52 / T1.9 WINDOW TYPES 2 5'-2" 2'-V 0 M 0 'v O 'v O M TRANSLUCENT OSPANDRELPANEL *NOTE: ALL EXTERIOR GLAZING TO BE GL-3, SEE SPEC 6'-0" 3-0" T-6" 2'-6" T-0" o O EO o Z o M � M WINDOW GENERAL NOTES O � O T-0" O O CD O N O 0 60 0 M 7'-6" TRANSLUCENT DD SPANDREL PANEL 3'-4" - � 2" 3' - 0" 2" �N O CV CV O \ N 2 O (V O O INTERIOR WINDOW 2. REFER TO ENERGY CODE'EC' SHEETS FOR FURTHER INFORMATION. 3. NO FIRE -RATED WINDOWS PER CODE NOTES ON SHEET T1.2. 4. REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR WINDOW TYPES, LOCATIONS AND TEMPERED SAFETY GLAZING AT HAZARDOUS LOCATIONS. 5. REFER TO SHEET T1.2 CH.24 SECTION FOR GLAZING REQUIREMENTS, INCLUDING TEMPERED SAFETY GLAZING. 6. PROVIDE TEMPERED SAFETY GLAZING PER CODE REQUIREMENTS AND PER CH. 24 SECTION ON SHEET T1.2. 7. REFER TO SHEET T1.2 CH. 10 AND CH. 11 SECTIONS FOR REQUIREMENTS OF WINDOW OPENING LIMITATIONS, EMERGENCY ESCAPE AND RESCUE OPENINGS, WINDOW OPENING CONTROL DEVICES, ACCESSIBLE OPERABLE PARTS AND OPENING FORCE. 8. ALL BEDROOMS REQUIRE EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS PER IBC 1015.8. 9. LEVEL 1 OPERABLE WINDOWS AND EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS TO PROVIDE ACCESSIBLE HARDWARE THAT IS RELEASABLE / REMOVABLE FROM INSIDE WITHOUT THE USE OF KEY, TOOL OR FORCE. REFER TO CH. 10 & CH. 11 SECTIONS ON SHEET T1.2. 10. GLAZING BELOW 36" AFF TO BE TEMPERED SAFETY GLAZING AT LEVEL 2 & LEVEL 3 11. LEVEL 2 AND LEVEL 3 OPERABLE WINDOWS - IF CONSTRUCTED TOP OF SILL OF OPERABLE WINDOW OPENING IS LOCATED < 36" AFF AND > 72" ABOVE FINISHED GRADE OR OTHER SURFACE AT EXTERIOR, CONTRACTOR TO PROVIDE 'WINDOW OPENING CONTROL DEVICE' TO COMPLY WITH IBC 1015.8.1 (AT NON -BEDROOM WINDOWS) AND IBC 1030.1.1 (AT BEDROOM EMERGENCY ESCAPE AND RESCUE OPENING WINDOWS). 12. IF REQUIRED, 'WINDOW OPENING CONTROL DEVICES' TO COMPLY WITH ASTM F2090. AFTER OPERATION TO RELEASE THE 'WINDOW OPENING CONTROL DEVICE' (ALLOWING THE WINDOW TO FULLY OPEN), THE DEVICE SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT THAN LESS THAN THE REQUIRED 5.7 SF FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, OR LESS THAN THE REQUIRED 5 SF FOR GRADE -FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS. AIF\ HOUSING HOPE we keep hope alive `DESIGNS northwest 00 I't ARCHITECTS 360.621 "11 P.O. Be" 1270 10031 SR 533, Suite B Stanwood, WA 98292 «w-designsnw.c- r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a � < O CO Z z 0p Uj LU C� J z LU U) Fm L c, a H O J a C.0_ co N LO a N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. CONTENTS: DOOR AND WINDOW TYPES SCALE: 1/4" = 1'-0" DRAWN: RB CHECKED: PRC PROJECT NO: 2021031.00 A7m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS TRANSLUCENT DD SPANDREL PANEL 3'-4" - � 2" 3' - 0" 2" �N O CV CV O \ N 2 O (V O O INTERIOR WINDOW 2. REFER TO ENERGY CODE'EC' SHEETS FOR FURTHER INFORMATION. 3. NO FIRE -RATED WINDOWS PER CODE NOTES ON SHEET T1.2. 4. REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR WINDOW TYPES, LOCATIONS AND TEMPERED SAFETY GLAZING AT HAZARDOUS LOCATIONS. 5. REFER TO SHEET T1.2 CH.24 SECTION FOR GLAZING REQUIREMENTS, INCLUDING TEMPERED SAFETY GLAZING. 6. PROVIDE TEMPERED SAFETY GLAZING PER CODE REQUIREMENTS AND PER CH. 24 SECTION ON SHEET T1.2. 7. REFER TO SHEET T1.2 CH. 10 AND CH. 11 SECTIONS FOR REQUIREMENTS OF WINDOW OPENING LIMITATIONS, EMERGENCY ESCAPE AND RESCUE OPENINGS, WINDOW OPENING CONTROL DEVICES, ACCESSIBLE OPERABLE PARTS AND OPENING FORCE. 8. ALL BEDROOMS REQUIRE EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS PER IBC 1015.8. 9. LEVEL 1 OPERABLE WINDOWS AND EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS TO PROVIDE ACCESSIBLE HARDWARE THAT IS RELEASABLE / REMOVABLE FROM INSIDE WITHOUT THE USE OF KEY, TOOL OR FORCE. REFER TO CH. 10 & CH. 11 SECTIONS ON SHEET T1.2. 10. GLAZING BELOW 36" AFF TO BE TEMPERED SAFETY GLAZING AT LEVEL 2 & LEVEL 3 11. LEVEL 2 AND LEVEL 3 OPERABLE WINDOWS - IF CONSTRUCTED TOP OF SILL OF OPERABLE WINDOW OPENING IS LOCATED < 36" AFF AND > 72" ABOVE FINISHED GRADE OR OTHER SURFACE AT EXTERIOR, CONTRACTOR TO PROVIDE 'WINDOW OPENING CONTROL DEVICE' TO COMPLY WITH IBC 1015.8.1 (AT NON -BEDROOM WINDOWS) AND IBC 1030.1.1 (AT BEDROOM EMERGENCY ESCAPE AND RESCUE OPENING WINDOWS). 12. IF REQUIRED, 'WINDOW OPENING CONTROL DEVICES' TO COMPLY WITH ASTM F2090. AFTER OPERATION TO RELEASE THE 'WINDOW OPENING CONTROL DEVICE' (ALLOWING THE WINDOW TO FULLY OPEN), THE DEVICE SHALL NOT REDUCE THE MINIMUM NET CLEAR OPENING AREA OF THE WINDOW UNIT THAN LESS THAN THE REQUIRED 5.7 SF FOR EMERGENCY ESCAPE AND RESCUE OPENINGS, OR LESS THAN THE REQUIRED 5 SF FOR GRADE -FLOOR EMERGENCY ESCAPE AND RESCUE OPENINGS. AIF\ HOUSING HOPE we keep hope alive `DESIGNS northwest 00 I't ARCHITECTS 360.621 "11 P.O. Be" 1270 10031 SR 533, Suite B Stanwood, WA 98292 «w-designsnw.c- r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a � < O CO Z z 0p Uj LU C� J z LU U) Fm L c, a H O J a C.0_ co N LO a N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. CONTENTS: DOOR AND WINDOW TYPES SCALE: 1/4" = 1'-0" DRAWN: RB CHECKED: PRC PROJECT NO: 2021031.00 A7m2 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 EDMONDS, WA SECTION 087100 - DOOR HARDWARE PART 1- GENERAL - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION. PART 2 - PRODUCTS - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION. PART 3 - EXECUTION 3.1 TO 3.7 - REFER TO 087100 COMPLETE DOOR HARDWARE SPECIFICATION 3.8 DOOR HARDWARE SETS A. The hardware sets represent the design intent and direction of the owner and architect based on drawings dated 09/30/2022. They are a guideline only and should not be considered a detailed hardware schedule. Discrepancies, conflicting hardware and missing items should be brought to the attention of the architect with corrections made prior to the bidding process. Omitted items not included in a hardware set should be scheduled with the appropriate additional hardware required for proper application and functionality. 