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Tahoma Terra-II - Building D - Agency Review Set1t 1t INTERIOR ELEVATIONS WINDOW TYPES SEE SCHEDULE SHEET A600 DOOR TYPES, SEE SCHEDULE SHEET A600 1 Ref EXTERIOR ELEVATIONS1 A101 SIM BUILDING SECTION 1 A101 SIM CALLOUTS A101 SYMBOLS LEGEND DENOTES VISUAL AND HEARING IMPAIRMENT EQUIPPED UNITS A101 1111 EARTH AGGREGATE / POROUS CONCRETE CONCRETE ASPHALT RIGID INSULATION BATT INSULATION CEMENT / CONCRETE UNDERLAYMENT MATERIAL LEGEND J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:27:32 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 Author G001d COVER SHEET - BUILDING DAGENCY REVIEW SET 08/16/2023 VICINITY MAP SPECIAL INSPECTIONS MATERIALS TESTING & CONSULTING, INC. 2118 BLACK LAKE BLVD SW, OLYMPIA, WA 98512 NOTE: AN ESTABLISHED AND WABO REGISTERED AGENCY REGULARLY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION SERVICES, AND WHICH ALSO MEETS THE APPLICABLE REQUIREMENTS SPECIFIED IN SECTIONS 1702.1.1 THROUGH 1703.1.3, WHEN THE AGENCY HAS BEEN APPROVED BY THE BUILDING OFFICIAL. 1.SPECIAL INSPECTION SCHEDULE - PER STRUCTURAL DRAWINGS ON SHEET S1.0 PROJECT INFORMATION PROJECT NAME TAHOMA TERRA II PROJECT SCOPE PROPOSED MULTI-FAMILY RESIDENCES PARCEL 78640000015 PROJECT LOCATION 14301 TAHOMA BLVD SE YELM, WA 98597 SITE ZONING MPC - MASTER PLANNED COMMUNITY ZONING JURISDICTION CITY OF YELM SITE USE APARTMENTS (MULTI-FAMILY) LEGAL DESCRIPTION Section 24 Township 17 Range 1E Quarter SW SW Plat TAHOMA TERRA PH 1 DIV 1 TR 12 (FUTURE PHASE) Document 3830707 SET BACK - FRONTAGE:15'-0" SET BACK - SIDES:10'-0" SET BACK - REAR:10'-0" SITE AREA 2.86 ACRES (124,789 SF) LOT COVERAGE MAX. IMPERVIOUS SURFACE 60% MAXIMUM UNIT DENSITY (UNITS / ACRE)35% BUILDING STRUCTURE HEIGHT LIMIT ALLOWED: 3 STORIES PROJECT TEAM OWNER TAHOMA TERRA HOLDINGS LLC PO BOX 73790 PUYALLUP, WA 98373 CLIENT SOUNDBUILT HOMES PO BOX 73790 PUYALLUP, WA 98373 PHONE: 253.820.7835 CONTACT: EVAN MANN EMAIL: evan@soundbuilthomes.com CIVIL ENGINEER HATTON GADOT PANTIER 3910 MARTIN WAY E., SUITE B OLYMPIA, WA 98372 PHONE: 360.943.1599 CONTACT: JIM COOK EMAIL: JimC@hattonpantier.com LANDSCAPE ARCHITECT HATTON GADOT PANTIER 3910 MARTIN WAY E., SUITE B OLYMPIA, WA 98372 PHONE: 360.943.1599 CONTACT: CHRIS ALDRICH EMAIL: ChrisA@hattonpantier.com STRUCTURAL ENGINEER CT ENGINEERING INC. 180 NICKERSON STREET, SUITE 302 SEATTLE, WA 98109 PHONE: 206.285.4512 CONTACT: SARAH GEHRKE EMAIL: SGehrke@ctengineering.com ARCHITECT ROSS DECKMAN & ASSOCIATES, INC. 207 4TH AVE. S.E. PUYALLUP, WA. 98372 PHONE: 253.840.9405 CONTACT: BILL BOWDISH EMAIL: BILL@RDARCHITECT.COM MECHANICAL, ELECTRICAL, PLUMBING ENGINEER HULTZ BHU, ENGINEERS INC. 1111 FAWCETT AVE. SUITE 100, TACOMA WA 98402 PHONE: 253.383.3257 CONTACT: NICK HULTZ EMAIL: nickh@hultzbhu.com ENVELOPE NEXUSbec 2552 JEFFERSON AVE TACOMA, WA 98402 PHONE: 253.495.8544 CONTACT: DANI ITTNER EMAIL: dittner@nexusbec.com GEOTECHNICAL ENGINEER HATTON GADOT PANTIER 3910 MARTIN WAY E., SUITE B OLYMPIA, WA 98372 PHONE: 360.943.1599 CONTACT: JIM COOK EMAIL: JimC@hattonpantier.com TAHOMA TERRA APARTMENTS PHASE II 9955 TAHOMA BOULEVARD SE., YELM, WASHINGTON CODE ANALYSIS CODE:2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 UNIFORM PLUMBING CODE (UPC) 2018 WASHINGTON STATE ENERGY CODE (WSEC) WACS TITLE 51 CHAPTER 51-50 & 51-11R ICC A117.1-2009 OCCUPANCY CLASSIFICATION:R-2 (RESIDENTIAL APARTMENTS) A-3 / B (REC / OFFICES) CONSTRUCTION TYPE:VB BUILDING TYPE:3 STORY (APARTMENTS) REC. / OFFICES FIRE SPRINKLERS: (APARTMENTS)NFPA 13R DEFERRED SUBMITTALS & SEP. PERMITS THE CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWINGS / LAYOUT DRAWINGS FOR THE FOLLOWING, IF APPLICABLE TO THE ARCHITECT AND / OR ENGINEER FOR THE APPROVAL PRIOR TO SUBMITTAL TO THE SUPERVISING JURISDICTION 1.FIRE ALARM SYSTEM CONSTRUCTION DOCUMENTS (SHOP DRAWINGS) 2.AUTOMATIC FIRE SUPRESSION (SPRINKLER) SYSTEM (SHOP DRAWINGS) 3.ENGINEERED FLOOR JOIST AND PRE-ENGINEERED TRUSSES TO BE REVIEWED BY THE ENGINEER OF RECORD. ABBREVIATIONS ABANCHOR BOLT ACOUSACOUSTIC ACTACOUSTICAL CEILING TILE AFFABOVE FINISHED FLOOR ALUMALUMINUM ARCHARCHITECTURAL ATACOUSTIC TILE AUTOAUTOMATIC BITUMBITUMINOUS BLBORROWED LIGHT BLDGBUILDING BLKBLOCK BMBEAM BOTBOTTOM CABCABINET CCCUBICLE CURTAIN CEMCEMENT CGCORNER GUARD CJCONTROL JOINT CLCENTER LINE CLGCEILING CLOSCLOSET CLRCLEAR CMUCONCRETE MASONRY UNIT COCASED OPENING COLCOLUMN CONCCONCRETE CONTCONTINUOUS CONTRCONTRACT OR CONTRACTOR CSSCLINICAL SERVICE SINK CTCERAMIC TILE CTRCOUNTER CTR FLASH COUNTER FLASH DETDETAIL DIADIAMETER DIMDIMENSION DISDISPENSER DNDOWN DWGDRAWING EAEACH EJEXPANSION JOINT ELELEVATION ELECELECTRIC ELEVELEVATOR EQEQUAL EQUIPEQUIPMENT EXISTEXISTING FDFLOOR DRAIN FDNFOUNDATION FECFIRE EXTINGUISHER CABINET FHCFIRE HOSE CABINET FHVFIRE HOSE VALVE FINFINISH FLFLOOR FLASHFLASHING FRFRAME FTFEET OR FOOT FTGFOOTING FURRFURRING GAGAUGE GALVGALVANIZED GLGLASS GYP BDGYPSUM BOARD HCHOLLOW CORE HFSHALF FULL SIZE HMHOLLOW METAL HORIZHORIZONTAL HTHEIGHT HTGHEATING IDINSIDE DIAMETER ININCH INCLINCLUDED INFOINFORMATION INSULINSULATION INTINTERIOR JCJANITOR CLOSET JTJOINT LAMLAMINATED LATLAY-IN ACOUSTICAL TILE LAVLAVATORY LKLOCKERS MASMASONRY ABBREVIATIONS MATMATERIAL MAXMAXIMUM MECHMECHANICAL MEDMEDICINE METMETAL MET STDMETAL STUD MFRMANUFACTURER MINMINIMUM MISCMISCELLANEOUS MLMETAL LATH MTDMOUNTED MWMILLWORK NNORTH NICNOT IN CONTRACT NONUMBER NOMNOMINAL NTSNOT TO SCALE O2OXYGEN OCON CENTER ODOUTSIDE DIAMETER OHOPPOSITE HAND OPNGOPENING PLPLATE PLASPLASTIC LAMINATE PLASPLASTER PLMBPLUMBING PTNPARTITION RRUBBER RADRADIUS RDROOF DRAIN RECPRECEPTACLE REFREFERENCE REFRIGREFRIGERATOR REINFREINFORCE REQDREQUIRED RESILRESILIENT REVREVISION RMROOM SSLIDE S/SSERVICE SINK SCSOLID CORE SCHSCHEDULE SECTSECTION SERVSERVICE SHTSHEET SIMSIMILAR SLSLIDING SMSHEET METAL SNKSINK SPECSPECIFICATIONS SQSQUARE SSSTAINLESS STEEL STDSTANDARD STLSTEEL STORESTORAGE STRSTRUCTURAL SUSPSUSPEND T/CTOP OF CURB TBTACKBOARD TELTELEPHONE THKTHICK TKTHICKNESS TOILTOILET TRANSTRANSFORMER TVTELEVISION TYPTYPICAL ULUNDERWRITERS LABORATORIES UNOUNLESS OTHERWISE NOTED VVINYL VBVIEW BOXES VCTVINYL COMPOSITION TILE VERTVERTICAL VESTVESTIBULE VIFVERIFY IN FIELD WWIDTH W /WITH W / OWITHOUT WCWHEELCHAIR WCWATER CLOSET WDWOOD WPWATERPROOF WTWEIGHT WWFWIELDED WIRE FABRIC STRUCTURES ON SITE STRUCTURESFIRE SPRINKLEROCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTAPARTMENT BUILDINGNFPA 13RR-2VB3-STORY7 APARTMENT BUILDING (w/REC)NFPA 13RR-2 A-3 / B VB3 STORY 1-STORY 1 TOTAL STRUCTURES ON SITE8 PARKING STATISTICS DESCRIPTIONTYPE STALLS PROVIDEDPARKING % COMPACT (8'-0" x 19'-0")C31.6% STANDARD (9'-0" x 19'-0")S17892.7% VAN ACCESSIBLE (9'-0" x 19'-0")V94.7% VAN ACCESSIBLE (9'-0" x 21'-0")V21.0% TOTAL STALLS192100.0% REVISIONS #CURRENT REVISION DESCRIPTIONREV. DATE SHEET INDEX - BUILDING D SHEET #SHEET NAME REV. #REV. DATE 1.GENERAL G001dCOVER SHEET - BUILDING D G002PROJECT STATISTICS G003GENERAL NOTES G004RATED ASSEMBLIES G005RATED ASSEMBLIES G006SITE DETAILS G105FIRE EXIT & LIFE SAFETY PLANS - BUILDING 'D' 2.CIVIL (Hatton Gadot Pantier) C#PER CIVIL DRAWING INDEX 3.LANDSCAPE (Hatton Gadot Pantier) L#PER LANDSCAPE DWG INDEX 4.STRUCTURAL (CT Eng.) S1.0STRUCTURAL NOTES S1.1STRUCTURAL NOTES AND SCHEDULES S1.2SHEARWALL SCHEDULE AND DETAILS S1.3HOLDOWN SCHEDULE AND DETAILS S2.1FOUNDATION PLAN S2.2SECOND FLOOR FRAMING PLAN S2.3THIRD FLOOR FRAMING PLAN S2.4ROOF FRAMING PLAN S6.0CONCRETE DETAILS S6.1CONCRETE DETAILS S9.0WOOD DETAILS S9.1WOOD DETAILS 5.ARCHITECTURAL (RD+A) A100OVERALL SITE PLAN A100.1ENLARGED SITE PLAN A100.2ENLARGED SITE PLAN A107FLOOR PLANS - BUILDING 'D' A108FLOOR & ROOF PLANS - BUILDING 'D' A204EXTERIOR ELEVATIONS - BUILDING 'D' A301BUILDING SECTIONS - STAIRS & HEEL A302BUILDING SECTIONS - 2-STORY A303BUILDING SECTIONS - DECK & VAULTED A306TRANSVERSE SECTIONS - BLDG. 'A' / 'B' / 'D' / 'E' / 'F' A310WALL SECTIONS A311WALL SECTIONS A312WALL SECTIONS A313WALL SECTIONS A400STAIRWAY / BREEZEWAY PLANS A410ENLARGED UNIT PLAN - 1.12(S) A420ENLARGED UNIT PLAN - 2.20(A) A421ENLARGED UNIT PLAN - 2.20(B) A422ENLARGED UNIT PLAN - 2.20(S) A500DETAILS A501DETAILS A502DETAILS A503DETAILS A504DETAILS - DECK A505DETAILS - STAIRS & RAILINGS A506DETAILS - INTERIOR DOORS A507DETAILS - GENERAL A600DOOR / WINDOW / ROOM FINISH SCHEDULES A700REFLECTED CEILING PLAN - UNITS A701REFLECTED CEILING PLAN - UNITS 5.FIRE PROTECTION FP01HILTI PENETRATION DETAILS FP02HILTI PENETRATION DETAILS FP03HILTI PENETRATION DETAILS FP04HILTI PENETRATION DETAILS FP05HILTI PENETRATION DETAILS SHEET INDEX - BUILDING D SHEET #SHEET NAME REV. #REV. DATE 7.MEP (HultzBHU) M-001 MECHANICAL LEGEND & NOTES M-002 MECHANICAL SCHEDULES M-003 MECHANICAL SCHEDULES M-004 MECHANICAL SPECIFICATIONS M-005 MECHANICAL SPECIFICATIONS M-104D FOUNDATION PLAN - BUILDING 'D' M-207D MECHANICAL PLANS - BUILDING 'D' M-208D MECHANICAL PLANS - BUILDING 'D' M-301 ENLARGED UNIT PLUMBING PLANS M-302 ENLARGED UNIT PLUMBING PLANS M-303 PLUMBING DETAILS - BUILDINGS H ENLARGED PLUMBING PLANS M-304 PLUMBING DETAILS M-305 RISER DIAGRAMS M-401 ENLARGED UNIT HVAC PLANS M-402 ENLARGED UNIT HVAC PLANS 8.ELECTRICAL (HultzBHU) E-001 ELECTRICAL LEGEND & ABBREVIATIONS E-002 ELECTRICAL NOTES E-003 ELECTRICAL SPECIFICATIONS E-100 ELECTRICAL SITE PLAN E-207 ELECTRICAL PLANS - BUILDING 'D' E-208 ELECTRICAL PLANS - BUILDING 'D' E-301 ENLARGED UNIT ELECTRICAL PLANS E-302 ENLARGED UNIT ELECTRICAL PLANS E-504 ONE-LINE DIAGRAM - BUILDING 'D' E-601 ELECTRICAL DETAILS E-602 ELECTRICAL DETAILS E-701 ELECTRICAL SCHEDULES 8.ENVELOPE (NexusBEC) ENV0.1 AIR BARRIER EXTENTS DIAGRAMS - BUILDINGS A, B, D, E & F ENV2.0 WALL SECTIONS ENV2.1 WALL SECTIONS ENV3.0 FOUNDATION DETAILS ENV4.0 DOOR DETAILS ENV4.1 WINDOW DETAILS ENV4.5 FENESTRATION FLASHING SEQUENCING DETAILS ENV4.6 FENESTRATION FLASHING SEQUENCING DETAILS ENV5.0 TYPICAL AIR BARRIER DETAILS ENV5.1 WALL PENETRATIONS AND CLADDING DETAILS ENV5.2 WALL PENETRATIONS AND CLADDING DETAILS ENV5.3 WALL PENETRATIONS AND CLADDING DETAILS ENV6.0 DECK DETAILS ENV7.0 ROOF DETAILS ENV7.1 ROOF DETAILS #DESC.DATE J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:27:53 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS G002 PROJECT STATISTICSAGENCY REVIEW SET 08/16/2023 NOTE: AIR BARRIER TEST REPORT SHALL BE SUBMITTED TO JURISDICTION ONCE TEST IS COMPLETED. IF TESTS RESULTS EXCEED 0.4 CFM/ft2 AT 0.3in. wg. THEN VISUALLY INSPECT AIR BARRIER AND SEAL NOTED SOURCES OF LEAKAGE. SUBMIT A FOLLOW UP REPORT TO JURISDICTION NOTING CORRECTIVE MEASURES TAKEN. BUILDING AREA (GROSS) LEVEL AREA BUILDING A L1 5,139 SF L2 4,739 SF L3 3,563 SF 13,441 SF BUILDING B L1 5,139 SF L2 4,739 SF L3 3,563 SF 13,441 SF BUILDING C L1 10,171 SF L2 9,371 SF L3 8,195 SF 27,737 SF BUILDING D L1 5,139 SF L2 4,739 SF L3 3,563 SF 13,441 SF BUILDING E L1 5,139 SF L2 4,739 SF L3 3,563 SF 13,441 SF BUILDING F L1 5,139 SF L2 4,739 SF L3 3,563 SF 13,441 SF BUILDING G L1 5,675 SF L2 5,275 SF L3 4,677 SF 15,627 SF BUILDING H L1 5,913 SF L2 2,807 SF L3 2,508 SF 11,228 SF ENERGY REQUIREMENTS - APARTMENTS 2018 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE BUILDING ENVELOPE OPTION (MULTIFAMILY RESIDENTIAL) CLIMATE ZONE 4C INSULATION REQUIREMENTSREQ. PER TABLE 406 GLAZING U-FACTOR - VERTICALU=0.30 DOOR W/ GLAZING U-FACTORU=0.30 CEILINGR-49 VAULTED CEILINGR-49 WALL ABOVE GRADER-21 FLOORR-30 SLAB ON GRADER-10, 2F.T. HEATING: UNITS-BEDROOMSELECTRIC RESISTANCE UNITS-LIVING ROOMSDUCTLESS MINI-SPLIT HEAT PUMP SYSTEM ALLOWABLE AREA (PER SECTION 506.2.3 (EQUATION 5-2)) Aa = [At + (NS x If)] x Sa Aa = ALLOWABLE AREA PER STORY At = ALLOWABLE AREA FACTOR (FROM TABLE 506.2) NS = ALLOWABLE AREA FACTOR FOR NONSPRINKLERED If = AREA FACTOR INCREASE FACTOR DUE TO FRONTAGE (PERCENT) PER 506.3 SA = ACTUAL NUMBER OF BUILDING STORIES ABOVE GRADE PLANE FRONTAGE INCREASE (PER SECTION 506.3 (EQUATION 5-4)) If = [F/P - .25] W/30 If = AREA INCREASE DUE TO FRONTAGE F = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET OPEN MINIMUM WIDTH (FEET) P = PERIMETER OF ENTIRE BUILDING (FEET) W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE W/ SECTION 506.2.3 AREA CALCULATIONS: BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.56 x 0.69 0.383 (7,000' + 4,599) 34,796 ft² ( ALLOWED) VB A13,441 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.383 ) 11,599' x ( 3 STORY) ( 249 / 310 - 0.25 ) x [ (90 x 30 + 60 x 30 + 99 x 0 ) / 249 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.35 x 1.23 0.43 (7,000' + 5,161) 36,483 ft² ( ALLOWED) VB B13,441 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.43 ) 12,161' x ( 3 STORY) ( 180 / 300 - 0.25 ) x [ (90 x 30 + 60 x 10 + 90 x 30 ) / 180 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.35 x 1.24 0.434 (7,000' + 5,204) 36,611 ft² ( ALLOWED) VB C27,737 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.434 ) 12,204' x ( 3 STORY) ( 180 / 300 - 0.25 ) x [ (176 x 30 + 60 x 10 + 4 x 30 ) / 180 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.35 x 1.22 0.427 (7,000' + 5,130) 36,389 ft² ( ALLOWED) VB D13,441 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.427 ) 12,130' x ( 3 STORY) ( 180 / 300 - 0.25 ) x [ (90 x 30 + 60 x 10 + 90 x 30 ) / 180 ] / 30 ENERGY CREDITS (TABLE 406.3) OPTIONDESCRIPTIONCREDITS 3.4DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 2 5.5WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 2.5 TOTAL CREDITS4.5 BUILDING / UNIT NET AREAS UNIT #UNIT TYPE NET LIVING SPACE PER UNIT TOTAL NET AREAS COUNT BUILDING A UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20 2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.20(B)2BDR / 2BA 961 SF 3,843 SF 4 10,415 SF 12 BUILDING B UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20 2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.20(A)2BDR / 2BA 961 SF 1,922 SF 2 UNIT 2.20(B)2BDR / 2BA 961 SF 1,922 SF 2 10,415 SF 12 BUILDING C UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20(B)2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.21 2BDR / 2BA 961 SF 11,350 SF 12 UNIT 2.21(B)2BDR / 2BA 938 SF 3,753 SF 4 21,675 SF 24 BUILDING D UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20 2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.20(A)2BDR / 2BA 961 SF 1,922 SF 2 UNIT 2.20(B)2BDR / 2BA 961 SF 1,922 SF 2 10,415 SF 12 BUILDING E UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20 2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.20(B)2BDR / 2BA 961 SF 3,843 SF 4 10,415 SF 12 BUILDING F UNIT 1.12 1BDR / 1BA 682 SF 2,728 SF 4 UNIT 2.20 2BDR / 2BA 961 SF 3,843 SF 4 UNIT 2.20(B)2BDR / 2BA 961 SF 3,843 SF 4 10,415 SF 12 BUILDING G UNIT 2.20 3BDR / 2BA 1,090 SF 4,361 SF 4 UNIT 2.23 2BDR / 2BA 943 SF 3,773 SF 4 UNIT 3.20(A)3BDR / 2BA 1,090 SF 2,181 SF 2 UNIT 3.20(B)3BDR / 2BA 1,090 SF 2,181 SF 2 12,496 SF 12 BUILDING H UNIT 2.23 2BDR / 2BA 943 SF 1,887 SF 2 UNIT 3.20 2BDR / 2BA 1,090 SF 2,181 SF 2 UNIT 3.20(B)2BDR / 2BA 1,090 SF 2,181 SF 2 6,248 SF 6 TOTAL No. OF UNITS: 102 92,493 SF 102 UNIT GROSS AREAS UNIT #UNIT NAME AREA UNIT 1.12 1BDR / 1BA 753 SF UNIT 2.20 2BDR / 2BA 1,071 SF UNIT 2.21 2BDR / 2BA 1,044 SF UNIT 2.23 2BDR / 2BA 1,056 SF UNIT 3.20 3BDR / 2BA 1,205 SF UNIT NET AREAS (LIVING SPACE) UNIT #NAME NET UNIT AREA UNIT 1.12 LIVING SPACE 682 SF UNIT 2.20 LIVING SPACE 961 SF UNIT 2.21 LIVING SPACE 938 SF UNIT 2.23 LIVING SPACE 943 SF UNIT 3.20 LIVING SPACE 1,090 SF FUEL NORMALIZATION (WSEC TABLE 406.2) OPTIONDESCRIPTION (2018 WSEC)CREDITS 4DHP WITH ZONAL ELECTRIC RESISTANCE PER OPTION 3.40 TOTAL CREDITS0 UNIT MATRIX UNIT MODEL BED COUNT UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 1.12(S)1 24 1.5 36 UNIT 2.20(A)2 4 1.5 6 UNIT 2.20(B)2 20 1.5 30 UNIT 2.20(S)2 24 1.5 36 UNIT 2.21(B)2 4 1.5 6 UNIT 2.21(S)2 8 1.5 12 UNIT 2.23(S)2 6 1.5 9 UNIT 3.20(A)3 2 2 4 UNIT 3.20(B)3 4 2 8 UNIT 3.20(S)3 6 2 12 102 159 UNITS - TYPE A UNIT MODEL UNIT TYPE UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 2.20(A)2BED/2BATH 4 1.5 6 UNIT 3.20(A)3BED/2BATH 2 2 4 6 10 UNITS - TYPE B UNIT MODEL UNIT TYPE UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 2.20(B)2BED/2BATH 20 1.5 30 UNIT 2.21(B)2BED/2BATH 4 1.5 6 UNIT 3.20(B)3BED/2BATH 4 2 8 28 44 UNITS - STANDARD UNIT MODEL UNIT TYPE UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 1.12(S)1BED/1BATH 24 1.5 36 UNIT 2.20(S)2BED/2BATH 24 1.5 36 UNIT 2.21(S)2BED/2BATH 8 1.5 12 UNIT 2.23(S)2BED/2BATH 6 1.5 9 UNIT 3.20(S)3BED/2BATH 6 2 12 68 105 OCCUPANT LOADS LEVELUNIT #CLASS.COUNTAREA AREA PER PERSON OCCUPANTS BUILDING A L1UNIT 2.20(B)R-24961 SF 200 19.22 SF L2UNIT 2.20R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF 1212 52.07 SF BUILDING B L1UNIT 2.20(A)R-22961 SF 200 9.61 SF L1UNIT 2.20(B)R-22961 SF 200 9.61 SF L2UNIT 2.20R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF 1212 52.07 SF BUILDING C L1UNIT 2.20(B)R-24961 SF 200 19.22 SF L1UNIT 2.21(B)R-24938 SF 200 18.77 SF L2UNIT 2.21R-24938 SF 200 18.77 SF L2UNIT 2.21R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF L3UNIT 2.21R-24938 SF 200 18.77 SF 2424 108.37 SF BUILDING D L1UNIT 2.20(A)R-22961 SF 200 9.61 SF L1UNIT 2.20(B)R-22961 SF 200 9.61 SF L2UNIT 2.20R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF 1212 52.07 SF BUILDING E L1UNIT 2.20(B)R-24961 SF 200 19.22 SF L2UNIT 2.20R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF 1212 52.07 SF BUILDING F L1UNIT 2.20(B)R-24961 SF 200 19.22 SF L2UNIT 2.20R-24961 SF 200 19.22 SF L3UNIT 1.12R-24682 SF 200 13.64 SF 1212 52.07 SF BUILDING G L1UNIT 3.20(A)R-221,090 SF 200 10.9 SF L1UNIT 3.20(B)R-221,090 SF 200 10.9 SF L2UNIT 2.20R-241,090 SF 200 21.81 SF L3UNIT 2.23R-24943 SF 200 18.87 SF 1212 62.48 SF BUILDING H L1RECA-312,574 SF 11 233.99 SF L1UNIT 3.20(B)R-221,090 SF 200 10.9 SF L2UNIT 3.20R-221,090 SF 200 10.9 SF L3UNIT 2.23R-22943 SF 200 9.43 SF 77 265.23 SF OCCUPANTS: 103103 696.45 SF UNIT % UNIT TYPES UNIT COUNT UNIT % 1BED/1BATH 24 24% 2BED/2BATH 66 65% 3BED/2BATH 12 12% TOTALS 102 100% BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.35 x 1.22 0.428 (7,000' + 5,138) 36,413 ft² ( ALLOWED) VB E13,441 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.428 ) 12,138' x ( 3 STORY) ( 180 / 300 - 0.25 ) x [ (90 x 30 + 60 x 10 + 90 x 30 ) / 180 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.35 x 1.24 0.433 (7,000' + 5,192) 36,576 ft² ( ALLOWED) VB F13,441 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.433 ) 12,192' x ( 3 STORY) ( 180 / 300 - 0.25 ) x [ (90 x 30 + 60 x 10 + 90 x 30 ) / 180 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.54 x 1.09 0.591 (7,000' + 7,095) 42,286 ft² ( ALLOWED) VB G15,627 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.591 ) 14,095' x ( 3 STORY) ( 238 / 300 - 0.25 ) x [ (93 x 30 + 62 x 30 + 84 x 30 ) / 238 ] / 30 BUILDING : AREA INCREASE If= = = ALLOWED AREA =Aa = = = 0.55 x 1.08 0.596 (7,000' + 7,148) 42,445 ft² ( ALLOWED) VB H11,228 ft² PROPOSED AREA (TOTAL) 7,000' + (12,000 ft² x 0.596 ) 14,148' x ( 3 STORY) ( 240 / 300 - 0.25 ) x [ (92 x 30 + 60 x 10 + -3 x 30 ) / 240 ] / 30 #DESC.DATE J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:01 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS G003 GENERAL NOTESAGENCY REVIEW SET 08/16/2023 THE NOTES PROVIDED ON THIS SHEET, AND IN THIS SET OF CONSTRUCTION DOCUMENTS, IN NO WAY, EXCLUDES ADDITIONAL REQUIREMENTS PERTINENT TO THE APPROVAL BY THE LOCAL JURISDICTION. THESE NOTES SERVE ONLY AS GUIDELINES FOR REQUIREMENTS MOST SIGNIFICANT TO THIS CONSTRUCTION TYPE. THE CURRENT VERSIONS OF THE UNIFORM AND INTERNATIONAL CODES, LOCAL BUILDING CODES, THE ICC/ANSI, AND THE FEDERAL FAIR HOUSING ACT SHALL BE CONSULTED FOR COMPLETE REQUIREMENTS. INSULATION REQUIREMENTS 01.GLAZING SHALL BE CERTIFIED AND LABELED WITH ITS U-FACTOR BY AN INDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION AN INDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) 02.ATTIC ACCESS DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO THE SAME R-VALUE AS THE CEILING IN WHICH IT IS LOCATED 03.THE FOLLOWING OPENINGS AND JOINTS ARE TO BE SEALED, CAULKED, GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE: 03.a EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALL PANELS 03.b OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS 03.c ALL OTHER OPENINGS IN THE BUILDING ENVELOPE FOR ALL OCCUPANCIES AND ALL OTHER OPENINGS IN BETWEEN UNITS IN R-2 OCCUPANCIES 04.ALL RECESSED LIGHTING FIXTURES TO BE IC RATED. 05.EACH HEATING AND/OR COOLING SYSTEM SHALL BE PROVIDED WITH AT LEAST ONE THERMOSTAT. WHEN USED FOR HEATING ONLY, THE THERMOSTAT SHALL BE CAPABLE OF BEING SET BY ADJUSTMENT OR SELECTION OF SENSORS FROM 55 DEGREES TO 75 DEGREES FAHRENHEIT. WHEN USED FOR COOLING ONLY, THE THERMOSTAT SHALL BE CAPABLE OF BEING SET BY ADJUSTMENT OR SELECTION OF SENSORS FROM 70 DEGREES TO 85 DEGREES FAHRENHEIT. WHEN USED BOTH FOR HEATHING AND COOLING, THETHERMOSTAT SHALL BE CAPABLE OF BEING SET FROM 55 DEGREES TO 85 DEGREES FAHRERNHEIT (2006 WA. STATE ENERGY CODE, 1st EDITION). IN MULTIFAMILY DWELLINGS, EACH INDIVIDUAL DWELLING UNIT SHALL HAVE AT LEAST ONE THERMOSTAT. A READILY ACCESSIBLE MANUAL OR AUTOMATIC MEANS SHALL BE PROVIDED TO PARTIALLY RESTRICT OR SHUT OFF THE HEATING AND/OR COOLING INPUT TO EACH ROOM. 06.THE REQUIRED THERMOSTAT, OR ALTERNATE MEANS SUCH AS A SWITCH OR CLOCK, SHALL PROVIDE A READILY ACCESSIBLE, MANUAL OR AUTOMATIC MEANS FOR REDUCING THE ENERGY REQUIRED FOR HEATING AND COOLING DURING THE PERIODS OF NON-USE OR REDUCED NEED, SUCH AS, BUT NOT LIMITED TO, UNOCCUPIED PERIODS AND SLEEPING HOURS. LOWERING THERMOSTAT SET POINTS TO REDUCE ENERGY CONSUMPTION OF HEATING SYSTEM SHALL NOT CAUSE ENERGY TO BE EXPENDED TO REACH THE REDUCED SETTING GENERAL NOTES 01.CONTRACTOR SHALL VERIFY CONTINUITY OF DIMENSIONS. FAILURE TO NOTIFY ARCHITECT OF DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION SIGNIFIES ACCEPTANCE OF INFORMATION AS CONTAINED IN DRAWINGS. 