1. Quantities listed are for each pair of doors, or for each single door. 2. The supplier is responsible for handing and sizing all products. 3. Where multiple options for a piece of hardware are given in a single line item, the supplier shall provide the appropriate application for the opening. B. Manufacturer's Abbreviations: 1. MK - McKinney 2. RO - Rockwood 3. YR - Yale Residential 4. YA - Yale 5. PE - Pemko Hardware Sets Set: 1.0 Doors: A l OOA, A l OOB, A l O 1 B HOUSING HOPE ELC FIELD APARTMENTS EDMONDS, WA 4 Hinge, Full Mortise, Hvy Wt 1 Fire Rated Rim Exit, Nightlatch 1 Pull 1 Surface Closer 1 Kick Plate 1 Door Stop 1 Threshold 1 Rain Guard 1 Gasketing 1 Door Bottom T4A3386 (x NRP @ out -swing doors US32D MK w/locks) 710OF 121NL ECKI 619 YA RM201 Mtg-Type 12XHD US32D RO PR3501 689 YA K1050 10"H BEV CSK US32D RO 466-RKW or OH stop where floor Black RO stop presents tripping hazard Per detail x FHSL 14 PE 346C x full frame width, omit @ overhangs PE PK55W PE 210AV PE Set: 2.0 HOUSING 2021031.00 HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 HOPE EDMONDS, WA we keep hope alive 2 Surface Closer PR3501 689 YA 2 Kick Plate K1050 10"H BEV CSK US32D RO 2 Door Stop 466-RKW or OH stop where floor Black RO DESIGNS stop presents tripping hazard n o r t h w e s t 1 Threshold Per detail x FHSL 14 PE 346C x full frame width, omit @ ARCHITECTS 1 Rain Guard overhangs PE 4 11 3. 0.. 1 Gasketing PK55W PE x. 270 270 P.O. Box 11031 SR 32 Suite Stanwo ds WA 9829B2 2 Door Bottom 210AV PE www.designsnw.com 1 Overlapping Astragal 357C PE Doors: A201A, A202A, A203A, A204A, A205A, A301A, A302A, A303A, A304A, A305A, B101A, B 101 B, B 102A, B 103A, B 104A, B201 A, B202A, B203A, B204A, B301 A, B302A, B303A, B304A, C101A, C102A, C103A, C104A, C201A, C202A, C203A, C204A, C301A, C302A, C303A, C304A, D101A, D102A, D103A, D104A, D105A, D106A, D201A, D202A, D203A, D204A, D205A, D206A, D301 A, D302A, D303A, D304A, D305A, D306A 2 Hinge, Spring 1552 US32D MK 1 Hinge, Full Mortise TA2314 (x NRP @ out -swing doors US32D MK w/locks) 1 Entry Lock 73 CH 619 YR 1 Deadbolt 83 619 YR 1 Wall Stop 403 US15 RO I Threshold Per detail x FHSL14 PE I Gasketing PK55W PE I Door Bottom 210AV PE 1 Viewer 622 (2 ea. @ accessible rooms) STNN RO Set: 3.0 Doors: C 123 TA2314 (x NRP @ out -swing doors 6 Hinge, Full Mortise w/locks) US32D MK 1 Self -Latching Flush Bolt Set Metal 2845 US32D RO I Storeroom or Closet Lock TUR 8805RL 619 YA 1 Coordinator 2600 Series x Brackets as req'd Black RO DOOR HARDWARE 087100-1 DOOR HARDWARE 087100-2 HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 HOUSING HOPE ELC FIELD APARTMENTS 2021031.00 EDMONDS, WA EDMONDS, WA 1 Door Bottom 210AV PE 1 Roller Latch 91ORC US26D RO 2 Door Stop 403/ 526/ hinge pin stop as req'd NP RO Set: 6.0 2 Silencer 608-RKW RO Doors: A 104, Al 10 Set: 10.0 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Storeroom or Closet Lock TUR 8805RL 619 YA 1 Wall Stop 403 US15 RO 3 Silencer 608-RKW RO Set: 7.0 Doors: A 102, A 103, A 105, A 106, A 107, A 108, Al 12, A 120B 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Entry Lock TUR 8807RL 619 YA 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set: 8.0 Doors: A201B, A205B, A301B, A305B, B201B, B203E, B301B, B303E 3 Hinge 1458 US26D MK 1 Single Dummy 81 CH 619 YR 1 Roller Latch 91 ORC US26D RO 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO Set: 9.0 Doors: A201H, A201J, A201K, A202F, A202G, A203F, A203G, A204F, A204G, A205H, A205J, A205K, A301H, A301J, A301K, A302F, A302G, A303F, A303G, A304F, A304G, A305H, A305J, A305K, B101J, B101K, B101L, B102E, B102F, B103E, B104D, B201H, B201J, B201K, B202F, B202G, B301H, B301J, B301K, B302F, B302G, C101F, C101G, C102F, C102G, C103F, C103G, C104H, C104J, C104K, C201F, C201G, C202F, C202G, C203F, C203G, C204G, C204H, C204J, C301F, C301G, C302F, C302G, C303F, C303G, C304G, C304H, C304J, C304K, D101D, D102F, D102G, D103F, D 103G, D 104F, D 104G, D 105F, D 105G, D 106H, D 106J, D 106K, D201 F, D201 G, D202F, D202G, D203F, D203G, D204F, D204G, D205F, D205G, D206G, D206H, D206J, D301F, D301G, D302F, D302G, D303F, D303G, D304F, D304G, D305F, D305G, D306G, D306H, D306J 6 Hinge 1458 US26D MK 2 Single Dummy 81 CH 619 YR Doors: A 114, A 123 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Classroom Lock TUR 8808RL 619 YA 1 Wall Stop 403 US15 RO 3 Silencer 608-RKW RO Set: 11.0 Doors: A 101 A, Al I I 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Classroom Lock TUR 8808RL 619 YA 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set: 12.0 Doors: A201 C, A201 D, A201 E, A201 F, A201 G, A202B, A202C, A202D, A203B, A203C, A203D, A204B, A204C, A204D, A205C, A205D, A205E, A205F, A205G, A301C, A301D, A301E, A301F, A301G, A302B, A302C, A302D, A303B, A303C, A303D, A304B, A304C, A304D, A305C, A305D, A305E, A305F, A305G, B101D, B101E, B101F, B101G, B101H, B102B, B102C, B102D, B103B, B 103D, B 104B, B 104C, B201 C, B201 D, B201 E, B201 F, B201 G, B202B, B202C, B202D, B203B, B203C, B203D, B204B, B204C, B204D, B301C, B301D, B301E, B301F, B301G, B302B, B302C, B302D, B303B, B303C, B303D, B304B, B304C, B304D, C101B, C101C, C101D, C102B, C102C, C 102D, C 103B, C 103 C, C 103 D, C 104C, C 104D, C 104E, C 104F, C 104G, C201 B, C201 C, C201 D, C202B, C202C, C202D, C203B, C203C, C203D, C204B, C204C, C204D, C204E, C204F, C301B, C301C, C301D, C302B, C302C, C302D, C303B, C303C, C303D, C304B, C304C, C304D, C304E, C304F, 13101B, 13101C, D102B, D102C, D102D, D103B, D103C, D103D, D104B, D104C, D104D, D 105B, D 105C, D 105D, D 106C, D 106D, D 106E, D 106F, D 106G, D201 B, D201 C, D201 D, D202B, D202C, D202D, D203B, D203C, D203D, D204B, D204C, D204D, D205B, D205C, D205D, D206B, D206C, D206D, D206E, D206F, D301B, D301C, D301D, D302B, D302C, D302D, D303B, D303C, D303D, D304B, D304C, D304D, D305B, D305C, D305D, D306B, D306C, D306D, D306E, D306F 3 Hinge 1458 US26D MK 1 Privacy Lock 21 CH 619 YR 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO Set: 4.0 Doors: A122, A124, A125, B120, B121, B122, C120, C121, C124, D120, D121, D122 3 Hinge, Full Mortise TA2314 (x NRP @ out -swing doors US32D MK w/locks) 1 Storeroom or Closet Lock TUR 8805RL 619 YA 1 Surface Closer PR3501 689 YA 1 Kick Plate K1050 10"H BEV CSK US32D RO 1 Door Stop 466-RKW or OH stop where floor Black RO stop presents tripping hazard 1 Threshold Per detail x FHSL 14 PE 1 Rain Guard 346C x full frame width, omit @ PE overhangs 1 Gasketing PK55W PE 1 Door Bottom 210AV PE Doors: A 120A, A 121, C 122 3 Hinge, Full Mortise 1 Classroom Lock 1 Surface Closer 1 Kick Plate 1 Door Stop 1 Threshold 1 Rain Guard 1 Gasketing DOOR HARDWARE Set: 5.0 TA2314 (x NRP @ out -swing doors US32D MK w/locks) TUR 8808RL 619 YA PR3501 689 YA K1050 10"H BEV CSK US32D RO 466-RKW or OH stop where floor Black RO stop presents tripping hazard Per detail x FHSL 14 PE 346C x full frame width, omit @ overhangs PE PK55W PE HOUSING HOPE ELC FIELD APARTMENTS EDMONDS, WA Set: 13.0 Doors: A 109A, A 113 087100-3 2021031.00 3 Hinge, Full Mortise TA2714 (x NRP @ out -swing doors US26D MK w/locks) 1 Bathroom Lock w/ Indicators MOR 8862FL V21 619 YA 1 Surface Closer 3501 reg/par arm to suit location 689 YA 1 Kick Plate K1050 10"H BEV CSK US32D RO 1 Mop Plate K1050 6"H BEV CSK US32D RO 1 Wall Stop 403 US15 RO 1 Gasketing PK55W PE Set:14.0 Doors: A202E, A203E, A204E, A302E, A303E, A304E, B101C, B103C, B202E, B302E, C101E, C102E, C103E, C104B, C201E, C202E, C203E, C301E, C301I, C302E, C303E, D102E, D103E, D104E, D105E, D106B, D201E, D202E, D203E, D204E, D205E, D301E, D302E, D303E, D304E, D305E 3 Hinge 1458 US26D MK 1 Passage Latch 11 CH 619 YR 1 Door Stop 403/ 526/ hinge pin stop as req'd NP RO 3 Silencer 608-RKW RO END OF SECTION 080671 r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N O W M rn am Cn 0 FM 0 Z Z0 Q LLJ W C� J Z LUj) I - FM LU Cl)LL w M to VQ= O Ja 00 N L0 W Q N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # F Date Description 2 01-25-2023 IPERMITRESUBM. CONTENTS: DOOR HARDWARE SETS SCALE: DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: M DOOR HARDWARE 087100-4 DOOR HARDWARE 087100-5 DOOR HARDWARE 087100-6 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS & FL TOP OF WALL 31I — 1'-0" WALL TRANSITION 311 — 1'-0" BASE OF WALL 31I = 1'-01 I ROOF ASSEMBLY PER BLDG SECTIONS, TYP ROOF UNDERLAYMENT SHT MTL DRIP EDGE FLASHING 5/4X6 FIBER CEMENT FASCIA TRIM 2x4 FLAT FRAMED OUTRIGGERS @ 48"o.c., TYP NOTCH INTO TOP CHORD OF END WALL TRUSS, SEE STRUCT FOR ADDIT'L INFO 2X8 SUB FASCIA PRE -PRIMED, FINGER JOINTED CEDAR 2x12 FASCIA WALL ASSEMBLY PER BLDG SECTIONS, TYP WALL ASSEMBLY PER BLDG SECTIONS, TYP PRIMARY WRB, LAP OVER SHT MTL FLASHING SHT MTL FLASHING W/ DRIP EDGE PEST VENT STRIP AT PERIMETER OF FURRING, TYP PR`IM­ARB WALL ASSEMBLY PER BLDG SECTIONS, TYP FLUSH WALL TRANSITION 3" — 1'-0" WALL ASSEMBLY PER BLDG SECTIONS, TYP PRIMARY WRB, LAP - - - OVER SHT MTL FLASHING SHT MTL FLASHING - - W/ DRIP EDGE - - PRIMARY WRB WALL ASSEMBLY PER BLDG SECTIONS, TYP WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL ------- - - FLASHING AS SHOWN I -------- - - SAM I CEILING I ASSEMBLY - 2X BLOCKING BELOW HEADER PER RCP'S, TYP j_(PE ST VENT STRIP AT .� PERIMETER OF FURRING, TYP WALL ASSEMBLY PER BLDG SECTIONS ►ylV BUTYL FLASHING TAPE OVER DRIP FLASHING - DRIP FLASHING STAINLESS STEEL TRANSITION FLASHING GRADE PER LANDSCAPE AND CIVIL FOUNDATION PER STRUC. FLOOR ASSEMBLY PER BLDG SECTIONS DOOR HEAD 3" — 1'-0" 11100... �. - -- SEALANT FIBERGLASS DOOR & FRAME. PACK FRAME FULL OF ROCK WOOL INSULATION SILL PAN W/ 6" VERTICAL LEGS AT JAMBS CEILING ASSEMB PER RCF TYP INSULATED HOLLOW METAL DOOR & FRAME. PACK FRAME FULL OF ROCK WOOL INSULATION V - - - ACCESSIBLE OFFSET SADDLE ----------- THRESHOLD (MAX 1/4" VERT CHANGE IN ELEV, OR MAX 1/2" IF BEVELED 1:2) r ---- SWEEP PER SPEC z j !�! i� ------------------- --- SLOPE A! °'�� ` ° ° - EXTERIOR CONC WALK PER CIVIL - - SLAB ON GRADE PER STRUCT NOTE: MAX RUNNING -SLOPE 1:20 AND MAX CROSS -SLOPE 1:48 AT DOOR MANEUVERING CLEARANCE THRESHOLD AT GRADE 3" = 1'-0" WINDOW HEAD 311 — 1'-0" WINDOW SILL 3" — 1'-0" THRESHOLD AT DECKING 3" = 1'-0" WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL - FLASHING AS SHOWN - - SAM LAF - - BACKER ROD & SEALANT -- SHT MTL FLASHING HD FLASHING, W/ DRIP EDGE SET IN SEALANT (HD & JMBS) NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP -------- - GWB RETURN FLUSH W/ CEILING AS SHOWN - - - WD SILL TRIM AS SHOWN SILL PAN BY WRB MFR SHIM NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP SHT MTL FLASHING SILL FLASHING W/ DRIP EDGE, LAP OVER WRB AS SHOWN BACKER ROD & SEALANT DO NOT SET SILL FLANGE IN SEALANT LAF SAM PRIMARY WRB WALL ASSEMBLY PER BLDG SECTIONS, TYP HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 w-designsn-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 Co Ujrn O z 0 z 0 i Q Q Uj w 0 J Z LU � � w Lw VQ= O Ja N Uj Q N + Co CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # F Date Description 2 01-25-2023 PERMIT RESUBM. EXTERIOR DETAIL CONTENTS: NOTES: EXTERIOR DETAILS 1. THE ARCHITECTURAL EXTERIOR DETAILS REPRESENT PROJECT SPECIFIC CONDITIONS AND MATERIAL RELATIONSHIPS AND LOCATIONS. 2. THE WP SHEETS REPRESENT GENERAL INSTALLATION REQUIREMENTS APPLICABLE TO THE ENTIRE PROJECT. 