02.ALL CONSTRUCTION TO CONFORM TO THE I.B.C., I.M.C., I.F.C., U.P.C., N.E.C., AND ICC/ANSI 03.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS . CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. 04.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHER THAN THE BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHER CHANGES, FEES, OR COSTS CHARGED BY THE BUILDING AND CONSTRUCTION DEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRES SUCH COSTS FOR OR PRIOR TO INSTALLATIONS. THIS INCLUDES STREET PERMITS AND ALL UTILITIES AS WELL AS BONDING. 05.CONTRACTOR SHALL CONFIRM & PAY EXPENSES RELATED TO SPECIFIC REQUIREMENTS OF GOVERNMENT AGENCIES, I.E. FIRE DEPARTMENT & POST OFFICE INCLUDING BUT NOT LIMITED TO INSTALLATION OF KNOX BOXES. 06.HAZARDOUS MATERIALS: DISCOVERY OF HAZARDOUS MATERIALS (ASBESTOS, CHEMICAL WASTES, PESTICIDES, ETC.) SHALL BE REPORTED IMMEDIATELY TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS, REMOVAL, DISPOSAL, & CERTIFICATION AS REQUIRED BY LAW. 07.SAFETY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 08.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER 3) SCALED DIMENSIONS. 09.ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE AND CENTERLINE OF PARTY WALLS UNLESS NOTED OTHERWISE. CONTACT ARCHITECT FOR ANY REQUIRED CLARIFICATIONS. FIELD VERIFY EXISTING DIMENSIONS AND REPORT ANY DISCREPANCIES. 10.ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE ARCHITECT WILL DEFINE THE USE OF ANY IN QUESTION. 11.REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 12.WOOD: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER CURRENT INTERNATIONAL BUILDING CODE. PRESSURE TREATED WOOD SHALL ALSO BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF PORCHES, DECKS, AND TRELLISES, ETC. 13.ALL EXTERIOR DOORS AND WINDOWS SHALL BE FULLY WEATHER-STRIPPED AND GASKETED. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL BE CERTIFIED AND LABELED. ALL EXTERIOR GLAZING TO BE DOUBLE-GLAZED AND MEET THE MINIMUM REQUIREMENTS AS SET FORTH IN THE ENERGY CALCULATIONS. 14.BACKING BEHIND THE BATHTUBS IS TO BE FULL HEIGHT WATER RESISTANT 5) GYPSUM WALLBOARD PER SPECIFICATION. TO MAINTAIN WALL FIRE RATING, GYPSUM WALLBOARD SHALL BE CONTINUOUS TO THE FLOOR SHEATHING TYPICAL INCLUDING AREAS WHERE BATHTUBS, LAVATORIES, AND KITCHEN WALL AND BASE CABINETS MAY OCCUR. 15.ALL TEARS & JOINTS IN BATT INSULATION AT EXTERIOR WALLS SHALL BE SEALED PRIOR TO BEING COVERED. 16.OPENINGS: ALL OPENINGS SHALL BE CAULKED, SEALED, OR WEATHER-STRIPPED. 17.PROVIDE NEAT CUTS WHERE UTILITIES PENETRATE RATED WALL AND FLOOR ASSEMBLIES AND SEAL WITH NON-COMBUSTIBLE MATERIAL IMPERVIOUS TO THE PASSAGE OF SMOKE. 18.TO PROVIDE ADEQUATE SOUND ATTENUATION COMPLETELY SEAL VERTICAL EDGES, BOUNDARY EDGES, FLOOR JOINTS AND AROUND PENETRATIONS IN COMMON WALLS AND/OR CEILINGS COMMON WITH ADJACENT UNITS OR COMMON STAIRWAYS. 19.TRADES REQUIRING HOLES IN STRUCTURAL MEMBERS SHALL CONTACT STRUCTURAL ENGINEER PRIOR TO CUTTING. 20.WHERE RECESSED CABINETS (FIRE EXTINGUISHERS, ETC.) OCCUR IN FIRE RATED WALLS, LINE OPENING WITH 5/8" TYPE 'X' GWB, INCLUDING SURFACE BEHIND CABINET, BLOCK AROUND. 21.CEILINGS SHALL HAVE CONTINUOUS FIRE RESISTIVE MEMBRANES BUT MAY HAVE OPENINGS FOR PLUMBING PIPES, DUCTS AND ELECTRICAL OUTLETS, PROVIDED THE FOLLOWING CONDITIONS ARE MAINTAINED: -APPROVED FIRE DAMPERS SHALL PROTECT DUCT OPENINGS. -INDIVIDUAL ELECTRICAL OUTLET BOXES SHALL BE OF STEEL OR OTHER APPROVED MATERIALS AND SHALL NOT BE GREATER THAN 16 SQUARE INCHES IN AREA. -STEEL ELECTRICAL BOXES GREATER THAN 16 SQUARE INCHES IN AREA SUCH AS RECESSED LIGHTS MAY BE USED IF THE BOXES ARE IDENTIFIED AS APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION OR THE BOXES ARE "TENTED" WITH APPROVED MATERIALS INSTALLED IN SUCH A FASHION THAT WILL MAINTAIN THE FIRE-RESISTIVENESS OF THE CEILING ASSEMBLY. 22.ILLUMINATED EXIT SIGNS ARE REQUIRED AT ALL ENCLOSED EXIT DOORS THROUGHOUT THE APARTMENT COMPLEX, SERVING AN OCCUPANT LOAD OF MORE THAN TEN. EXIT SIGNS SHALL COMPLY WITH THE IBC. FRAMING NOTES 01.FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AND ATTIC ACCESSES. 02.FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS, TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKING REQUIREMENTS). 03.CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS AT TUB/SHOWER TO ENSURE PROPER FIT. PLUMBING FIXTURE DESCRIPTIONCOUNT BUILDING A DISHWASHERS12 LAVATORIES20 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS20 88 BUILDING B DISHWASHERS12 LAVATORIES20 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS20 88 BUILDING C DISHWASHERS24 LAVATORIES44 SINKS24 TUBS / SHOWERS24 WASHERS24 WATER CLOSETS44 184 BUILDING D DISHWASHERS12 LAVATORIES20 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS20 88 BUILDING E DISHWASHERS12 LAVATORIES20 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS20 88 BUILDING F DISHWASHERS12 LAVATORIES20 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS20 88 BUILDING G DISHWASHERS12 LAVATORIES28 SINKS12 TUBS / SHOWERS12 WASHERS12 WATER CLOSETS24 100 BUILDING H DISHWASHERS2 LAVATORIES4 SINKS2 TUBS / SHOWERS2 WASHERS2 WATER CLOSETS4 16 RECREATIONAL BUILDING LAVATORIES2 URINAL1 WATER CLOSETS3 6 #DESC.DATE 1-HR. RATED WALL ASSEMBLY (EXTERIOR, FIRE-SIDE AT INTERIOR) 4.0 CALCULATED FIRE RESISTANCE PER IBC SECTION 722.6.2.3, TABLE 722.6.2(1) & TABLE 722.6.2(2) 1. EXTERIOR FINISH: SIDING PER EXTERIOR ELEVATIONS 2. EXTERIOR SHEATHING: 5/16" MIN. WOOD STRUCTURAL PANEL W/ EXTERIOR GLUE. 3. FRAMING: 2x6 WOOD STUDS AT 16" O.C. STUD CAVITY FILLED W/ GLASS FIBER INSULATION.(20 MIN. + 15 MIN.) 4. INTERIOR FINISH: 5/8" TYPE X GYPSUM WALLBOARD EXTERIOR INTERIOR V3P2W6 G1 1-HR. RATED WALL ASSEMBLY (BREEZEWAY / UNIT) 5.0PER GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL, 20TH EDITION (2012) FILE NUMBER WP1346, WP1351 (STC RATING OF 50 TO 54) 1. FRAMING: NOMINAL 2X6 WOOD STUDS, SPACED 16 IN. O.C., DOUBLE TOP PLATES, SINGLE BOTTOM PLATE. 2. SHEATHING: 5/8 IN TYPE X GYPSUM WALLBOARD, 4 FT. WIDE, APPLIED VERTICALLY. ALL PANEL EDGES 3. INSULATION: R-19 FIBERGLASS INSULATION 4. FASTENERS: 2 1/4 IN 6 TYPE S DRYWALL SCREWS, SPACED 12 IN. O.C. 5. JOINTS AND FASTENER HEADS: WALLBOARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND, FASTENER HEADS COVERED WITH JOINT COMPOUND BREEZEWAY UNIT NOTES: STRUCTURAL PLYWOOD SHEATHING REQUIRED ONLY SHEAR WALL LOCATIONS - PER STRUCTURAL DWGS S1G3P2W6 G1W6 1-HR. RATED WALL ASSEMBLY (INTERIOR PARTY WALL) 6.0 PER GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL, 20TH EDITION (2012), FILE NUMBER WP3370: (STC RATING OF APPROXIMATELY 50-54) 1. FINISH: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF DOUBLE ROW OF 2x4 WOOD STUDS SPACED 16" O.C. ON SEPARATE PLATES 1" APART WITH 6d COATED NAILS 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. 2. FRAMING: JOINTS STAGGERED 16" O.C. ON OPPOSITE SIDES. HORIZONTAL BRACING REQUIRED AT MID-HEIGHT (LOAD-BEARING). 3. INSULATION: 3-1/2" ACOUSTICAL BATT GLASS FIBER INSULATION INSTALLED IN STUD SPACES ONE SIDE OF WALL. UNIT UNIT G1 MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP.1" AIR SPACEPER ES REPORT ESR-1336, SEPTEMBER 2015. 1. FLOORING TOPPING (OPTIONAL, EXCEPT AS NOTED FOR SOUND RATING): GYPSUM CONCRETE OR LIGHTWEIGHT CONCRETE TOPPING. 2. FLOOR SHEATHING: MINIMUM 23/32 INCH (18MM) THICK WOOD STRUCTURAL PANEL. A MODIFIED CONTACT CONSTRUCTION ADHESIVE MUST BE APPLIED TO THE TOP OF THE JOISTS PRIOR TO PLACING SHEATHING. THE SHEETS SHALL BE INSTALLED WITH THEIR LONG EDGE PERPENDICULAR TO THE JOISTS WITH END JOISTS CENTERED OVER THE TOP FLANGE OF JOISTS AND STAGGERED ONE JOIST SPACING WITH ADJACENT SHEETS. FLOORING MUST BE INSTALLED PER CODE REQUIREMENTS. 3. INSULATION (OPTIONAL): MAXIMUM 9 1/2" FIBERGLASS INSULATION. 4. STRUCTURAL MEMBERS: MINIMUM 9-1/2" DEEP JOISTS. MAXIMUM 24" O.C. SPACING. MINIMUM FLANGE DIMENSIONS OF 1-1/8 INCH (33MM) THICK BY 1-1/2 INCH (44MM) WIDE. 5. RESILIENT CHANNELS (OPTIONAL): MINIMUM 0.019 INCH (0.5MM) THICK GALVANIZED STEEL RESILIENT CHANNELS. ATTACHED PERPENDICULAR TO THE I-JOISTS USING 1-1/4" INCH (32MM) TYPE S DRYWALL SCREWS. CHANNELS ARE SPACED A MAXIMUM OF 16 INCHES (406MM), 24" (610MM) ON CENTER WHEN I-JOISTS ARE SPACED A MAXIMUM OF 16" O.C. 6. CEILING: (2) LAYERS OF 5/8 INCH (16 MM) TYPE X GYPSUM WALLBOARD BASE LAYER: INSTALL WITH LONG DIMENSION PERPENDICULAR TO JOIST LENGTH. ATTACHED TO THE BOTTOM FLANGE OF THE JOISTS USING 1-1/4" (32MM) TYPE W DRYWALL SCREWS AT 24" (305MM) ON CENTER. THE END JOINTS TO THE WALLBOARD MUST BE STAGGERED THE EQUIVALENT OF TWO JOIST SPACING WITH THOSE ADJACENT SHEETS. FACE LAYER: INSTALL WITH LONG DIMENSION PERPENDICULAR TO JOIST LENGTH. ATTACHED TO THE BOTTOM FLANGE OF THE JOISTS THROUGH THE FIRST LAYER USING 1-7/8" (48MM) TYPE W DRYWALL SCREWS SPACED AT 12" (305MM) ON CENTER. ON INTERMEDIATE JOISTS AND 6 INCHES (152MM) ON CENTER AT END JOISTS. THE LONGITUDINAL JOINTS OF THIS LAYER MUST BE OFFSET 24" (610MM) FROM THOSE OF THE BASE LAYER. THE END JOINTS MUST BE CENTERED ON THE BOTTOM FLANGE OF THE JOISTS AND OFFSET A MINIMUM OF ONE JOIST SPACING FROM THOSE OF THE BASE LAYER. ADDITIONALLY, FACE LAYER END JOINTS ARE ATTACHED TO THE BASE LAYER WITH 1-1/2" (38MM) TYPE G DRYWALL SCREWS AT 8" (203MM) ON CENTER PLACED 6" (152MM) EITHER SIDE OF THE JOINT. WITH RESILIENT CHANNELS: ATTACHED AS DESCRIBED ABOVE EXCEPT USE 1-3/8" (35MM) AND 1-3/4" (44MM) TYPE S SCREWS FOR THE BASE AND FACE LAYER, RESPECTIVELY. THE END JOINTS OF THE WALLBOARD MUST BE CENTERED ON A RESILIENT CHANNEL AND MUST BE STAGGERED THE EQUIVALENT OF TWO JOIST SPACINGS WITH THOSE OF ADJACENT SHEETS. FINISH: THE FACE LAYER JOINTS MUST BE COVERED WITH TAPE AND COATED WITH JOINT COMPOUND. SCREW HEADS MUST ALSO BE COVERED WITH JOINT COMPOUND. 1-HR. RATED FLOOR/CEILING ASSEMBLY (UNIT/UNIT) 1.0 UNIT FLOOR UNIT CEILING SOUND RATING (W/ RESILIENT CHANNELS) COMPONENTS STC IIC * BASE ASSEMBLY WITH 3 1/2" (89mm) INSULATION 55 46 1.1 UNIT FLOOR UNIT CEILING *NOTE: THE USE OF 1/4" ACOUSTI-MAT II + 1" THICK GYP-CRETE UNDERLAYMENT INCREASES IIC LEVELS UP TO 10 POINTS OVER WOOD FRAMING C1P1W1 A2G4G1 R-13 R-13 P1W1 A2G2G2 A1 1-HR. RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY) 2.0 • • • • PRESCRIPTIVE ASSEMBLY PER IBC SECTION 721.1(3) 4-1.1 & 721.1(3) 21-1.1 FINISHED FLOOR :3" CONCRETE w/ WATERPROOFING MEMBRANE SHEATHING :3/4" MARINE PLYWOOD SYSTEM FRAMING :WOOD JOISTS (SIZE & SPACING PER STRUCTURAL) CEILING FINISH :(1) LAYER DENSGLASS BREEZEWAY BREEZEWAY NOTE: ALL LUMBER IS TO BE PRESSURE TREATED 2.1 DECK DECK NON-RATED DECK/CEILING ASSEMBLY (DECK) • • • • FINISHED FLOOR :3" CONCRETE w/ WATERPROOFING MEMBRANE SHEATHING :3/4" T&G PLYWOOD w/ EXTERIOR GLUE FRAMING :WOOD JOISTS (SIZE & SPACING PER STRUCTURAL) CEILING FINISH :HARDI PANEL SOFFIT BOARD NOTE: ALL LUMBER IS TO BE PRESSURE TREATED C2 P2 W8G3 C2 P2 W8P4 1-HR. RATED WALL ASSEMBLY (INTERIOR BEARING WALL) 7.0 PER GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL, 20TH EDITION (2018) FILE NUMBER WP3614: 1. FINISH: (1)ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS @16" O.C. WITH 1-1/4" TYPE W DRYWALL SCREWS 12" O.C. 2. FRAMING: JOINTS STAGGERED 16" ON OPPOSITE SIDES. (LOAD-BEARING) W4G1 G1NOTE: SEE STRUCTURAL FRAMING PLANS FOR BEARING / SHEARWALL LOCATIONS 1.0 UNIT FLOOR UNIT CEILING 1.1 UNIT FLOOR UNIT CEILING 1-HR. RATED FLOOR/CEILING ASSEMBLY (UNIT/UNIT) SOUND RATING (W/ RESILIENT CHANNELS) COMPONENTS STC IIC * BASE ASSEMBLY WITH 3 1/2" (89mm) INSULATION 55 46 *NOTE: THE USE OF 1/4" ACOUSTI-MAT II + 1" THICK GYP-CRETE UNDERLAYMENT INCREASES IIC LEVELS UP TO 10 POINTS OVER WOOD FRAMING GA FILE NO. FC 5112 PROPRIETARY* WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUM FLOOR TOPPING, RESILIENT CHANNELS, GLASS OR MINERAL FIBER BATT OR LOOSE FILL INSULATION, GYPSUM WALLBOARD FIRE DESIGN 1. FLOOR TOPPING: MINIMUM 1/2" PROPRIETARY GYPSUM FLOOR TOPPING APPLIED OVER SUBFLOOR. 