3. THE ARCHITECTURAL DETAIL SHEETS AND THE WP SHEETS ARE MEANT TO WORK IN CONJUNCTION. IF A CONFLICT IS FOUND BETWEEN THE TWO, NOTIFY ARCHITECT UPON DISCOVERY. SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT No: 2021031.00 SHEET: A8ml CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS 25 CEILING ASSEMBLY PER RCP'S, TYP Al WALL ASSEMBLY PER BLDG SECTIONS, TYP - Il IdSLOPE BAY WINDOW HEAD 311 = 1'-0" 25 IIIIIII IIIIIIIIIII III BAY WINDOW SILL 31I = 1'-0" - - - FILL ENTIRE CAVITY WITH CLOSED CELL SPRAY FOAM (R-7 PER INCH) - - - SHT MTL FLASHING, SLOPE TO EXT. FLAT DRIP - - - LAP WRB OVER SHT MTL FLASHING AS SHOWN - - RIPPED 2X6 FURRING PL LI--------- - - 2X6 FURRING AT BAY - WINDOW FRAME I L ----- SAM IT_ LAF - B R SEALANT II Iit PEST VENT STRIP AT lk PERIMETER OF FURRING, TYP I i--------- SHT MTL FLASHING HD FLASHING, W/ DRIP EDGE. SLOPE TO EXTERIOR - - NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP - - - GWB RETURN FLUSH W/ CEILING AS SHOWN ---------- SILL PAN BY WRB MFR ------- - - SHIM ------ - NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS n F ST EQ ME TYP 11 PEST VENT STRIP AT ® PERIM TER OF FURRI G, TYP2� MTL ASHI SILL I FLASHING W/ DRIP EDGE, LAP I� OVER WRB AS SHOWN II BACKER ROD & SEALANT - -- DO NOT SET SILL FLANGE IN SEALANT II �_ - LAF --------- -- ----- - - 2X6 FURRING AT BAY Ir —I WINDOW FRAME 2X8 SISTERED OUTRIGGER - 2� - PER STRUCT WRB - FILL ENTIRE CAVITY W/ CLOSED CELL SPRAY WALL ASSEMBLY PER BLDG FOAM (R-7 PER INCH) SECTIONS, TYP BAY WINDOW JAMB -------------- ------- FILL ENTIRE CAVITY W/ CLOSED CELL SPRAY FOAM (R-7 PER INCH) ------ - SIDING, PER ELEVS ---------- - PRESSURE TREATED FURRING STRIPS, TYP ------- GWB ----- SEALANT ALL AROUND ----- - 2X6 FURRING AT BAY WINDOW NAIL FLANGE WINDOW PER SCHEDULE, SEE MVR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP CONT. SEALANT ---- PEST VENT STRIP AT PERIMETER OF FURRING, TYP --- - METAL EDGE TRIM TO MATCH HEAD / SILL FLASHING, HEMMED EDGE FURRED WINDOW HEAD 311 = 1'-0" FURRED WINDOW SILL 311 = 1'-0" WALL ASSEMBLY PER BLDG SECTIONS, TYP LAP WRB OVER SHT MTL FLASHING AS SHOWN SAM 2x4 WOOD BUCKOUTS @ WINDOW HEADS, TYP. RIP TOP TO SLOPE TO EXTERIOR AT 1/4"/FT LAF SET IN SEALANT (HD & JMBS) SHT MTL FLASHING HD FLASHING, W/ DRIP EDGE NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS FOR INSTALL REQUIREMENTS, TYP BACKER ROD & SEALANT - - - GWB RETURNS, TYP ------ - - WD SILL TRIM AS SHOWN - SILL PAN BY WRB MFR - SHIM NAIL FLANGE WINDOW PER SCHEDULE. SEE MFR INSTRUCTIONS - FOR INSTALL REQUIREMENTS, TYP - SHT MTL FLASHING SILL FLASHING W/ DRIP EDGE, LAP OVER WRB AS SHOWN - BACKER ROD & SEALANT - DO NOT SET SILL FLANGE IN SEALANT - LAF - 2x4 WOOD BUCKOUTS @ WINDOW HEADS,TYP - -SAM i,CMI►TA/_ImayANT/Sol :1 WALL ASSEMBLY PER BLDG - SECTIONS, TYP EXTERIOR DETAIL NOTES: 1. THE ARCHITECTURAL EXTERIOR DETAILS REPRESENT PROJECT SPECIFIC CONDITIONS AND MATERIAL RELATIONSHIPS AND LOCATIONS. 2. THE WP SHEETS REPRESENT GENERAL INSTALLATION REQUIREMENTS APPLICABLE TO THE ENTIRE PROJECT. 3. THE ARCHITECTURAL DETAIL SHEETS AND THE WP SHEETS ARE MEANT TO WORK IN CONJUNCTION. IF A CONFLICT IS FOUND BETWEEN THE TWO, NOTIFY ARCHITECT UPON DISCOVERY. HOUSING HOPE we keep hope alive DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com ric architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 co N 0 00 Uj a � � 0 Fm z 0 i z 0 Q LLJ w 0 J 2 3: z LU U) I— Fm w w cf) LL M U) VQ= O Ja 00 N L0 ULI Q Co N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 Z-25-2023 -19-2022 BID SET 2 PERMIT RESUBM. EXTERIOR DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A8m2 31I = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS ROOFASSEMf ' " ^r^ nrnTirinin RAFTER TAIL, ROOFING MEN CONT. PRE-FII W/ LEAF GUAF 5/46 FIBER CI PRE -PRIMED, 2x12 CEDAR F, P.T. 2x4 FURRI RIP AS REQ'D GLULAM BEAN ROOF ASSEM^" " nrn ornTinnio LOW EAVE VI 2x4 P.T. BLOC SIDING, PER BLOWN -IN IM TRUSS HEEL FASCIA - LOW EAVE DETAIL - LOW 311 =1'-0" CANOPY ATTACHMENT DETAIL 311 — 1'-011 RRING, PER ELEV'S ER IG DETAILS PLATE AND TIE ROD, MIN. CLASS C ROOFING PLYWOOD ROOF SHEATHING ROOF TRUSS PER STRUCTURAL $" GWB DRAFT STOPPING, IN LINE WITH FIRE PARTITION WALL R-49 BATT INSULATION 4" FIRE STOPPING 1 HR FIRE PARTITION PER DETAIL 13/A10.1 Y=1'-011 LAP SHINGLES OVER EYEBROW VENT, PER MFR REQ'S EYEBROW VENT LOCATE PER RO ROOF ASSEMBL' V WIDE CONT. A LOCATE PER MF LAF ENTIRE OPE— EYEBROW VENT Tv =1'-011 MIN. CLASS C ROOFING PLYWOOD ROOF SHEATHING BLOCKING ROOF TRUSS PER STRUCTURAL $" GWB DRAFT STOPPING IN LINE WITH FIRE PARTITION WALL 4" FIRE STOPPING ROOF / CEILING ASSEMBLY 1 HR FIRE PARTITION PER DETAIL 13/A10.1 EAVE DETAIL - HIGH Y=1'-011 ROOF RIDGE 311 — 1'-011 ROOF ASSEMBLY, PER SECTIONS HIGH EAVE VENT 2x4 P.T. BLOCKING BETWEEN TRUSSES SIDING, PER ELEVS TRUSS HEEL RIDGE CAP RIDGE VENT 1" WIDE CONT. AIR SLOT, PER MFR REQ'S, LAF ENTIRE OPENING TRUSS TOP CHORD DRAFT STOPPING @ ATTICS DRAFT STOPPING @ ATTICS (PARALLEL TO FIRE PARTITION) (PERPENDICULAR TO FIRE PARTITION) NOTES: PROVIDE 2 X 4 WOOD FRAMING AS NECESARY SCALE: 1 1/2"=1'-0" NOTES: PROVIDE 2 X 4 WOOD FRAMING AS NECESARY SCALE: 1 1/2"=V-0" TO PROPERLY SECURE $" GWB AT MIN. 24" O.C. FOR0 TO PROPERLY SECURE $" GWB AT MIN. 24" O.C. FOR ENTIRE LENGTH OF DRAFT STOPPING AT ATTIC. J ENTIRE LENGTH OF DRAFT STOPPING AT ATTIC. TI DR T S OP 2 KICKOUT FLASHING AT SIDEWALL / GUTTER FASCIA- HIGH Y=1'-0" SIDING, PER El LAP WRB OVEF PRE -FINISHED FLASHING W/ E ROOFING O/ UNDERLAYME� FASTENER W/ NEOPRENE GASKET, SET IN CONT. BED OF BITUMINOUS SEALANT PRE -FIN METAL FLASHING CAP WRB, WRAP OVER FASCIA BOARDS FLASHING CLIPPED ON CONT. CLEAT 5/46 FIBER CEMENT TRIM BOARD PRE -PRIMED, FINGER JOINTED 2x12 CEDAR FASCIA RAFTER TAIL HEADWALL DETAIL 311 — 1'-011 SIDING PER ELEV'S O/ WRB ROOFING SYSTEM O/ UNDERLAYMENT, OVERLAP FLASHING STEP FLASHING UNDERLAYMENT SELF -ADHERING UNDERLAYMENT ALONG EDGE, MIN 36" SELF ADHERED MEMBRANE LEAVE 1" GAP BETWEEN END CAP OF GUTTER AND SIDING PREFINISHED METAL KICKOUT FLASHING MIN 6" KICKOUT LEG, INSTALL OVER UNDERLAYMENT AND UNDER ROOFING, INTERWEAVE W/ STEP FLASHING PREFINISHED METAL BACK FLANGE PREFINISHED METAL GUTTER NOTES: ROOFING, INSULATION, SIDING & FLASHING ATTACHMENT & INSTALLATION PER MANUFACTURERS. GUTTER &FLASHING INSTALLATION PER MANUFACTURER, & TO MEET SMACNA & NRCA. AM\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B vStanwood, WA 98292 ..designsn-com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N 0 00 Ujm a O �' Z oc z Q In Uj W C� J z Uj U) LU um c, a I_ co N Lo _ Uj a N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. CONTENTS: EXTERIOR DETAILS 1 1 /2" = 1'-0" CONTRACTOR IS RESPONSIBLE FOR COORDINATI NS DETAIL 311 — 1'-011 d SIDING, PER ELEV LAP WRB OVER FLASHING GUARD AIL, PER 3 / A8 FLASHING cLU U GALV LAG CREW I1 3/4" FLASHING EXT J c� DRIP EDGE FZ w WOOD PA 10 DECKING - LEDGER,PER STRUCT WRB FLOOR ASSEMBLY, PER SECTIONS SIDING, PER ELEV VAPOR BARRIER BEAM, P STRUCT GWB ON RESILIENT CLIP GUARDRAIL, PER 3 / A8.4 P.T. STAIR STRINGER, PER STRUCT PRECAST CONCRETE TREAD, REFER TO SPECIFICAIONS 2"x3"xl/8" GALV STEEL ANGLE 3/8" EXPANSION BOLT W/ FLAT WASHER AND LOCK WASHER, TYP OF (2), PER MFR REQ'S 3/8" LAG SCREW STAIR TREAD MOUNTING DETAIL Y=1'-011 '----SURROUND INSIDE RECESS F VEF CORNER TRIM WHERE WHERE LAP SI LAP SIDING MEETS LAP SIDING PANEL W/ 1/8" W/ 1/8" SEALANT, TYP PLYWOOD, PER STRUCT WRB RECESS OUTSIDE CORNER TRIM WHERE LAP SIDING MEETS LAP SIDING W/ 1/8" SEALANT BOTH SIDES, TYP SIDING T�IM�TYP 9 1" TO FACE OF GUARD 3/4" P.T. STRINGER, PER STRUCT TOP RAIL, PER 3 / A8.4 BALUSTER, PER 3 / A8.4 STANCHION, PER 3 / A8.4 ALUM TUBE HANDRAIL, PER MFR HANDRAIL SUPPORT, PER MFR HANDRAIL DETAIL 311 — 1'-011 d "- GUARDRAIL, PER 3 / A8.4 ANGLE ° 61 /2" 51 /2" Q, a d , _ n- - - OPEN RISER AT LEVEL 1 BOTTOM TREAD ONLY Y a ,46� GALV STEEL ANGLE, PER 5 / A8.4 0 SLAB -ON -GRADE, PER CIVIL a a c -a -a d a STAIR BOTTOM AT CONC. 311 — 1'-011 OFMIL1\ r%I LIYLJ rf11YLL, I I r VERTICAL TRIM Ill- I\L IL-00 V LI\ 111�f\L TRIM WHERE PANEL MEETS PANEL PPP MFR PP()IQ 1-1/2" x 1-112" 1 1-1/2" x 1-1/2" B 5/8" x 5/8" STAN @ 4" O.C., TYP 1-1/2" x 1-1/2" B 2" x 4-1/2" BASE (2) 3" GALV. LAi INTO BEAM OR BLOCKING BEL AT WALKWAY *AT GUARDRAILGUARDRAIL DESIGN MOUNTING AWALKWAY 1" = 1'-011 GUARDRAIL, I GUARDRAIL S BASE PLATE, PRECAST C01 STRINGER, BI PER STRUCT WOOD PATIO GALV STEEL) PER 5 / A8.4 LANDING SUF PER STRUCT STAIR BOTTOM DETAIL Y= 1'-0" i LAP yo- RECESS F VERTICAL TRIM WHERE PANEL MEETS LAP SIDING W/ 1/8" SEALANT BOTH SIDES, TYP FURRING i �i 0 (D t9 Cl) Of 0 0 d LL Ek C U) a z g w - > m C, Q GUARDRAIL WOOD PATI( WOOD PATI( AT TOP RISE STRINGER, I PRECAST C( LANDING SU PER STRUC- RECESS HORIZONTAL TRIM WHERE PANEL MEETS PANEL AT STAIRS *AT GUARDRAIL MOUNTING STAIRS STAIR TOP DETAIL 311 — 1'-011 HORIZONTAL TRIM 11llIY✓I\lIIL 1 VI 11" HANDRAIL BOTTOM RECESS HORIZONTAL TRIM WHERE FURRED PANEL MEETS FURRED PANEL S RE•SPONSIBtE"FOR HOUSING HOPE we keep hope alive `DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.de91gnsnw.eonl r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Ujrn a O � � Z Q U W C� J Z LU U) LU LU um c, a I— O co N 4 L J W Q MN w CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 1 10-19-2022 BID SET 2 01-25-2023 PERMIT RESUBM. CONTENTS: EXTERIOR DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: A8.4 DINATING D ICATIONS GLASS LITE HIM FRAME INTERIOR WINDOW JAMB / SILL 311 - 11-011 1'-81. BRACKETLENGTH COUNTER BRACKET, PER ELEV - - CONCEAL BRACKET VERTICAL LEG BEHIND FINISH ---SOLID BLOCKING AT EA FASTENER - WALL BASE, TYP COUNTERTOP SUPPORT 111 - 11-011 1' - 101, 1'-8" BRACKETLENGTH COUNTER BRACKET @ 2'-0" T-6" COUNTER OVERHANG 1/2" LAMINATE PANEL, TO MATCH CABS WOOD TRIM CONTINUE FINISH FLOOR UNDER OPEN COUNTERTOPS KITCHEN ISLAND SECTION, TYP 111 = 11-011 - EASED EDGE, TYP - - BASE CAB, PER ELEVS 1/4" LAM PANEL TO MATCH CABS -3/4" QUARTER ROUND TRIM TO MATCH CABS _FIN FLR WOOD TRIM, TYP AT ISLAND INFILL FRAMING, PER STRUCT, W/ACOUST- lATTK1^ THREADED PER STRUC FLOOR J01; ERV, PER N VIBRATION PER MECH UNISTRUT I SOFFIT FR/ 2x4 @ 16" C SOFFITING, ACCESS PANEL FLOOR ASSEMBLY AND ERV MOUNTING DETAIL 1 1/2" = 11-0" STABLE SHELVING, TYP CUT DOWN CAB DOOR TO AVOID CONFLICT WITH SOFFIT GWB MULTIPURPOSE CASEWORK 111 - 11-011 COUNTER BRACKET @ 2'-0" OC UUUN I tN UVtNNA114b COUNTER BRACKET AT OPEN COUNTER SPACE, PER ELEV 1/2" LAMINATE PANEL, EA SIDE WOOD TRIM, EA SIDE --- CONTINUE FINISH FLOOR I MIMED nDCAI rni IAITCDTn DC ACCESSIBLE / TYPE A KITCHEN SECTION AT REF 111 = 11-011 UPPER CAB, PROVIDE SOLID BLOCKING, TYP -- FINISH FLOOR, PER FINISH FLOOR PLANS - 1" UNDERLAYMENT SYSTEM 1/4" ACOUSTIC MAT PLYWOOD SHEATHING 0/ FLOOR JOISTS, PER STRUCT, W/ R-19 SOUND INSULATION (MIN) - 1/2" RESILIENT CLIPS, TYP - (2) LAYERS 5/8" TYPE-X GWB SOFFITING AT "AFF MIN, TYP KITCHEN SECTION AT MICRO 111 = 11-011 AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 9g292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N O 00 Uj a 0 �0 i z Q Q Uj LU C� J Z Uj H LLl W M VQ= H O Ja co N Uj Q N + 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE #1 Date Description 2 01-25-2023 PERMIT RESUBM. CONTENTS: INTERIOR DETAILS SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 — SHEET: A8m5 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAMN CIFICATIONS CV 1'-3" 2'-6" 2'-6" 2'-6" 2'-0" AT BASE CAB CLR TYPE B ONE -WALL KITCHEN CASEWORK 1 /2" = 1'-011 POWER OL J P LAMINATE END PANEI \NEL ACCESSIBLE / TYPE A ISLAND BACK 1 /2" =1'-011 [RAWAN W/lLL U/lVL BATH 2 VANITY 1 /2" =1'-011 RAWAti V m- U( 1 TYPE B BATHROOM VANITY 1 /2" = 1'-011 ACCESSIBLE / TYPE A ISLAND SIDE 1 /2" =1'-011 SOFFIT 9 2'- 10" CO M 'v. 7t rn N T_ 2'-0" \ EQ EQ 0 ADA KNEE CLR CAB ACCESSIBLE / TYPE A VANITY 1 /2" = 1'-011 INTERIOR ELEVATION GENERAL NOTES: 1. INTERIOR ELEVATIONS ARE DIAGRAMMATIC FOR THE PURPOSES OF COORDINATION AND BIDDER -PREPARED CASEWORK SHOP DRAWINGS. 2. REFER TO ENLARGED FLOOR PLANS, REFLECTED CEILING PLANS, DETAILS, AND STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS FOR FURTHER INFORMATION. 3. REFER TO FIRE SUPPRESSION DESIGN -BUILD SHOP DRAWINGS (PREPARED BY OTHERS) FOR FURTHER INFORMATION. 4. ALL NOTES AND DIMENSIONS SHOW IN A ROOM ARE TO BE CONSIDERED TYPICAL FOR EACH ELEVATION OF THE ROOM, U.N.O. 5. THE ENTIRE BUILDING FACILITY LEVEL 1 MUST COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS, ICC Al17.1-2009, AND USAF (UNIFORM FEDERAL ACCESSIBILITY STANDARDS). CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK TO COMPLY WITH THESE ACCESSIBLE REQUIREMENTS AND AS SHOWN ON SHEETS T1.8 & T1.9. 6. THESE DRAWINGS ARE SHOWN FOR CONTRACTOR'S CONVENIENCE AND DOES NOT LIMIT OR RESTRICT THEIR APPLICATION. 7. CONTRACTOR TO VERIFY ROUGH OPENINGS OF WINDOWS AND DOORS. 8. DOOR THRESHOLDS TO BE LEVEL FROM JAMB TO JAMB. 9. PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS/ GUARDRAILS. 10. PROVIDE SOLID BLOCKING IN WALLS/ CEILINGS AS NECESSARY TO ACCOMMODATE INSTALLATION OF FUTURE EQUIPMENT, APPLIANCES, FIXTURES, ACCESSORIES, FURNISHINGS, AND HANDRAILS/ GUARDRAILS. CONTRACTOR TO COORDINATE BLOCKING LOCATIONS WITH THE OWNER FOR THESE ITEMS. 11. ACCESSIBLE SINKS AND LAVATORIES TO BE MAX. 34" AFF TO TOP OF SINK OR LAVATORY RIM. 12. LEVEL 1 MOUNTING HEIGHTS OF RESTROOM ACCESSORIES AND PLUMBING FIXTURES TO CONFORM TO ACCESSIBILITY REQUIREMENTS OF THE IBC W/ WASHINGTON STATE AMENDMENTS, ICC Al17.1-2009, AND USAF (UNIFORM FEDERAL ACCESSIBILITY STANDARDS), AND AS SHOWN ON SHEETS T1.8 & T1.9. 13. STANDARD CASEWORK SIZES ARE TO BE PROVIDED WHEREVER POSSIBLE. 14. PROVIDE 1" MIN. SCRIBE TRIM WHERE CABINETRY ABUTS WALLS AND SOFFITS. 15. WRAP DRAIN AND HOT WATER LINE PIPES WITH INSULATING MATERIAL UNDER ACCESSIBLE SINKS / LAVATORIES (PROTECT AGAINST CONTACT, NO SHARP OR ABRASIVE SURFACES), WHERE NO ACCESSIBLE BASE CAB EXISTS. 16. PROVIDE PIPE PROTECTION AND APPEARANCE PANELS AT OPEN KNEE CLEARANCES UNDER ACCESSIBLE COUNTERTOP SINKS / LAVATORIES. ADJACENT EXPOSED CABINET SIDES, REAR WALL AND BASE, AND FLOOR SURFACE TO BE FINISHED. 17. PROVIDE FINISHED FLOOR UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 18. HARDWARE NOT SHOWN - REFER TO PROJECT MANUAL SPECIFICATIONS FOR FURTHER INFORMATION. ACCESSIBLE HARDWARE REQUIRED AT LEVEL 1 SPACES. 19. RESTROOM ACCESSORIES NOT SHOWN - REFER TO ENLARGED FLOOR PLANS AND PROJECT MANUAL SPECIFICATIONS FOR FURTHER INFORMATION. ACCESSIBLE RESTROOM ACCESSORIES REQUIRED AT LEVEL 1 SPACES. 20. ESDS 6.01A & 6.0113 - COMPOSITE WOOD PRODUCTS MUST BE CERTIFIED AS NO ADDED FORMALDEHYDE (NAF) OR ULTRA - LOW EMITTING FORMALDEHYDE (ULEF), INCLUDING PLYWOOD, PARTICLEBOARD, MDF, AND WITHIN OTHER PRODUCTS LIKE CABINETS AND DOORS. 21. ALL UPPER CABS TO HAVE (2) ADJUSTABLE SHELVES, U.N.O. 22. ALL BASE CABS TO HAVE (1) ADJUSTABLE SHELF, U.N.O. 23. IN ALL TYPE B UNITS, PROVIDE REINFORCEMENT (BLOCKING / SHEATHING) FOR FUTURE INSTALLATION OF ACCESSIBLE ACCESSORIES (GRAB BARS, SHOWER SEATS, ETC) AT WATER CLOSETS, SHOWER COMPARTMENTS AND BATH TUBS, U.N.O. 24. LEVEL 1 CABINETS AND SHELVING TO PROVIDE ACCESSIBLE COMPONENTS PER 54 / T1.9. 2' 0" COUNTER EQ EQ RANGE HO(CONTROLS BRACKET 8 POWER OU- A8.5 PER ELEC, ANGLE BRACKET AT TOP & BOT. FULL END PANEL ADA KNEE CLR LAMINATE OPEN UNDER BASE CAB DW PANEL BEYOND COUNTERTOP - N i o 0 2'-6" 2'-0" ACCESSIBLE / TYPE A ISLAND FRONT - 1 /2" =1'-0" 1 N 18" DEEP RANGE HOOD MICRO SHELF v CONTROLS v v 0 0 0 0 0 0 0 0 0 - 0 ADJUSTAB FULL END TYP OF (6) PANEL M_ OPEN TO PAINTED ADA KNEE DW `0 GWB AND WALL CLR CAB BASE BEYOND FULL END PANEL WALL BASI 1 3 � CLR � 2'-6" 2'-6" � CLR � ' (�A8 ACCESSIBLE / TYPE A ONE -WALL CASEWORK 1 /2" =1'-011 _E SHELVES, 00 UNIT D101 PANTRY 1 /2" = 1'-011 I 1'-3" 1 2'-6" 2'-0" 1 2'-10" I ACCESSIBLE / TYPE A WALL CASEWORK 1 /2" = 1'-011 2'-0" 0 \ EQ ECI ADA KNEE CLR CAB WALL BASE, TYP — ACCESSIBLE / TYPE A VANITY 2 1 /2" = 1'-011 rn N A HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360.629.3441 P.O. Bos 1270 10031 SR 533, Suite B Stanwood, WA 98292 sswe-. designs—c— a r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 CO N O 00 Uj am Cn O Fm u Z z0 LLJ LLI C� J z LU U) LU LU Cl) LL c, a H O Ja co N Lo LU Q T_ N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 1 PERMIT RESUBM. CONTENTS INTERIOR ELEVATIONS AND GENERAL NOTES SCALE: 1/2" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: ^202103311.00 SHEET: A9mO CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS I 9 I TYPE B ISLAND BACK 1 /2" =1'-0" 2'-6" BATHROOM VANITY 1 /2" =1'-011 WA Col LAIC PAP GALLEY KITCHEN ISLAND BACK 1 /2" =1'-011 LOW RTOP E PO OU LAI EN WC TYPE B ISLAND SIDE 1 /2" = 1'-0" MDF PANEL _0? 'v OPEN ADJUSTABLE SHELVING WALL BASE TYP. BATHROOM - ELEVATION 2 1 /2" = 1'-0" GALLEY KITCHEN ISLAND SIDE 1 /2" = 1'-0" 1'-3" 1, 1'-3" 2'-6" 2'-0" 1'-0" TYPE B ISLAND FRONT 1 /2" = 1'-0" 2'-6" 1'-0" BATH VANITY 2 1 /2" = 1'-0" 2'-0" 2'-6" 1'-3" 1'-3" GALLEY KITCHEN ISLAND FRONT 1 /2" = 1'-0" M RANGE HOOD CONTROLS I I 'v rn N � O V AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 1'-0" 2'-6" 2'-0" 2'-10" TYPE B GALLEY KITCHEN WALL CASEWORK 1 /2'1 =1'-011 1 HATE OF 1'-3" 2'-6" �, 2'-6" �, 2'-6" 2'-0" CLR ONE -WALL KITCHEN, TYP 1 /2" = 1'-0" 9 \SIM SOFFIT �. \ i/ "' ZD - �_� 18" DEEP o �' MICRO SHELF END PANEL o 1'- 10 1l2" `V _ CLR 0 0 0 0 o v zo Ll 00 o Cl) BASE 2'-10" 2'-0" 2'-6" 1'-0" GALLEY KITCHEN WALL CASEWORK 1 /2" =1'-011 CONTRACTOR IS RESPONSIBLE FOR COORDINATING D LU CY) am cf) O Fm u Z z0 0p Q LU LLI C� J z LU U) Fm LLI — w Cl) LL c, a I— o Ja 00N Lo LU a N 00 CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date Description 2 01-25-2023 IPERMITRESUBM. CONTENTS: INTERIOR ELEVATIONS SCALE: 1/2" = V-0" DRAWN: Author CHECKED: Checker PROJECT No: 2021031.00 SHEET: A9ml IN N ECIFICATIONS co MULTIPURPOSE (A111) NORTH ELEVATION 1 /2" =1'-0" COMMUNITY (A101) ELEVATION 1 /2" =1'-011 0 N to w U_ V — V — L. MILL Uf1JL, I I r MAINTENANCE (C123) NORTH ELEVATION 1 /2" =1'-011 BASE MULTIPURPOSE (A111) EAST ELEVATION 1 /2" = 11-011 1'-6" 2'-9" 2'-6" 3'-0" EQ EQ , \ \ ADA KNEE � CLR CAB OPEN TO PAINTED \ GWB AND WALL ` BASE BEYOND WALL BASE 6" 2' 9" 2' 6" 1' - 6" 1' 6" 9'-9" 1 MULTIPURPOSE (Al 11) SOUTH ELEVATION 1 /2" = 11-011 WASHER/ DRYER, OFCI I I 4 I I I A8.5 I I I I I I I I I I I I I I I I I I COUNTER BRACKET @ I I I I I I 2'-0" O.C. I I I I I OPEN TO PAINTED GWB AND WALL BASE BEYOND _ I LAUNDRY (C122) EAST ELEVATION 1 /2" = 11-011 '). - f)n '). - f)n ,I - nu ), - n,- V MILL UII 2'-0" I_ 2'-0" I. 2'-0" I. 2'-0" I. COPY/WORK (A105) NORTH ELEVATION 1 /2" = 11-011 N o Cl) N ' N AW\ HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B C—? Stanwood, WA 98292 www.desi 8nsnw.com CM ric architecture resource collaborative Co 119 MAIN ST, STE #200 M SEATTLE, WA 98104-2579 (206) 322-3322 � N WALL BASE CONSULTATION (A108) WEST ELEVATION 1 /2" =1'-011 SIM 4 COUNTER T BRACKET 2'-0" .