2. FLOOR SHEATHING: WOOD JOISTS SUPPORTING 15/32" WOOD STRUCTURAL PANEL SUBFLOOR APPLIED AT RIGHT ANGLES TO JOISTS WITH CONSTRUCTION ADHESIVE AND 6D RING SHANK NAILS 12" O.C. 3. INSULATION: GLASS OR MINERAL FIBER BATT INSULATION STAPLED TO SUBFLOOR OR OR LOOSE FILL INSULATION APPLIED DIRECTLY OVER GYPSUM BOARD. 4. STRUCTURAL MEMBERS: RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO NOMINAL 2 X 10 WOOD JOISTS SPACED A MAXIMUM OF 24" O.C. WITH 11/4" TYPE S DRYWALL SCREWS. 5. RESILIENT CHANNELS: GYPSUM BOARD END JOINTS LOCATED MIDWAY BETWEEN CONTINUOUS CHANNELS AND ATTACHED WITH SCREWS 8" TO ADDITIONAL PIECES OF CHANNEL 60" LONG LOCATED 3" BACK ON EITHER SIDE OF END JOINT. 6. CEILING: ONE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO RESILIENT FURRING CHANNELS 24" O.C. (16" O.C. WHEN BATT INSULATION IS USED; 12" O.C. WHEN LOOSE FILL INSULATION IS USED) WITH 1" TYPE S DRYWALL SCREWS 12" O.C. SOUND DESIGN: STC AND IIC RATED WITH BOTH JOISTS AND RESILIENT CHANNELS SPACED 16" O.C., 31/2" GLASS FIBER INSULATION IN JOIST SPACES, 1" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/4" PROPRIETARY SOUND REDUCTION MAT, AND WITH FINISH FLOORING OF C&P, SHEET VINYL, ENGINEERED WOOD LAMINATE, AND CERAMIC TILE. PROPRIETARY GYPSUM COMPONENTS UNITED STATES GYPSUM COMPANY - 5/8" SHEETROCK® BRAND FIRECODE® C CORE GYPSUM PANELS - LEVELROCK® BRAND FLOOR UNDERLAYMENT PROPRIETARY GYPSUM COMPONENTS UNITED STATE GYSUM COMPANY - 5/8" SHEETROCK® BRAND FIRECODE® C CORE GYPSUM PANELS - LEVELROCK® BRAND FLOOR UNDERLAYMENT C1P1 W1 A2G2 P1 W1G1 W1 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:15 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS G004 RATED ASSEMBLIESAGENCY REVIEW SET 08/16/2023 (4.0) RATED ASSEMBLY (5.0) RATED ASSEMBLY (6.0) RATED ASSEMBLY (1.0) RATED ASSEMBLY (OPTION) (2.0) RATED ASSEMBLY(7.0) RATED ASSEMBLY (1.0) RATED ASSEMBLY FC 5112 MATERIAL SCHEDULE ID.DESCRIPTION A11/4" ACOUSTIMAT A2RESILIENT CHANNELS C11" UNDERLAYMENT: MIN. 3/4" THK.; DENSITY, 100 LBS PCF (MIN.) C23" FULL STRENGTH CONC. TOPPING - SEE STRUCTURAL DWGS. G15/8" THK TYPE 'X' GYPSUM WALL BOARD G25/8" THK. GYPSUM WALLBOARD CEILING G3DENSGLASS SHEATHING G45/8" THK. GYPSUM BOARD W/ LEVEL 4 FINISH (SMOOTH TEXTURE / PAINTED) P1PLYWOOD SHEATHING IN ACCORDANCE W/ CODE P2EXTERIOR GRADE PLYWOOD SHEATHING P3APA RATED SHEATHING - PER STRUCTURAL P4HARDIPANEL SOFFIT R1CLASS 'A' COMPOSITION SHINGLES R2TAPERED RIGID INSULATION SYSTEM S0SIDING PER EXTERIOR ELEVATIONS S1SIDING PER EXTERIOR ELEVATIONS S9STONE VENEER V1WEATHER RESISTIVE BARRIER V2VAPOR RETARDER (1 PERM MAX.) V3RAINSCREEN FURRING STRIPS W12 X FLOOR JOISTS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W22 X ROOF JOISTS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W32 X ROOF RAFTERS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W42 X 4 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W62 X 6 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W82 X WOOD FLOOR JOISTS AT AT REQ. SPACING BY STRUCTURAL ENG. (4.0) WALL SCHEDULE TYPESZ./THK. CONC./STUD TYPEDESCRIPTIONGA File No.FIRE RATING STC RATING R-VALUE 4.02X6WOODRATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN.R-21 4.12X4WOODRATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN.R-21 4.22X4WOODEXTERIOR ROOF WELL PARAPETN/R - Grand total: 1282 (5.0) WALL SCHEDULE TYPESZ./THK. CONC./STUD TYPEDESCRIPTIONGA File No.FIRE RATING STC RATING R-VALUE 5.02X6WOODRATED FIRE BARRIER WALL ASSEMBLYWP 810560 MIN.50 - 54 R-21 5.12X6WOODDECK WING WALLWP 8105N/R 50 - 54 R-21 5.22X6WOODRATED FIRE BARRIER WALL ASSEMBLYWP 810560 MIN.50 - 54 R-21 Grand total: 471 (6.0) WALL SCHEDULE TYPESZ./THK. CONC./STUD TYPEDESCRIPTIONGA File No.FIRE RATING STC RATING R-VALUE 6.02X4WOODINTERIOR PARTY WALL ASSEMBLY60 MIN.R-15 Grand total: 107 #DESC.DATE 9.0 EXTERIOR UNIT PER 2018 INTERNATIONAL BUILDING CODE TABLE 721.1(3), ITEM NUMBER 21-1.1 1. WOOD JOIST, FLOOR TRUSSES OR FLAT OR PITCHED ROOF TRUSSES: SPACED A MAXIMUM 24" O.C. WITH 1/2" WOOD STRUCTURALPANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" LESS THAN REQUIRED BY CHAPTER 23. 2. BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. 3. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. RATED ROOF/CEILING ASSEMBLY (ROOF)W3P3R1 G1G1 9.1 9.3 EXTERIOR BREEZEWAY / STAIRS PER 2018 INTERNATIONAL BUILDING CODE TABLE 721.1(3), ITEM NUMBER 21-1.1 1. WOOD JOIST, FLOOR TRUSSES OR FLAT OR PITCHED ROOF TRUSSES: SPACED A MAXIMUM 24" O.C. WITH 1/2" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" LESS THAN REQUIRED BY CHAPTER 23. 2. BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. 3. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. RATED FLAT-ROOF ASSEMBLY W3 P3R2 G1G1 INSULATED 1-HOUR FIRE-RATED PREMANUFACTURED ACCESS DOOR BY BABCOCKDAVIS UL LISTED "B" LABEL OR APPROVED EQUAL 24"CLEARANCE30" MIN.R1 P3 W3 G3G2 9.4 EXTERIOR RECREATIONAL PER 2018 INTERNATIONAL BUILDING CODE TABLE 721.1(3), ITEM NUMBER 21-1.1 1. WOOD JOIST, FLOOR TRUSSES OR FLAT OR PITCHED ROOF TRUSSES: SPACED A MAXIMUM 24" O.C. WITH 1/2" WOOD STRUCTURALPANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" LESS THAN REQUIRED BY CHAPTER 23. 2. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIEDAT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. NON-RATED ROOF/CEILING ASSEMBLY (REC)W2P3R1 G2 (9.0) RATED ASSEMBLY (9.3) RATED BREEZEWAY FLAT-ROOF ASSEM. (11.0) ATTIC ACCESS J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:24 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS G005 RATED ASSEMBLIESAGENCY REVIEW SET 08/16/2023 MATERIAL SCHEDULE ID.DESCRIPTION A11/4" ACOUSTIMAT A2RESILIENT CHANNELS C11" UNDERLAYMENT: MIN. 3/4" THK.; DENSITY, 100 LBS PCF (MIN.) C23" FULL STRENGTH CONC. TOPPING - SEE STRUCTURAL DWGS. G15/8" THK TYPE 'X' GYPSUM WALL BOARD G25/8" THK. GYPSUM WALLBOARD CEILING G3DENSGLASS SHEATHING G45/8" THK. GYPSUM BOARD W/ LEVEL 4 FINISH (SMOOTH TEXTURE / PAINTED) P1PLYWOOD SHEATHING IN ACCORDANCE W/ CODE P2EXTERIOR GRADE PLYWOOD SHEATHING P3APA RATED SHEATHING - PER STRUCTURAL P4HARDIPANEL SOFFIT R1CLASS 'A' COMPOSITION SHINGLES R2TAPERED RIGID INSULATION SYSTEM S0SIDING PER EXTERIOR ELEVATIONS S1SIDING PER EXTERIOR ELEVATIONS S9STONE VENEER V1WEATHER RESISTIVE BARRIER V2VAPOR RETARDER (1 PERM MAX.) V3RAINSCREEN FURRING STRIPS W12 X FLOOR JOISTS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W22 X ROOF JOISTS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W32 X ROOF RAFTERS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W42 X 4 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W62 X 6 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER. W82 X WOOD FLOOR JOISTS AT AT REQ. SPACING BY STRUCTURAL ENG. (9.4) NON-RATED ASSEMBLY #DESC.DATE VAN ACCESSIBLE PASSENGER LOADING ZONE ONLY MIN. 8'-0" 8'-0" MIN. (VAN STALL) 5'-0" MIN. TYP. MIN. 8'-0"18'-0"WALKWAY7'-0"2'-0"2'-2"2'-0"2'-2"2'-0"2'-2"2'-0"2'-2"1'-4"EQEQEQEQ2'-0"1'-0"6'-0" 8'-0" MIN. AT VAN ACCESSIBLE 5'-0" MIN.6'-0" CAR OVERHANG SLOPE 1 :12 SLOPE 1 :12 CONCRETE WHEEL STOP CURB RAMP PAINTED WALKWAY TACTILE WARNING OPTIONAL - SEE DETAIL 3 GRID LINES 4" O.C. EACH WAY (GRID FOR LAYOUT ONLY - NOT TO BE PAINTED) 4" WIDE WHITE PAINTED STRIPE - TWO COATS BLUE PAINTED SOLID BACKGROUND - TWO COATS 3'-0"3'-0"9'-0"18'-0"1'-6"CAR OVERHANG INTEGRAL CURB SIDEWALK 44" MIN. 1:12 MAX. SLOPE 6'-0" LANDING 6'-10 7/8" AT TOP OF RAMP IN TRAVEL DIRECTION NOTE: THE CENTER OF RAMP SECTION CONCRETE SHALL HAVE A COURSE TEXTURED SURFACE ONTAINED BY A 3/4" 9-11 FLATTENED EXPANDED METAL MESH BEING PRESSED INTO THE STILL FRESH CONCRETE. THE LONG EXIS OF THE DIAMOND PATTERN SHALL BE PERPENEDICULAR TO THE CURB. THE TRIANGULAR WING SECTIONS SHALL HAVE A SLIGHTLY BRUSHED FINISH PARALLEL TO THE CURB. INSTALL W/ NEW PAVEMENT CURB MONOLITHIC W/ RAMP. NEW PAVEMENT SHALL BE BLOCKED OUT TO FULL DEPTH. RAMPS TO COMPLY W/ ICC/ANSI A117.1.2009 SECTION 406 SLOPE 1 :12 44" MIN. AT TOP OF RAMP IN TRAVEL DIRECTION DETECTABLE WARNING WHERE REQUIRED. SEE SITE PLAN FOR LOCATIONS. DETECTABLE WARNINGS PER ICC/ANSI 117.1 SECTION 705.5 - SEE SHEET A0.1 CROSSWALK 4" WHITE PAINTED STRIPE NOTE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. COMPLY W/ ICC/ANSI A117.1.2009 SECTION 403 44" MIN. AT TOP OF RAMP IN TRAVEL DIRECTIONRAMP WIDTH44" MIN.1:20 MAX. W/O RAILING 1:12 MAX. W/ RAILING2% MAX.CROSS-SLOPE6"WALKWAY 5'-0" OVERHANG 2'-0" CAR 1" WHITE LETTERS W/ STD. WORDING PER ACCESSIBILITY CODE REQ. "VAN ACCESSIBLE" SIGN BELOW INTERNATIONAL SYMBOL OF ACCESSIBILITY WHEN REQUIRED. 2" DIA. STEEL POST CENTERED ON HANDCAP STALL CONCRETE WALKWAY - REFER TO CIVIL DRAWINGS FOR DETAILS 5'-0"BLUE BACKGROUND W/ WHITE SYMBOL & LETTERING 4X4 RAILING POST - SEE DETAIL 16/A9.2 FOR CONNECTION P.T. 2X4 PICKETS AT 4" O.C.2'-0"2"5'-10"SIMPSON POST BASE EPB44 P.T. 2X4 RAILS 1'-10"7'-4" TOP OF CMU- 6" CONC. SLAB - 20 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH)PAVEMENT LEVEL 8" CMU BLOCK WALL CONC. SPREAD FOOTING PER STRUCTURAL 8x8x16 SPLIT FACE C.M.U. 3'-0"1'-0"12"CONCRETE CAP W/ BULLNOSE EDGE. PROVIDE DRIP EDGE UNDER LIP 1'-6" MIN.MIN.3"6"SET SLEEVE IN THICKEDED EDGE OF 4" CONCRETE SLAB STEEL FENCE POST PER GATE MANUFACTURER CONCRETE SLABSEE TRASH ENCLOSURE PLANS FOR LOCATION 4'-0" CONC. SLAB J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:27 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 LH G006 SITE DETAILSAGENCY REVIEW SET 08/16/2023 3/16" = 1'-0"12ACCESSIBLE STALL PLAN 1" = 1'-0"6 INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) OPTIONAL 3/16" = 1'-0"9STANDARD PARKING STALL 3/8" = 1'-0"11CURB RAMP 3/8" = 1'-0"8SLOPES & CROSS SLOPES 1/2" = 1'-0"3 ACCESSIBLE SIGNAGE 1/2" = 1'-0"5FENCE ELEVATION FROM INSIDE 1" = 1'-0"2 TRASH ENCLOSURE SECTION 1" = 1'-0"10GATE POST SECTION #DESC.DATE SD SD/CM EXIT FESD SD/CM REF.R SDSD/CMREF.R SD SD/CM REF.RSDSD/CMREF.R D D D D DIA. DIST. 84'-5 1/4" (1/3 = 28'-2" )EXITFESD SD SD/CM REF.RSDSDSD/CMREF.R SD SD SD/CM REF.RSDSDSD/CMREF.R D D D D DIA. DI S T. 97'-7 1/2" (1/3 = 32'-7" ) EXIT EXIT FESDSDSD/CMREF.RSDSDSD/CMREF.R SD SD SD/CM WSREF.R SD SD SD/CM WSREF.R SPDD DDDIA. DI S T. 97'-7 1/2" (1/3 = 32'-7" )60'-0" > 1/3 DIAG.DIST.EXIT SIGN AND EXIT PATH LIGHTING SMOKE DETECTOR CARBON-MONOXIDE DETECTOR ROOM SIGNAGE DIRECTION OF TRAVEL PATH OF EGRESS EXIT PLAN LEGEND EXIT FE FIRE EXTINGUISHER TD SP TRAVEL DISTANCE FIRE SPRINKLER WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 4.