\\1 T_ - co -� 0 v v OPEN TO PAINTED __ o GWB AND WALL BASE BEYOND / \ 2' 6" COPY / WORK (A105) EAST ELEV 1 /2" =1'-011 (0 N O 00 Uj am Cn O Fm u Z z0 Q LU LLl C� J z LU Fm U) LU LU Cl) LL c, a O am co N LO W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 01-25-2023 IPERMITRESUBM. CONTENTS: INTERIOR ELEVATIONS SCALE: 1/2" = V-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: 9 m 2 A CONTRACTOR IS RESPONSIBLE FOR COORDINATING D CIFICATIONS FINISH SCHEDULE WINDOW NUMBER NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING TREATMENT COMMENTS LEVEL 1 A100 CORRIDOR FL-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A101 COMMUNITY CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 WT-1 A102 PROPERTY OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A103 PROPERTY OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A104 SECURE FILE FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A105 COPY / WORK FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A106 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A107 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A108 CONSULTATION FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A109 TOILET FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A NOTE 1, FL-3 WAINSCOT TO 5'-0" AT WALLS A110 STORAGE FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A111 MULTIPURPOSE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 WT-1 Al 12 SERVICES OFFICE CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 WT-1 A113 TOILET FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A NOTE 1, FL-3 WAINSCOT TO 5-0" AT WALLS A114 STORAGE FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A FL-3 AT MOP SINK ALCOVE A120 COMMUNITY PANTRY FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 ACT-1 N/A A121 PACKAGES FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A122 MECH / HPWH / ELEC CONC-1 RB-1 PT-1 PT-1 PT-1 PT-1 N/A PT-1 N/A FI E TREATED LYWOOD TO 8' AFF A123 STORAGE FLA RB-1 PT-1 PT-1 PT-1 PT-1 PT-3 PT-1 N/A A124 ELEC CONC-1 2 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FI E TREATED YWOOD TO 8' AFF A125 FIRE RISER ONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A B101 3-BED ACCESSIBLE / TYPE A 2-BED ACCESSIBLE / TYPE A 1-BED TYPE-B FL-2 / FL-3 / CPT-2 FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 WT-1 WT-1 N TE 1 B102 1132 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 OTE 1 B103 FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 OTE 1 B104 1-BED TYPE-B FL-2 / FL-3 / CPT-2 CONC-1 RB-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 B120 FIRE RISER RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A B121 MECH / HPWH / ELEC 2 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A IRE TREATED LYWOOD TO 8' AFF B122 ELEC. CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FI E TREATED YWOOD TO 8' AFF C101 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C102 2-BED TYPE B FL- L- PT- RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 C103 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C104 3-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C120 MECH / HPWH / ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FI E TREATED LYWOOD TO 8' AFF C121 ELEC. CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 N/A PT-3 PT-2 N/A TREATEDIRE WOOD TO 8' AFF C 122 LAUNDRY -1 RB-2 PT-2 PT-2 PT-2 N/A C123 MAINTENANCE 2 CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FL-3 AT UTILITY SINK ALCOVE C124 FIRE RISER CONC-1 B-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A D101 1-BED ACCESSIBLE / TYPE A FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OT D102 2-BED TYPE B FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D103 2-BED TYPE B F L- T- RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D104 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 ybTE1 NUMBER NAME FLOOR BASE N WALL E WALL S WALL W WALL TRIM CEILING WINDOW TREATMENT COMMENTS D105 2-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D106 3-BED TYPE B FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 D120 MECH / HPWH / ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF D121 FIRE RISER CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A D122 ELEC CONC-1 RB-2 PT-2 PT-2 PT-2 PT-2 N/A PT-2 N/A FIRE TREATED PLYWOOD TO 8' AFF LEVEL 2 B201 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 B202 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 B203 1-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 B204 1-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 C201 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 C202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C203 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 C204 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 D201 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D202 2-BED FL-2 / FL-3 / CPT-2 13-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 D203 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 D204 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D205 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 D206 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 LEVEL 2.1 r r A201 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 A202 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 A203 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 A204 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 A205 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 LEVEL 3 B301 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 B302 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 