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 4.0 4.0 4.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 4.0 4.0 EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE 682 SF 3200 R-2 UNIT 1.12 682 SF 3200 R-2 UNIT 1.12 682 SF 3200 R-2 UNIT 1.12 682 SF 3200 R-2 UNIT 1.12TD=41'TD=41'TD=41'TD=41'4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.04.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE 961 SF 5200 R-2 UNIT 2.20 961 SF 5200 R-2 UNIT 2.20 961 SF 5200 R-2 UNIT 2.20 961 SF 5200 R-2 UNIT 2.20TD=48'TD=48'TD=48'TD=48'4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.04.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE EXIT ENCLOSURE 961 SF 5200 R-2 UNIT 2.20(B) 961 SF 5200 R-2 UNIT 2.20(A) 961 SF 5200 R-2 UNIT 2.20(B) 961 SF 5200 R-2 UNIT 2.20(A)TD=48'TD=48'TD=48'TD=48'J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:41 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS G105 FIRE EXIT & LIFE SAFETY PLANS - BUILDING 'D'AGENCY REVIEW SET 08/16/2023 FIRE EXIT NOTES 01.INSTALL EXIT SIGNS 40'-0" O.C. MINIMUM 02.EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 03.TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90-MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. 04.INSTALL EMERGENCY LIGHTING AT 50'-0" O.C. MINIMUM 05.FIRE EXTINGUISHERS ARE REQUIRED TO BE LOCATED SO THAT A TRAVEL DISTANCE OF NOT MORE THAN 75 FEET IS REQUIRED FROM ANY PORTION OF THE BUILDING TO A FIRE EXTINGUISHER. TRAVEL TANGENTS. THE WORDING IN THE CODE IS THE TRAVEL DISTANCE IS TO BE MEASURED ON THE NORMAL AND UNOBSTRUCTED PATH OF TRAVEL. 06.TACTILE SIGN STATING EXIT IN RAISED CHARACTERS AND BRAILLE AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR LEADING TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGE, AND THE EXIT DISCHARGE. 07.TACTILE CHARACTERS SHALL COMPLY WITH SECTION 703.3, AND SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 703.4. TACTILE SIGNS ARE TO BE MOUNTED SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORE THAN 60" ABOVE THE FLOOR SURFACE. 08.WHERE A TACTILE SIGN IS MOUNTED NEXT TO A DOOR, IT SHALL BE PLACED TO THE LATCH SIDE OF THE DOOR WHENEVER POSSIBLE. WHERE A TACTILE SIGN IS PROVIDED AT A DOUBLE DOOR WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT HAND DOOR. IF THERE IS NO WALL SPACE TO THE RIGHT, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. EXCEPTION: DOOR MOUNTED SIGNS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD OPEN DEVICES. 09.STAIRWAY IDENTIFICATION SIGNS. A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY CONNECTING MORE THAN THREE STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE INTERIOR EXIT STAIRWAY AND THE IDENTIFICATION OF THE STAIR. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE DIRECTION TO, THE EXIT DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FROM THE INTERIOR EXIT STAIRWAY FOR THE FIRE DEPARTMENT. THE SIGN SHALL BE LOCATED 5 FEET ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE. IN ADDITION TO THE STAIRWAY IDENTIFICATION SIGN, A FLOOR-LEVEL SIGN IN RAISED CHARACTERS AND BRAILLE COMPLYING WITH ICCA117.1 SHALL BE LOCATED AT EACH FLOOR-LEVEL LANDING. THE SIGN IS TO CONFORM TO THE IBC 10.ILLUMINATED EXIT SIGNS ARE REQUIRED AT ALL ENCLOSED EXIT DOORS THROUGHOUT THE APRTMENT COMPLEX, SERVING AN OCCUPANT LOAD OF MORE THAN TEN. EXIT SIGNS SHALL COMPLY WITH THE IBC 11.ALL OCCUPANCY SEPARATIONS WILL REQUIRE APPROVED FIRE/SMOKE DAMPERS. FIRE PROTECTION REQUIREMENTS 01.FIRE SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE NFPA 02.FIRE PROTECTION SHALL BE INSTALLED TO PROTECT BALCONIES. 03.THE FDC FOR EACH BUILDING IS TO BE MOUNTED ON THE BUILDING WITH A FIRE HYDRANT WITHIN 50'-0". 04.ALL FIRE HYDRANTS ARE TO BE LIVE (TURNED ON) PRIOR TO THE START OF COMBUSTABLE CONSTRUCTION. OCCUPANT LOADS - BUILDING 'D' LEVEL UNIT #CLASS.COUNT AREA AREA PER PERSON OCCUPANTS BUILDING D L1 UNIT 2.20(A)R-2 2 961 SF 200 9.61 SF L1 UNIT 2.20(B)R-2 2 961 SF 200 9.61 SF L2 UNIT 2.20 R-2 4 961 SF 200 19.22 SF L3 UNIT 1.12 R-2 4 682 SF 200 13.64 SF 12 12 52.07 SF OCCUPANTS: 12 12 52.07 SF 1/8" = 1'-0" FIRE & LIFE SAFETY PLAN - BUILDING 'D' - L3 1/8" = 1'-0" FIRE & LIFE SAFETY PLAN - BUILDING 'D' - L2 1/8" = 1'-0" FIRE & LIFE SAFETY PLAN - BUILDING 'D' - L1 #DESC.DATE GPJDGTVPT10x2010x2510x2510x2510x2010x2010x2010x2010x2010x20W WPPPP15'15'15'34'VARIESVARIES34'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'45'45'20'36'28'28'45'28'28' 45' 45'45'45'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28' 28'28'28'28'28'28'28'28'28'28'28' 28' 28' 28' 28' 28' 28' 28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'39'39'39 '45'45'45'45'39 'TTTVTVJJJBOBOGPGPPPSSDDDGGT7-12 MONMON #213MON #204TCHP 1252 TBMCL/PC TAHOMA BLVDCL/INT TAHOMA BLVD/ BERRY VALLEYCL/PT TAHOMA BLVDC 1 C2 C3 C5C6 C7 C8 C9C12CURVERADIUSARC LENGTHDELTA ANGLEC1715.00'580.34'46°30'19"C2715.00'284.52'22°47'58"C3600.00'370.58'35°23'17"C4600.00'572.25'54°38'44"C5200.00'188.98'54°08'15"C6670.00'141.91'12°08'08"C7670.00'266.61'22°47'58"C8645.00'359.35'31°55'17"C9239.00'225.83'54°08'15"C10161.00'152.13'54°08'15"C11645.00'347.08'30°49'52"C12645.00'66.98'5°56'58"LINE TABLELINEBEARINGDISTANCEL1N 46°07'38" E43.43'L2N 43°52'22" W39.32'L3N 89°49'01" E35.00'L4S 01°16'01" W33.44'L5S 01°22'43" W20.00'L6S 88°15'15" E29.15'L7S 01°44'45" W13.12'L8S 42°10'54" E26.68'L9N 03°19'40" W62.90'L10N 00°01'45" E62.16'TRACT ETRACT GTRACT CTRACT IWETLAND AND BUFFER TRACTTRACT KTRACT HTRACT FTRACT J(PARK)(STORM)(PARK)(PARK)(STORM)(PARK)(PARK)TRACT 7TAHOMA TERRAPHASE 1, DIVISION 1A.F. NO. 3830707TRACT AWETLAND BUFFER SIGNMETALPIPERECLAIMED WATERVALVERECLAIMED WATERHYDRANT98th WAY SEDAIN ST SE DOTSON ST SE 99th AVENUE SE99th WAY SEDAIN ST SE JUSTMAN ST SE100th AVENUE SELOCKWOOD LANE SETAHOMA BLVD SEJENSEN DRIVE SE98th WAY SE99th AVENUE SEJACKSON STREET100th AVENUE SEJACKSON STREETJACKSON ST99th AVE SEJENSEN DRIVE SE98th WAY SELOCKWOOD LANE SEJENSEN DRIVE SEJACKSON STREET SE DOTSON ST S ESTREET "A"STREET "A"STREET "F"STREET "A"STREET "G"STREET "H" STREET "C"STREET "A"STREET "B"STREET "C" STREET "E"STREET "D"STREET "A"STREET "A"BERRY VALLEY RD SETAHOMA BLVD SETAHOMA BLVD SEEMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEECVANVAN VAN VANVANVANVANVANVANVANVANVANVANLEGENDWETLAND BUFFER (PER CLIENT)WETLAND EDGE (PER CLIENT)R57'R50'R57'FOUND BRASS DISC IN CONCRETE WITHSTAMPED "T. SWIFT 38489"FOUND 5/8" REBAR AND PLASTIC CAPSTAMPED "MT2COAST"30' WIDE INGRESS, EGRESS AND UTILITIESEASEMENT FOR THE BENIFIT OF LOTS 1, 2,3, AND 4.PRE-EXISTING RIGHT OF WAY FOR BERRYVALLEY ROAD.2.233.203.20(B)2.233.203.20(B) GYM OFFIC E 2.233.203.20(A)2.233.203.20(B)2.233.203.20(B)2.233.203.20(A) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B)1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(A) 1.12 2.20 2.20(A) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 2.21 2.21 2.21(B) 2.21 2.21 2.21(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 2.21 2.21 2.21(B) 2.21 2.21 2.21(B) 1.12 2.202.20(B) 1.12 2.20 2.20(B)1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(A) 1.12 2.20 2.20(A) 1.12 2.20 2.20(B)1.12 2.20 2.20(B) 1.12 2.20 2.20(B)1.12 2.20 2.20(B) 1.12 2.20 2.20(B) VSSSVSSSSSSSSSSSSSSSVSSSSSSSSSSSSSSSSVSSSSSSVSSSSSSSSSSSS S S S V S S S S S V S S S S S S S S S V S S C S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSV VSSVSSCC2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% S LO P E 2% S LO P E 2% S LOPE 2% S LOPE STORAGESTORAGESTORAGE STORAGE COFFEE 2-STORY OFFICE STORAGE OFFICE STORAGESTORAGE STORAGE STORAGE STORAGE STORAGE STORAGE ABC GE F D H INSTANCE TITLE ONLY UNIT 3.20(A) BEDROOMS BATHROOMS UNIT VARIATION UNIT ACCESSIBILITY TYPE DIRECTION OF TRAVEL PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL SP FIRE SPRINKLER RISER J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:28:56 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 BM/LH A100 OVERALL SITE PLANAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 0'30'60'120'240' TRUE NORTH DETECTABLE WARNING AT CURBS 01.DETACTABLE WARNINGS SHALL BE 24" MIN. IN DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTHE OF THE CURB RAMP OR FLUSH SURFACE. 02.DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB LINE IS 6"-8" FROM THE CURB LINE. 03.DETECTABLE WARNING SURFACES SHALL BE STANDARD WITHIN A BUILDING, FACILITY, SITE, OR COMPLEX. 04.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. 05.DETACTABLE WARNING SURFACES SHALL HAVE TRUNCATED DOMES WITH: -BASE DIAMETER OF 0.9"MIN TO 1.4" MAS. AND TOP DIAMTER OF 50% MIN. TO 65% MAX. OF BASE DIAMETER. 05a.HEIGHT OF 0.2" 05b.CENTER-TO-CENTER SPACING OF 1.6" MIN. TO 2.4" MAX., AND A BASE-TO-BASE SPACING OF 0.65" MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES 05c.SQUARE GRID PATTERN ALIGNMENT 06.REFER TO CIVIL DWGS FOR LOCATIONS UNIT MATRIX UNIT MODEL BED COUNT UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 1.12(S)1 24 1.5 36 UNIT 2.20(A)2 4 1.5 6 UNIT 2.20(B)2 20 1.5 30 UNIT 2.20(S)2 24 1.5 36 UNIT 2.21(B)2 4 1.5 6 UNIT 2.21(S)2 8 1.5 12 UNIT 2.23(S)2 6 1.5 9 UNIT 3.20(A)3 2 2 4 UNIT 3.20(B)3 4 2 8 UNIT 3.20(S)3 6 2 12 102 159 UNIT % UNIT TYPES UNIT COUNT UNIT % 1BED/1BATH 24 24% 2BED/2BATH 66 65% 3BED/2BATH 12 12% TOTALS 102 100% SITE AREA & DATA PROPERTY ZONING AREA AREA (SF) APARTMENTS - SITE AREA 12.72 acres 553,888 SF # 12.72 acres 553,888 SFBUILDING MATRIX BUILDING UNIT COUNT BUILDING A 12 BUILDING B 12 BUILDING C 24 BUILDING D 12 BUILDING E 12 BUILDING F 12 BUILDING G 12 BUILDING H 6 TOTAL UNITS 102 1" = 60'-0" OVERALL SITE PLAN STRUCTURES ON SITE STRUCTURES FIRE SPRINKLEROCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTAPARTMENT BUILDING NFPA 13R R-2 VB 3-STORY 7 APARTMENT BUILDING (w/REC)NFPA 13R R-2 A-3 / B VB 3 STORY 1-STORY 1 TOTAL STRUCTURES ON SITE 8 PARKING STATISTICS DESCRIPTION TYPE STALLS PROVIDED PARKING % COMPACT (8'-0" x 19'-0")C 3 1.6% STANDARD (9'-0" x 19'-0")S 178 92.7% VAN ACCESSIBLE (9'-0" x 19'-0")V 9 4.7% VAN ACCESSIBLE (9'-0" x 21'-0")V 2 1.0% TOTAL STALLS 192 100.0% PARKING (BICYCLE) DESCRIPTION TYPE STALLS PROVIDED PARKING %#DESC.DATE GPJDGTVPT5x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x10 10x7.55x7.55x7.510x7.55x7.55x7.510x7.55x7.55x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.5 10x7.55x7.5 5x7.510x7.55x7.55x7.510x7.55x7.55x7.510x7.55x7.55x7.510x7.55x7.55x7.510x7.55x7.55x7.510x7.55x7.55x7.5 10x7.55x7.5 5x7.5 10x10 10x10 10x10 10x10 10x10 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x105x10 5x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x10 10x10 5x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x10 5x105x105x105x105x105x105x105x105x105x105x10 5x105x10 10x1510x1510x1510x1510x1510x10 10x10 10x10 10x10 10x10 10x5 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x105x55x55x55x55x55x55x55x55x55x55x5 5x10 10x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x105x10 10x7.510x15 10x15 10x15 10x15 10x15 10x15 10x15 10x1510x15 10x1510x15 10x1510x15 10x1510x15 10x1510x15 10x1510x1510x1510x1510x15 10x2010x2510x2510x2510x2010x2010x2010x2010x2010x2010x2010x2510x2510x2510x2010x2010x2010x2010x2010x2010x2510x1512x3012x3512x3512x3512x3512x3512x3512x3512x3512x3512x3012x3012x3012x3012x3012x3010x2510x2510x2510x2510x2510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10 10x1010x1010x1010x12.5 10x12.5 10x12.5 10x12.55x5 10x7.510x7.510x7.510x7.55x55x55x510x1510x1510x1510x1510x1510x1510x1510x12.510x12.510x12.510x12.510x12.510x12.5 10x1510x1510x1510x1510x15 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10 10x1010x1510x1510x1510x1510x1510x1510x1510x1510x1510x10 10x1010x1510x12.5 10x1010x1510x12.5 10x1010x10 5x55x55x510x20 10x20 10x15 10x1010x10 10x10 10x7.510x1510x12.5 10x1010x10 10x10 10x1010x1010x5 10x7.510x7.510x7.55x55x510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x15 10x15 10x1510x1510x1510x1510x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2012x4012x4012x4012x4010x10 10x1010x1010x105x510x7.5 10x7.55x55x55x510x7.5 12x4010x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x1010x1010x1010x1010x1010x10 5x55x55x55x510x15 10x2010x7.5 10x2010x7.5 10x2010x7.5 10x2010x7.5 7.5x57.5x57.5x57.5x55x510x2010x3010x3010x3010x2510x2510x2510x2510x2010x2010x2010x2010x3010x3010x2010x2010x20 10x20 10x30 10x30 10x30 10x25 10x25 10x25 10x2510x2010x2010x2010x2010x3010x3010x2010x2010x2010x2010x2010x3010x3010x2010x2010x2010x2010x2510x2510x2510x2510x3010x30 10x25 10x25 12x4010x2010x2010x2010x2010x1012x4012x4012x4012x4012x4012x4012x40W WPPPP15'15'15'34'VARIESVARIES34'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'45'45'20'36'28'28'45'28'28'45'45'45'45'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28' 28' 28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'39'39'3 9 '45'45'45'45'3 9 'TTTVTVJJJBOBOGPGPPPSSDDDGGT7-12 MONMON #213MON #204TCHP 1252 TBMCL/PC TAHOMA BLVDCL/INT TAHOMA BLVD/ BERRY VALLEYCL/PT TAHOMA BLVDC 1 C2 C3 C5C6 C7 C8 C9C12CURVERADIUSARC LENGTHDELTA ANGLEC1715.00'580.34'46°30'19"C2715.00'284.52'22°47'58"C3600.00'370.58'35°23'17"C4600.00'572.25'54°38'44"C5200.00'188.98'54°08'15"C6670.00'141.91'12°08'08"C7670.00'266.61'22°47'58"C8645.00'359.35'31°55'17"C9239.00'225.83'54°08'15"C10161.00'152.13'54°08'15"C11645.00'347.08'30°49'52"C12645.00'66.98'5°56'58"LINE TABLELINEBEARINGDISTANCEL1N 46°07'38" E43.43'L2N 43°52'22" W39.32'L3N 89°49'01" E35.00'L4S 01°16'01" W33.44'L5S 01°22'43" W20.00'L6S 88°15'15" E29.15'L7S 01°44'45" W13.12'L8S 42°10'54" E26.68'L9N 03°19'40" W62.90'L10N 00°01'45" E62.16'TRACT ETRACT GTRACT CTRACT IWETLAND AND BUFFER TRACTTRACT KTRACT HTRACT FTRACT J(PARK)(STORM)(PARK)(PARK)(STORM)(PARK)(PARK)TRACT 7TAHOMA TERRAPHASE 1, DIVISION 1A.F. NO. 3830707TRACT AWETLAND BUFFER SIGNMETALPIPERECLAIMED WATERVALVERECLAIMED WATERHYDRANT98th WAY SEDAIN ST SEDOTSON ST SE 99th AVENUE SE99th WAY SEDAIN ST SEJUSTMAN ST SE100th AVENUE SELOCKWOOD LANE SETAHOMA BLVD SEJENSEN DRIVE SE98th WAY SE99th AVENUE SEJACKSON STREET100th AVENUE SEJACKSON STREETJACKSON ST 99th AVE SEJENSEN DRIVE SE98th WAY SELOCKWOOD LANE SEJENSEN DRIVE SEJACKSON STREET SEDOTSON ST SESTREET "A"STREET "A"STREET "F"STREET "A"STREET "G"STREET "H"STREET "C"STREET "A"STREET "B"STREET "C"STREET "E"STREET "D"STREET "A"STREET "A"BERRY VALLEY RD SETAHOMA BLVD SETAHOMA BLVD SE D E F H GEMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEE CVANVAN VAN VANVANVANVANVANVANVANLEGENDWETLAND BUFFER (PER CLIENT)WETLAND EDGE (PER CLIENT)R57'R50'R57'FOUND BRASS DISC IN CONCRETE WITHSTAMPED "T. SWIFT 38489"FOUND 5/8" REBAR AND PLASTIC CAPSTAMPED "MT2COAST"30' WIDE INGRESS, EGRESS AND UTILITIESEASEMENT FOR THE BENIFIT OF LOTS 1, 2,3, AND 4.PRE-EXISTING RIGHT OF WAY FOR BERRYVALLEY ROAD.1.12 2.20 2.20(B) 1.12 2.20 2.20(A) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 2.21 2.21 2.21(B) 2.21 2.21 2.21(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 2.21 2.21 2.21(B) 2.21 2.21 2.21(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(A)1.12 2.20 2.20(A) 1.12 2.20 2.20(B) VSSSVSSSSSSSS S S S S S S S V S S S S S S S S S S S S V SSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSV VSSVSSCC2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPEINSTANCE TITLE ONLY UNIT 3.20(A) BEDROOMS BATHROOMS UNIT VARIATION UNIT ACCESSIBILITY TYPE DIRECTION OF TRAVEL PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL SP FIRE SPRINKLER RISER COFFEE 2-STORY OFFICE OFFICE 10'-11" 10'-0" 90'-0"18'-0"18'-0" 54'-0"18'-0"45'-0"9'-0" 54'-0"18'-0" 153'-0"18'-0"27'-0"18'-0"18'-0"18'-0"18'-0"18'-0"67'-4"36'-0" 1 9 ' - 0 " 3 0 ' - 0 " 1 9 ' - 0 "19'-0"10'-0" 11'-7" 10'-0" 10'-8" 11'-4"19'-0"7'-0"24'-0"16'-0"8' - 0 " 16'-0"8'-0"90'-0" 90'-0" 176'-1"60'-1"60'-1"60'-1"18'-0" 9'-0" 18 ' - 0 "40'-0"64'-0"10'-0"4 0 ' - 0 "24'-0"19'-0"24'-0"19'-0"19'-0"8'-4"8'-4"19'-0"24'-0"24'-0" 3 0 ' - 0 "A.P.L.A.P.L.A.P.L.A B C DMATCH LINE - SEE SHEET A100.2MATCH LINE - SEE SHEET A100.2J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:29:15 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 BM/LH A100.1 ENLARGED SITE PLANAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION TRUE NORTH DETECTABLE WARNING AT CURBS 01.DETACTABLE WARNINGS SHALL BE 24" MIN. IN DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTHE OF THE CURB RAMP OR FLUSH SURFACE. 02.DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB LINE IS 6"-8" FROM THE CURB LINE. 03.DETECTABLE WARNING SURFACES SHALL BE STANDARD WITHIN A BUILDING, FACILITY, SITE, OR COMPLEX. 04.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. 05.DETACTABLE WARNING SURFACES SHALL HAVE TRUNCATED DOMES WITH: -BASE DIAMETER OF 0.9"MIN TO 1.4" MAS. AND TOP DIAMTER OF 50% MIN. TO 65% MAX. OF BASE DIAMETER. 05a.HEIGHT OF 0.2" 05b.CENTER-TO-CENTER SPACING OF 1.6" MIN. TO 2.4" MAX., AND A BASE-TO-BASE SPACING OF 0.65" MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES 05c.SQUARE GRID PATTERN ALIGNMENT 06.REFER TO CIVIL DWGS FOR LOCATIONS UNIT MATRIX UNIT MODEL BED COUNT UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 1.12(S)1 24 1.5 36 UNIT 2.20(A)2 4 1.5 6 UNIT 2.20(B)2 20 1.5 30 UNIT 2.20(S)2 24 1.5 36 UNIT 2.21(B)2 4 1.5 6 UNIT 2.21(S)2 8 1.5 12 UNIT 2.23(S)2 6 1.5 9 UNIT 3.20(A)3 2 2 4 UNIT 3.20(B)3 4 2 8 UNIT 3.20(S)3 6 2 12 102 159 UNIT % UNIT TYPES UNIT COUNT UNIT % 1BED/1BATH 24 24% 2BED/2BATH 66 65% 3BED/2BATH 12 12% TOTALS 102 100% SITE AREA & DATA PROPERTY ZONING AREA AREA (SF) APARTMENTS - SITE AREA 12.72 acres 553,888 SF # 12.72 acres 553,888 SFBUILDING MATRIX BUILDING UNIT COUNT BUILDING A 12 BUILDING B 12 BUILDING C 24 BUILDING D 12 BUILDING E 12 BUILDING F 12 BUILDING G 12 BUILDING H 6 TOTAL UNITS 102 STRUCTURES ON SITE STRUCTURES FIRE SPRINKLEROCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTAPARTMENT BUILDING NFPA 13R R-2 VB 3-STORY 7 APARTMENT BUILDING (w/REC)NFPA 13R R-2 A-3 / B VB 3 STORY 1-STORY 1 TOTAL STRUCTURES ON SITE 8 PARKING STATISTICS DESCRIPTION TYPE STALLS PROVIDED PARKING % COMPACT (8'-0" x 19'-0")C 3 1.6% STANDARD (9'-0" x 19'-0")S 178 92.7% VAN ACCESSIBLE (9'-0" x 19'-0")V 9 4.7% VAN ACCESSIBLE (9'-0" x 21'-0")V 2 1.0% TOTAL STALLS 192 100.0% PARKING (BICYCLE) DESCRIPTION TYPE STALLS PROVIDED PARKING % 1" = 30'-0" ENLARGED SITE PLAN - SOUTH 0'15'30'60'120'#DESC.DATE GPJDGTVPT10x15 10x15 10x15 10x1510x1510x1510x155x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x10 10x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x15 10x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x10 10x15 10x7.510x1510x15 10x1510x15 10x15 10x15 10x510x510x510x510x7.55x7.55x1010x2010x2010x2010x2010x1010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x2010x1510x1510x1510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10 5x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x10 10x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.5 5x55x7.5 5x510x7.55x7.55x7.5 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x1010x10 5x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x10 10x1510x1510x1510x1510x5 10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x105x55x55x55x55x55x55x55x55x55x55x5 5x10 10x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.510x7.55x105x10 10x7.510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x1510x15 10x1510x15 10x1510x15 10x1510x15 10x1510x1010x2010x2510x2510x2510x2010x2010x2010x2010x2010x2010x2010x2510x2510x2510x2010x2010x2010x2010x2010x2010x2510x1512x3012x3512x3512x3512x3512x3512x3512x3512x3512x3512x3012x3012x3012x3012x3012x3010x2510x2510x2510x2510x2510x1010x1010x1010x1010x1010x1010x10 10x1010x12.510x12.510x12.5 5x510x7.510x7.510x7.55x55x510x1510x1510x1510x1510x1510x1010x10 5x55x510x2010x20 10x1510x10 10x10 10x7.510x1010x1010x10 10x7.510x7.510x7.55x55x510x1510x1510x1510x1510x1510x1510x1510x1510x1510x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 12x4012x4010x10 10x1010x1010x7.55x55x55x512x4010x10 10x7.510x10 10x7.510x10 10x7.510x10 10x7.510x1010x1010x105x5 5x55x57.5x57.5x57.5x57.5x55x510x2010x2010x2510x2510x2510x2510x3010x30 10x2510x25 10x2010x1012x4012x4012x40W WPPPP15'15'15'15'34'VARIESVARIES34'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'45'45'20'36'28'28'45'28'28'45'45'45'45'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28' 28' 28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'28'39'39'3 9 '45'45'45'45'3 9 'TTTVTVJJJBOBOGPGPPPSSDDDGGT7-12 MONMON #213MON #204TCHP 1252 TBMCL/PC TAHOMA BLVDCL/INT TAHOMA BLVD/ BERRY VALLEYCL/PT TAHOMA BLVDC 1 C2 C3 C5C6 C7 C8 C9C12CURVERADIUSARC LENGTHDELTA ANGLEC1715.00'580.34'46°30'19"C2715.00'284.52'22°47'58"C3600.00'370.58'35°23'17"C4600.00'572.25'54°38'44"C5200.00'188.98'54°08'15"C6670.00'141.91'12°08'08"C7670.00'266.61'22°47'58"C8645.00'359.35'31°55'17"C9239.00'225.83'54°08'15"C10161.00'152.13'54°08'15"C11645.00'347.08'30°49'52"C12645.00'66.98'5°56'58"LINE TABLELINEBEARINGDISTANCEL1N 46°07'38" E43.43'L2N 43°52'22" W39.32'L3N 89°49'01" E35.00'L4S 01°16'01" W33.44'L5S 01°22'43" W20.00'L6S 88°15'15" E29.15'L7S 01°44'45" W13.12'L8S 42°10'54" E26.68'L9N 03°19'40" W62.90'L10N 00°01'45" E62.16'TRACT ETRACT GTRACT CTRACT IWETLAND AND BUFFER TRACTTRACT KTRACT HTRACT FTRACT J(PARK)(STORM)(PARK)(PARK)(STORM)(PARK)(PARK)TRACT 7TAHOMA TERRAPHASE 1, DIVISION 1A.F. NO. 3830707TRACT AWETLAND BUFFER SIGNMETALPIPERECLAIMED WATERVALVERECLAIMED WATERHYDRANT98th WAY SEDAIN ST SEDOTSON ST SE99th AVENUE SE99th WAY SEDAIN ST SEJUSTMAN ST SE100th AVENUE SELOCKWOOD LANE SETAHOMA