B303 1-BED FL -2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 B304 1-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C301 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C302 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 C303 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 C304 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D301 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 D302 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D303 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 D304 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 N TE 1 D305 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 D306 3-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 LEVEL 3.1 A301 3-BED FL-2 / FL-3 / CPT-2 RB-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-4 PT-2 PT-2 WT-1 WT-1 OTE 1 N TE 1 A302 2-BED FL-2 / FL-3 / CPT-2 A303 2-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 TE 1 A304 2-BED FL-2 / FL-3 / CPT-2 RB-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 OTE 1 A305 3-BED FL-2 / FL-3 / CPT-2 B-2 PT-2 PT-2 PT-2 PT-2 PT-4 PT-2 WT-1 NOTE 1 FINISH LEGEND MARK FINISH ACT-1 ACOUSTIC CEILING TILE CAB-1 CAB-2 CABINET CABINET CAB-3 CABINET CONC-1 CONCRETE CPT-1 CARPET TILE CPT-2 CARPET TILE CT-1 PLASTIC LAMINATE COUNTERTOPS CT-2 PLASTIC LAMINATE COUNTERTOPS FL- ODUL HARD URFA FLOO ING L-2 MO AR D SURFACE ORI FL-3 IMPACT -RESISTANT PLASTIC SHEET WALL COVERING - FRP PT T PT-2 PAINT PT-3 PAINT PT-4 PAINT RB-1 RUBBER BASE RB-2 RUBBER BASE FINISH PLAN GENERAL NOTES: 0 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. HOUSING HOPE we keep hope alive DESIGNS northwest ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 N 0 00 LUrn a � � O Fz 0 ZO 0 Q LU w 0J U) Z WU) Fm w cf)L w U) p_�_ VQ= O Ja N L0 W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 2 �01-25_2023 PERMIT RESUBM. FINISH SCHEDULES AND LEGEND SCALE: 12" = 1'-0" DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: Al OmO CONTRACTOR IS RESPONSIBLE FOR COORDINATING�ING`"ND"- �" CW4CATIONS A FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. LEGEND (PT i 'A, EXTENT OF PAINT <1 DIRECTION OF CARPET OR WOOD INSTALLATION J CG CORNER GUARD CJ CONTROL JOINT, SEE GENERAL NOTES CW CURTAIN WALL FF FACTORY FINISH PT FIELD APPLIED PAINT HPC HIGH PERFORMANCE COATING FIELD APPLIED SSTL STAINLESS STEEL OTS OPEN TO STRUCTURE ST STAIN FINISH GRAPHIC LEGEND Iq CPT-1 -` CPT - 2 LA F-1 FL-1 FL-2 FL-3 CONC-1 WALK -OFF MAT N N a O H LU LL W 06 L) z m 5 6 T �� T 9 10 T r cn MISS J FINISH PLAN - LEVEL 1 - BUILDING A & B 1 /8" = 1'-0" COVERED BIKE SHELTER I I I III III III III III III III III III III III I UP J �2-BEDINI[ CESSIBLE 1 -TYPE A �j Bar 1-BED TYP I T TB 004 0'0 I I I I I I I I ICI I ---I-I- _-!E 3-BED ACCESSIBLE 1 1 III TYPE A B101 a IIIIII I IIIIII=� I I� �IIIIT� - IIIII=� ►.� m a ON ►:all i l II II I�I II �i; . ►.��i' I �I II I il�����.���ll1151ll0l�il ...� Jll 11 , ►...i, �i.�.. ...,,.IIIII �. ►....III II IIIIII IIIII E RISER, ■ IEm I — OF � \ m � 0 a AW\ HOUSING HOPE we keep hope alive DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.com r c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 LU am cf) v) O Fm z z zo 0 Q LLJ W C' J Z LU U) I — FM W W U) cf) LL VQ= H O Ja 00 N L0 LU Q 00 N CONSTRUCTION IIIII IIIIIIII DOCUMENTS lil-I IIIII ISSUE DATE: DECEMBER 2022 I�IIII� II II REVISION SCHEDULE �I III # Date Description 1 10-19-2022 BID SET 11I I� II I 1111 I 0" '-\ CONTRACTOR IS RESPONSIBLE FOR COORDINATING FINISH PLAN - LEVEL 1 - BUILDING A & B SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 202103 1. 00 /--,\ /---\ Z---\ /--,\ SHEET: Al Om2 INGrS AND=SPEC1F1CATIONS FINISH PLAN GENERAL NOTES: 1. PAINT SHEEN SHALL BE SATIN, U.N.O. 2. PAINT SHEEN AT BATHROOMS AND LAUNDRY WALLS AND CEILINGS TO BE SEMI -GLOSS, U.N.O. 3. MOISTURE AND MOLD RESISTANT GWB AT ALL WALLS. 4. CONTROL JOINTS AT EXPOSED LOCATIONS TO BE LOCATED AS SHOWN. CONTROL JOINTS AT HIDDEN SLAB CONDITIONS SHALL BE LOCATED PER STRUCTURAL REQUIREMENTS. 5. PROVIDE FLOOR FINISH UNDER SLIDE -IN APPLIANCES (REFRIGERATORS, DISHWASHERS, RANGES), WITH FINISHED REAR WALL AND BASE. 6. EXTEND FLOOR FINISH TO WALL OR CABINET BASE AT COUNTERTOP OVERHANGS. 7. CASEWORK INFORMATION, REFER TO ENLARGED PLANS AND INTERIOR ELEVATIONS. 8. PLYWOOD MOUNTING BOARDS, REFER TO ELEC REQUIREMENTS. 9. MIRROR LOCATIONS, REFER TO INTERIOR ELEVATIONS. 10. GWB SOFFIT, REFER TO RCP AND INTERIOR ELEVATIONS. 11. SUSPENDED ACOUSTIC CEILING PANELS, REFER TO RCP 12. ALL TYPE B UNITS, PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND ACCESSORIES. 8t7F LEGEND EXTENT OF PAINT DIRECTION OF CARPET OR WOOD INSTALLATION J CG CORNER GUARD CJ CONTROL JOINT, SEE GENERAL NOTES CW CURTAIN WALL FF FACTORY FINISH PT FIELD APPLIED PAINT HPC HIGH PERFORMANCE COATING FIELD APPLIED SSTL STAINLESS STEEL OTS OPEN TO STRUCTURE ST STAIN FINISH GRAPHIC LEGEND m CPT-1 -� CPT - 2 FL-1 F_=1 FL-2 m FL-3 jCONC-1 WALK -OFF MAT A 2 � 3 4 5 6 7 i ill I I I I , mi, -III=1 I I=1 I I=1 I I=1 I I=1 I I III III III III III III L-JI 11 I1 11-I 11-I 11-I 11-I I -III -I III III III III III III I -III -III -III -III -I I- =1 I I=1 I I=1 I I=1 I I=1 I I=1 0 �l o 0 I WIN �. -0 MINE" EMON ELEC 44 FINISH PLAN - LEVEL 1 - BUILDING C & D 1/8" = 1'-0" W\ AIF\ HOUSING HOPE we keep hope alive DESIGNS northwest elf LIX ARCHITECTS 360. 629. 3441 P.O. Box 1270 10031 SR 532, Suite B Stanwood, WA 98292 www.designsnw.cor c architecture resource collaborative 119 MAIN ST, STE #200 SEATTLE, WA 98104-2579 (206) 322-3322 m B.1co N O 00 m j CIO U)> O �mm ❑ Z zO 0 Q LU W J � LUU) I— Fm W W cf) LL M U) 2 V H O �a 00 N L0 W Q 00 N CONSTRUCTION DOCUMENTS ISSUE DATE: DECEMBER 2022 REVISION SCHEDULE # Date I Description 1 10-19-2022 BID SET FINISH PLAN - LEVEL 1 - BUILDING C& D SCALE: As indicated DRAWN: Author CHECKED: Checker PROJECT NO: 2021031.00 SHEET: ' Al 0 Om3 CONTRACTOR IS RESPONSIBLE FOR COORDINATING DRAWINGS AND SPECIFICATIONS