BLVD SEJENSEN DRIVE SE98th WAY SE99th AVENUE SEJACKSON STREET100th AVENUE SEJACKSON STREETJACKSON ST99th AVE SEJENSEN DRIVE SE98th WAY SELOCKWOOD LANE SEJENSEN DRIVE SEJACKSON STREET SEDOTSON ST SESTREET "A"STREET "A"STREET "F"STREET "A"STREET "G"STREET "H"STREET "C"STREET "A"STREET "B"STREET "C"STREET "E"STREET "D"STREET "A"STREET "A"BERRY VALLEY RD SETAHOMA BLVD SETAHOMA BLVD SELONGMIRE ST SEA BC 5x5 7.5x10 MAINT UNIT EMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEEEMPLOYEECVANVAN VAN VANVANVANVANVANVANVANLEGENDWETLAND BUFFER (PER CLIENT)WETLAND EDGE (PER CLIENT)R57'R50'R57'FOUND BRASS DISC IN CONCRETE WITHSTAMPED "T. SWIFT 38489"FOUND 5/8" REBAR AND PLASTIC CAPSTAMPED "MT2COAST"30' WIDE INGRESS, EGRESS AND UTILITIESEASEMENT FOR THE BENIFIT OF LOTS 1, 2,3, AND 4.PRE-EXISTING RIGHT OF WAY FOR BERRYVALLEY ROAD.2.233.203.20(B)2.233.203.20(B) GYM OFFIC E 2.233.203.20(A)2.233.203.20(B)2.233.203.20(B)2.233.203.20(A) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(A) 1.12 2.20 2.20(A) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) 1.12 2.20 2.20(B) SSSSSSSSSSVSSSS SS VSS SS SS SS SS SS SSS VSSSSS VSSS S S S S S S V S S C S S S SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% SLOPE2% S LOP E 2% S LO PE 2% S LO PE 2% S LOPE INSTANCE TITLE ONLY UNIT 3.20(A) BEDROOMS BATHROOMS UNIT VARIATION UNIT ACCESSIBILITY TYPE DIRECTION OF TRAVEL PATH OF TRAVEL ACCESSIBLE PATH OF TRAVEL SP FIRE SPRINKLER RISER STORAGESTORAGE 11'-4" 72'-0"18'-0" 18'-0" 135'-0" 18'-0" 18'-0" 16'-10"27'-0"18'-0"45'-0"8'-6"18'-0"18'-0"54'-0"5'-0"9'-0"27'-0"27'-0"90'-0"25'-0"144'-0"9'-0"162'-0"144'-0"25'-0"19'-0"19'-0"19'-0"24'-0"19'-0"19'-0"29'-0"19'-0"30'-0"10'-0"10'-0"10'-0"10'-0" 10'-0" 10'-0" 10'-2" 10'-0" 11'-7" 25'-0"19'-0"19'-0"8'-0"16'-0"16'-0"8'-0"90'-0" 90'-0" 90'-0"93'-0"91'-6"6 0 ' - 1 " 6 1 ' - 9 "60'-1"60'-1"60'-1"18'-0"40'-0"18'-0" 18 ' - 0 "5'-0"5'- 0 "18'-0"24'-0"19'-0"24'-0"19'-0"24'-0"19'-0"23'-11"19'-0"24'-0"19'-0"24'-0" 24'-0" 2 4 ' - 0 " 1 9 ' - 0 "A.P.L.A.P.L.A.P.L.A.P . L .A.P . L .A.P . L . G E F D HMATCH LINE - SEE SHEET A100.1MATCH LINE - SEE SHEET A100.1J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:29:33 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 BM/LH A100.2 ENLARGED SITE PLANAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 0'15'30'60'120' TRUE NORTH DETECTABLE WARNING AT CURBS 01.DETACTABLE WARNINGS SHALL BE 24" MIN. IN DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTHE OF THE CURB RAMP OR FLUSH SURFACE. 02.DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB LINE IS 6"-8" FROM THE CURB LINE. 03.DETECTABLE WARNING SURFACES SHALL BE STANDARD WITHIN A BUILDING, FACILITY, SITE, OR COMPLEX. 04.DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. 05.DETACTABLE WARNING SURFACES SHALL HAVE TRUNCATED DOMES WITH: -BASE DIAMETER OF 0.9"MIN TO 1.4" MAS. AND TOP DIAMTER OF 50% MIN. TO 65% MAX. OF BASE DIAMETER. 05a.HEIGHT OF 0.2" 05b.CENTER-TO-CENTER SPACING OF 1.6" MIN. TO 2.4" MAX., AND A BASE-TO-BASE SPACING OF 0.65" MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES 05c.SQUARE GRID PATTERN ALIGNMENT 06.REFER TO CIVIL DWGS FOR LOCATIONS UNIT MATRIX UNIT MODEL BED COUNT UNIT COUNT PARKING/DU STALLS REQUIRED UNIT 1.12(S)1 24 1.5 36 UNIT 2.20(A)2 4 1.5 6 UNIT 2.20(B)2 20 1.5 30 UNIT 2.20(S)2 24 1.5 36 UNIT 2.21(B)2 4 1.5 6 UNIT 2.21(S)2 8 1.5 12 UNIT 2.23(S)2 6 1.5 9 UNIT 3.20(A)3 2 2 4 UNIT 3.20(B)3 4 2 8 UNIT 3.20(S)3 6 2 12 102 159 UNIT % UNIT TYPES UNIT COUNT UNIT % 1BED/1BATH 24 24% 2BED/2BATH 66 65% 3BED/2BATH 12 12% TOTALS 102 100% SITE AREA & DATA PROPERTY ZONING AREA AREA (SF) APARTMENTS - SITE AREA 12.72 acres 553,888 SF # 12.72 acres 553,888 SFBUILDING MATRIX BUILDING UNIT COUNT BUILDING A 12 BUILDING B 12 BUILDING C 24 BUILDING D 12 BUILDING E 12 BUILDING F 12 BUILDING G 12 BUILDING H 6 TOTAL UNITS 102 STRUCTURES ON SITE STRUCTURES FIRE SPRINKLEROCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTAPARTMENT BUILDING NFPA 13R R-2 VB 3-STORY 7 APARTMENT BUILDING (w/REC)NFPA 13R R-2 A-3 / B VB 3 STORY 1-STORY 1 TOTAL STRUCTURES ON SITE 8 PARKING STATISTICS DESCRIPTION TYPE STALLS PROVIDED PARKING % COMPACT (8'-0" x 19'-0")C 3 1.6% STANDARD (9'-0" x 19'-0")S 178 92.7% VAN ACCESSIBLE (9'-0" x 19'-0")V 9 4.7% VAN ACCESSIBLE (9'-0" x 21'-0")V 2 1.0% TOTAL STALLS 192 100.0% PARKING (BICYCLE) DESCRIPTION TYPE STALLS PROVIDED PARKING % 1" = 30'-0" ENLARGED SITE PLAN - NORTH #DESC.DATE EXIT EXIT FESDSDSD/CMREF.R SDSDSD/CMREF.R SD SD SD/CM WSREF.R SD SD SD/CM WSREF.R SPDD DD EXITFESD SD SD/CM REF.RSDSDSD/CMREF.R SD SD SD/CM REF.R SDSDSD/CMREF.R D D D D d.1 d.1 d.3 d.3 d.4 d.4 d.5 d.5 d.6 d.6 d.8 d.8 d.2 d.2 d.7 d.7 d.Ad.A d.Bd.B d.Cd.C d.Dd.D d.Ed.E 4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A A A B 03 04 01 01 04 03 4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A A A B 03 04 01 01 04 03 90'-0" 12'-11"11'-7"16'-0"9'-0"16'-0"11'-7"12'-11"60'-1"5'-6"24'-6 1/2"24'-6 1/2"5'-6"1 A421 1 A421 1 A420 1 A420 UNIT 2.20(B)UNIT 2.20(B) UNIT 2.20(A)UNIT 2.20(A) 1 A301 TYP.1 A303 TYP.3 A301 TYP.4 A302 TYP. 1 A306 TYP. d.1 d.1 d.3 d.3 d.4 d.4 d.5 d.5 d.6 d.6 d.8 d.8 d.2 d.2 d.7 d.7 d.Ad.A d.Bd.B d.Cd.C d.Dd.D d.Ed.E 4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A A A 02 04 01 01 04 02 4.04.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.04.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A A A 02 04 01 01 04 02 1 A422 1 A422 1 A422 1 A422 UNIT 2.20(S)UNIT 2.20(S) UNIT 2.20(S)UNIT 2.20(S) WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:29:44 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS/CG A107 FLOOR PLANS - BUILDING 'D'AGENCY REVIEW SET 08/16/2023 1/8" = 1'-0" FLOOR PLAN - BUILDING 'D' - L1 1/8" = 1'-0" FLOOR PLAN - BUILDING 'D' - L2 FRAMING NOTES 01.FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AND ATTIC ACCESSES. 02.FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS, TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKING REQUIREMENTS). 03.CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS AT TUB/SHOWER TO ENSURE PROPER FIT. KEYNOTES #DESCRIPTION FLOOR AREA - BUILDING 'D' LEVEL AREA BUILDING D L1 5,140 SF L2 4,740 SF L3 3,560 SF UNIT TYPES - BUILDING 'D' LEVEL UNIT #UNIT TYPE NET LIVING SPACE COUNT BUILDING D L1 UNIT 2.20(A)2BDR / 2BA 961 SF 2 L1 UNIT 2.20(B)2BDR / 2BA 961 SF 2 L2 UNIT 2.20 2BDR / 2BA 961 SF 4 L3 UNIT 1.12 1BDR / 1BA 682 SF 4 TOTAL UNITS 12 #DESC.DATE EXITFE SD SD/CM REF.RSDSD/CMREF.R SD SD/CM REF.RSDSD/CMREF.R D D D D 26'-0" RIDGE VENTS 9'-0" RIDGE VENTS26'-0" RIDGE VENTS9'-0" RIDGE VENTS 6'-0" RIDGE VENTS d.1 d.1 d.3 d.3 d.4 d.4 d.5 d.5 d.6 d.6 d.8 d.8 d.2 d.2 d.7 d.7 d.Ad.A d.Bd.B d.Cd.C d.Dd.D d.Ed.E 4.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A 02 04 01 01 04 024.0 4.0 J J 4.0 4.0 4.0 4.1 5.0 5.0 5.0 4.1 4.0 A A 02 04 01 01 04 02 4.0 4.0 J J 1 A410 1 A410 1 A410 1 A410 UNIT 1.12(S)UNIT 1.12(S) UNIT 1.12(S)UNIT 1.12(S) 90'-0" 12'-11"11'-7"16'-0"9'-0"16'-0"11'-7"12'-11"60'-1"5'-6"24'-6 1/2"24'-6 1/2"5'-6"1 A301 TYP.1 A303 TYP.3 A301 TYP.4 A302 TYP. 1 A306 TYP. d.1 d.1 d.3 d.3 d.4 d.4 d.5 d.5 d.6 d.6 d.8 d.8 d.2 d.2 d.7 d.7 d.Ad.A d.Bd.B d.Cd.C d.Dd.D d.Ed.E 2" / 12"2" / 12"5" / 12"5" / 12"5" / 12"5" / 12"2" / 12"2" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"1/8" / 12"5" / 12"5" / 12"1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"1'-0"1'-6"1'-6"1'-6"1'-6"08 31 16.A2 07 72 33 23 81 26 22 14 26.13 23 81 26 07 31 14 06 46 30 07 31 14 06 46 30 A507 11 6 A501 6 A501 1638 ATTIC VENTILATION D-ZONE 2 1638 ATTIC VENTILATION D-ZONE 1543 ATTIC VENTILATION D-ZONE 3 588 ATTIC VENTILATION D-ZONE 5 588 ATTIC VENTILATION D-ZONE 4 07 72 26.A307 72 23.A2 07 72 23.A4 07 72 23.A4 07 72 23.A4 07 72 23.A2 07 72 23.A4 07 72 26.A3 07 72 26.A3 07 72 26.A3 WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 ROOF / CEILING LEGEND SLOPED CEILING CEILING SOFFIT ROOF CRICKET EAVE VENT SOFFIT VENT RIDGE VENT ROOF JACK VENT J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:29:53 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS/CG A108 FLOOR & ROOF PLANS - BUILDING 'D'AGENCY REVIEW SET 08/16/2023 1/8" = 1'-0" FLOOR PLAN - BUILDING 'D' - L3 ATTIC VENTILATION - BUILDING 'D' ZONE#ATTIC AREA FACTOR VENTING REQ. D-ZONE 1 1,637.76 SF D-ZONE 2 1,637.76 SF D-ZONE 3 542.91 SF D-ZONE 4 588.09 SF D-ZONE 5 588.09 SF (SUPPLY 50-60%) (EXHAUST 40-50%)4,994.6 SF 0 in² ATTIC VENTILATION CALCS. - BUILDING 'D' #TYPE LINEAR FT.METHOD PROVIDED AIR FLOW % D-ZONE 1 SUPPLY AIR 2 EAVE VENTS 23'-0"9.42 si / BAY 107.81 in²11% 4 SOFFIT VENTS 32'-0"14 si / FT 448.01 in²46% 55'-0"555.83 in²57% EXHAUST AIR 1 RIDGE VENTS 26'-0"13.5 si / FT 351.00 in²36% 2 ROOF JACKS 0"38 si / (1)76.00 in²8% 26'-0"427.00 in²43% 81'-0"982.83 in²100% D-ZONE 2 SUPPLY AIR 2 EAVE VENTS 23'-0"9.42 si / BAY 107.81 in²11% 4 SOFFIT VENTS 32'-0"14 si / FT 448.01 in²46% 55'-0"555.83 in²57% EXHAUST AIR 1 RIDGE VENTS 26'-0"13.5 si / FT 351.00 in²36% 2 ROOF JACKS 0"38 si / (1)76.00 in²8% 26'-0"427.00 in²43% 81'-0"982.83 in²100% D-ZONE 3 SUPPLY AIR 2 EAVE VENTS 20'-0"9.42 si / BAY 93.75 in²55% 20'-0"93.75 in²55% EXHAUST AIR 2 ROOF JACKS 0"38 si / (1)76.00 in²45% 0"76.00 in²45% 20'-0"169.75 in²100% D-ZONE 4 SUPPLY AIR 2 EAVE VENTS 20'-0"9.42 si / BAY 93.75 in²32% 2 ROOF JACKS 0"38 si / (1)76.00 in²26% 20'-0"169.75 in²58% EXHAUST AIR 1 RIDGE VENTS 9'-0"13.5 si / FT 121.50 in²42% 9'-0"121.50 in²42% 29'-0"291.25 in²100% D-ZONE 5 SUPPLY AIR 2 EAVE VENTS 20'-0"9.42 si / BAY 93.75 in²32% 2 ROOF JACKS 0"38 si / (1)76.00 in²26% 20'-0"169.75 in²58% EXHAUST AIR 1 RIDGE VENTS 9'-0"13.5 si / FT 121.50 in²42% 9'-0"121.50 in²42% 29'-0"291.25 in²100% 1/8" = 1'-0" ROOF PLAN - BUILDING 'D' - ROOF PLAN KEYNOTES #DESCRIPTION 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 72 23.A2 (2) 6'-0" SOFFIT VENTS 07 72 23.A4 ROOF VENT CAP 07 72 26.A3 12" RIDGE VENT 07 72 33 ROOF HATCHES 08 31 16.A2 22 14 26.13 ROOF DRAIN 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS #DESC.DATE L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" d.Ad.Bd.Cd.Dd.E MID-ROOF FINISH GRADE 5" 12" 5" 12" 5" 12" 5" 12" 07 46 27.A1 06 46 30 07 71 23.H1 07 71 23.J1 10 26 13.A2 07 46 46.A1 07 46 46 07 31 14 5" 12" 07 46 27.A1 06 46 30 07 71 23.J1 10 26 13.A2 07 46 46.A1 07 46 46 J JCC J J JCC 22BUILDING HEIGHT LIMIT: 40ft. (YMC 17.26.090)36'-8"STACK 2.20 w/1.12 L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" d.1 d.3 d.4 d.5 d.6 d.8d.2 d.7 MID-ROOF FINISH GRADE 07 31 14 06 46 30 07 71 23.H1 10 26 13.A2 07 71 23.J1 07 46 46 07 46 46 A A A A A 02 02 B 03 02 02 03 B A A A A A 07 31 14 06 46 30 10 26 13.A2 07 71 23.J1 07 46 46 07 46 46 STACK 2.20 w/1.12 STACK 2.20 w/1.12 L1 +0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" d.Ad.Bd.Cd.Dd.E MID-ROOF FINISH GRADE 5" 12" 07 46 27.A1 07 71 23.J1 07 46 46 07 46 46.A1 10 26 13.A2 5" 12" 5" 12" 5" 12" J JCC JCCJ J J 07 46 27.A1 06 46 30 07 71 23.J1 10 26 13.A2 07 46 46 07 46 46.A1 07 46 46 5" 12" STACK 2.20 w/1.12 L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2 +10'-3" d.1d.3d.4d.5d.6d.8 d.2d.7 MID-ROOF FINISH GRADE 07 31 14 06 46 30 07 71 23.H1 10 26 13.A2 07 71 23.J1 07 46 46.A1 05 59 00.A1 07 46 46 A A A A A 02 02 B 03 02 02 03 B A A A A A 07 31 14 06 46 30 10 26 13.A2 07 71 23.J1 07 46 46.A1 07 46 46 07 46 46 8" 12" STACK 2.20 w/1.12 STACK 2.20 w/1.12 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:30:07 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 CG A204 EXTERIOR ELEVATIONS - BUILDING 'D'AGENCY REVIEW SET 08/16/2023 GLAZING AREA MODEL AREA % BUILDING D - FRONT WALLS 1,390.72 SF 100.00% 1,390.72 SF 100.00% BUILDING D - LEFT GLAZING 57 SF 3.49% WALLS 1,574.72 SF 96.51% 1,631.72 SF 100.00% BUILDING D - REAR GLAZING 460 SF 24.01% WALLS 1,455.47 SF 75.99% 1,915.47 SF 100.00% BUILDING D - RIGHT GLAZING 57 SF 3.49% WALLS 1,574.72 SF 96.51% 1,631.72 SF 100.00% KEYNOTES #DESCRIPTION 05 59 00.A1 10" METAL WRAPPED BELLY BAND 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 46 27.A1 HARDIESHINGLE SIDING 07 46 46 CEMENTITIOUS BOARD SIDING 07 46 46.A1 CEMENTITIOUS BOARD SIDING - 3" EXPOSURE 07 71 23.H1 4" CONTINUOUS GUTTER 07 71 23.J1 DOWNSPOUT 10 26 13.A2 CEMENTITIOUS CORNER TRIM 1/8" = 1'-0" LEFT ELEVATION - BUILDING 'D' 1/8" = 1'-0" FRONT ELEVATION - BUILDING 'D' 1/8" = 1'-0" RIGHT ELEVATION - BUILDING 'D' 1/8" = 1'-0" REAR ELEVATION - BUILDING 'D'#DESC.DATE L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2 +10'-3"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"MID-LANDING 5'-10 1/4"9'-4 3/4"1'-10 3/4"7'-2 5/8"10'-3 1/4"10'-3"3 5/8"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"HEAD HEIGHT6'-8"A E 60'-1" 3 1/8" 5'-0"24'-9 3/4"24'-9"5'-0"3 1/8" 1'-0"16'-6"2 3/4"15'-3 3/4"15'-3 3/4"2 3/4"14'-6"5'-2 3/4"9 1/4" 2.0 2.0 26 56 00 05 52 13 06 13 00 05 52 13 06 13 00 26 56 0026 52 00.A1 26 52 00.A1 26 52 00.A1 6'-8"MAX.27"2% [No Slope]2% 23 81 26 07 72 33 06 46 30 07 46 27.A1 06 13 00 07 71 23.J1 07 46 46 STACK 2.20 w/1.12 5" 12" 5" 12"5" 12" 9R @ 6 3/4"/ 8T @ 11" 19R @ 6 1/2"/ 18T @ 11" 7'-2"7'-4"1'-10 3/4"27'-9" T.O.BEAM4'-10 3/4"10'-0 3/4" (T.O.BEAM)9.3 A504 5 A504 6 A504 8 A504 7 A505 11 A505 12 A505 8 A505 8 9'-3 1/2" (CLR.)A503 12 A312 1 L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" A310 3 A310 2TYP. 5" 12" 5" 12" 06 46 30 07 31 14 07 71 23.H1 07 71 23.J1 04 43 13 07 71 23.J1 06 46 30 06 46 30 07 71 23.J1 07 46 27.A1 06 46 30 9.0 1.0 1.0 4.0 4.0 4.0 6.0 6.0 6.0 4.0 4.0 4.0 6.0 6.0 6.0 9.0 1.0 1.0 A E 60'-1" 1'-2"28'-10 1/2"28'-10 1/2"1'-2" STACK 3.20 w/2.23 A500 3 A500 11 A500 11 A500 10 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:30:20 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A301 BUILDING SECTIONS - STAIRS & HEELAGENCY REVIEW SET 08/16/2023 RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/16" = 1'-0"A101 BUILDING SECTION - BLDG. 'A' / 'B' / 'C' / 'D' / 'E' / 'F' - STAIRS1 3/16" = 1'-0"A101 BUILDING SECTION - BLDG. 'A' / 'B' / 'C' / 'D' / 'E' / 'F' / 'G' - HEEL3 KEYNOTES #DESCRIPTION 04 43 13 STONE MASONRY VENEER 05 52 13 PIPE AND TUBE RAILINGS 06 13 00 HEAVY TIMBER CONSTRUCTION 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 46 27.A1 HARDIESHINGLE SIDING 07 46 46 CEMENTITIOUS BOARD SIDING 07 71 23.H1 4" CONTINUOUS GUTTER 07 71 23.J1 DOWNSPOUT 07 72 33 ROOF HATCHES 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS 26 52 00.A1 EMERGENCY LIGHTING UNIT 26 56 00 EXTERIOR LIGHTING #DESC.DATE L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" A310 4 A311 1 JJ 06 46 30 07 46 27.A1 07 71 23.J1 07 46 46 07 71 23.J1 07 31 14 06 46 30 07 71 23.J1 04 43 13 1'-0" 4.0 4.01.06.0 6.0 6.0 6.0 1.0 4.0 9.0 5" 12" 5" 12" 5" 12" AE 60'-1" 5'-6"24'-6 1/2"24'-6 1/2"5'-6" STACK 2.20 w/1.12 A500 12 A500 11 A500 10 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:30:32 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A302 BUILDING SECTIONS - 2-STORYAGENCY REVIEW SET 08/16/2023 RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/16" = 1'-0"A101 BUILDING SECTION - BLDG. 'A' / 'B' / 'C' / 'D' / 'E' / 'F' - 2-STORY4 KEYNOTES #DESCRIPTION 04 43 13 STONE MASONRY VENEER 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 46 27.A1 HARDIESHINGLE SIDING 07 46 46 CEMENTITIOUS BOARD SIDING 07 71 23.J1 DOWNSPOUT #DESC.DATE L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" A310 1 A310 2A E 60'-1" STACK 2.20 w/1.12 2 3/4" 5'-3 1/4"24'-6 1/2"24'-6 1/2"5'-3 1/4"2 3/4" 2.11.0 2.11.0 9.0 4.0 4.0 4.0 2.11.0 2.11.0 9.0 4.0 4.0 4.0 6.0 6.0 6.0 6.0 6.0 6.0 5" 12" 2" 12" 2" 12" 5" 12" 5" 12"06 46 30 06 13 00 05 50 00 05 50 00 A503 10 A502 10 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:30:42 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A303 BUILDING SECTIONS - DECK & VAULTEDAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 05 50 00 METAL FABRICATIONS 06 13 00 HEAVY TIMBER CONSTRUCTION 06 46 30 WOOD BARGE BOARD RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/16" = 1'-0"A101 BUILDING SECTION - BLDG. 'A' / 'B' / 'C' / 'D' / 'E' / 'F' - DECK/VAULTED CEILING1 #DESC.DATE L1+0" L3+20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" a.1a.3a.4a.5a.6 a.8a.2 a.7 A312 3TYP. A313 2TYP. STACK 2.20 w/1.12 STACK 2.20 w/1.12 4.0 4.0 9.0 1.0 1.0 4.0 1.0 5.0 5.0 5.0 9.0 4.0 4.0 9.0 1.0 1.0 4.0 1.0 5.0 5.0 5.0 9.0 FINISH GRADE J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:30:53 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A306 TRANSVERSE SECTIONS - BLDG. 'A' / 'B' / 'D' / 'E' / 'F'AGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/16" = 1'-0"A101 TRANSVERSE SECTION - BLDG. 'A' / 'B' / 'D' / 'E' / 'F'1 #DESC.DATE L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" 5" 12" 05 50 009'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOOR CLR. CEIILNG HEIGHT 9'-0"CLR. CEIILNG HEIGHT 9'-0 1/4"2" 12" 07 50 00.A1 06 46 30 06 17 53 06 13 00 05 50 00 07 46 46 2.11.0 4.0 4.0 4.0 2.1 3.0 5'-6" O.H. 1'-6" 9.0 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3"9'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOOR STUD LENGTH104 5/8"STUD LENGTH104 5/8"STUD LENGTH104 5/8"5" 12"CLR. CEILING HEIGHT9'-0"CLR. CEILING HEIGHT9'-0 1/4"CLR. CEILING HEIGHT9'-0 1/8"6.0 6.0 6.0 6.0 6.0 6.0 1.0 1.0 9.0 A500 6 A500 5 A500 5 A500 4 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3"STUD LENGTH104 5/8"8'-8 5/8"STUD LENGTH8'-8 5/8"9'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOOR 1'-0" 4.0 4.0 4.0 5" 12" 07 50 00.A1 06 46 30 07 46 27.A1 1.0 1.0 5" 12" O.H. 1'-6"5'-6" A500 3 A500 11 A500 11 A500 10 A505 7 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L2+10'-3"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR 5" 12" 4.0 4.0 9.0 1.0 CLR. CEILING HEIGHT9'-0"CLR. CEILING HEIGHT8'-11 5/8"O.H. 1'-6" A500 10 A500 11 A500 12 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:31:06 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A310 WALL SECTIONSAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 05 50 00 METAL FABRICATIONS 06 13 00 HEAVY TIMBER CONSTRUCTION 06 17 53 PRE-FABRICATED WOOD TRUSSES 06 46 30 WOOD BARGE BOARD 07 46 27.A1 HARDIESHINGLE SIDING 07 46 46 CEMENTITIOUS BOARD SIDING 07 50 00.A1 LOW SLOPE ROOFING RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/8" = 1'-0"A303 WALL SECTION1 3/8" = 1'-0"A301 WALL SECTION2 3/8" = 1'-0"A301 WALL SECTION3 3/8" = 1'-0"A302 WALL SECTION4 #DESC.DATE L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L2+10'-3"9'-2 5/8"1'-0 5/8"9'-1 1/8"STUD LENGTH104 5/8"STUD LENGTH104 5/8"5" 12" 6.0 6.0 6.0 6.0 1.0 9.0 CLR. CEILING HEIGHT9'-0"CLR. CEILING HEIGHT8'-11 5/8"A500 6 A500 4 A500 5 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" 5" 12"5" 12" 5" 12"9'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOORSTUD LENGTH104 5/8"STUD LENGTH104 5/8"STUD LENGTH104 5/8"13'-5"1'-6"CLR. CEILING HEIGHT9'-0"CLR. CEILING HEIGHT9'-0 1/4"07 50 00.A1 06 46 30 4'-4 5/8"4'-10"O.H. 1'-6"SUB-FLOOR TO BOT. OF BEAM9'-2 5/8"4.0 4.0 9.0 4.0 9.0 1.0 A500 12 A500 11 A500 10 A500 12 L1+0" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" T.O.P.L1 -REC+10'-1 1/4" 5.0 2.0 5.2 2.0 5.2 05 52 13 07 31 14 STUD LENGTH116 5/8"48"3"STUD LENGTH104 5/8"STUD LENGTH104 5/8"10'-0 1/2"1'-0 5/8"9'-3 1/4"10'-1 1/8"J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:31:16 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A311 WALL SECTIONSAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 05 52 13 PIPE AND TUBE RAILINGS 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 50 00.A1 LOW SLOPE ROOFING RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/8" = 1'-0"A302 WALL SECTION1 3/8" = 1'-0"A304 WALL SECTION2 3/8" = 1'-0"A308 WALL SECTION3 #DESC.DATE L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" T.O.P.L1 -REC+10'-1 1/4"4'-0"9'-1 3/8"1"4"3'-3 7/8"6'-11 3/8"3/4"9'-10 1/4"5" 12"2'-1"1'-11"14'-6 1/2"1'-0"11 1/4"6'-0 1/8"STUD LENGTH8'-8 5/8"2.0 5.0 5.2 9.3 22 14 26.13 22 14 16 05 52 13 9.4 07 21 00.B1 FINISH GRADE 06 13 00 MECH.ELEC / NETWORK 26 A503 5 A505 8 A504 2 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3"9'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOOR STUD LENGTH104 5/8"STUD LENGTH104 5/8"STUD LENGTH8'-8 5/8"CLR. CEILING HEIGHT9'-0"CLR. CEILING HEIGHT9'-0 1/4"CLR. CEILING HEIGHT9'-0 1/8"07 31 14 06 46 30 23 81 26 05 52 13 1.0 1.0 5.0 5.0 5.0 2.0 2.0 9.0 9.3 06 17 53 06 17 53 A501 2 A502 2 A502 2 A502 4 L1+0" T.O.P.L1+9'-1 1/4"4'-10 3/4"10'-0 3/4" (T.O.BEAM)9'-3 1/2"4'-10 3/4"9'-1 1/4" (B.O.BEAM)3"3'-6"07 31 14 04 43 13 06 46 00 10 26 13.A2 06 13 00 06 46 30 A504 7 A504 8 3/8" = 1'-0"A304 WALL SECTION2 3/8" = 1'-0"A306 WALL SECTION3 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:31:26 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A312 WALL SECTIONSAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 04 43 13 STONE MASONRY VENEER 05 52 13 PIPE AND TUBE RAILINGS 06 13 00 HEAVY TIMBER CONSTRUCTION 06 17 53 PRE-FABRICATED WOOD TRUSSES 06 46 00 WOOD TRIM 06 46 30 WOOD BARGE BOARD 07 21 00.B1 RIGID INSULATION 07 31 14 CLASS 'A' COMPOSITION SHINGLES 10 26 13.A2 CEMENTITIOUS CORNER TRIM 22 14 16 RAINWATER LEADERS 22 14 26.13 ROOF DRAIN 23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) 3/8" = 1'-0"A301 WALL SECTION1 #DESC.DATE L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3"9'-2 5/8"1'-0 5/8"9'-1 1/8"STUD LENGTH8'-8 5/8"STUD LENGTH8'-8 5/8"4.0 1.0 9.0 9.0 9.0 4.0 4.0 1.0 2'-0"10'-11" 06 46 30 06 46 30 A501 2 A501 2 A501 3 A500 10 06 13 00 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" 4.0 4.0 4.0 9.0 9.0 9'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"1.0 1.0 T.O.SUBFLOOR T.O.SUBFLOOR STUD LENGTH104 5/8"STUD LENGTH104 5/8"STUD LENGTH104 5/8"CLR. CEILING HEIGHT9'-0 1/8"CLR. CEILING HEIGHT9'-0 1/4"CLR. CEILING HEIGHT9'-0"A501 2 A501 3 A501 3 A500 10 L1+0" T.O.P.L1+9'-1 1/4" T.O.P.L2+19'-4 1/2" L3 +20'-6 1/4" T.O.P.L3+29'-7 3/4" L2+10'-3" 6.0 6.0 1.0 6.0 6.0 1.0 6.0 6.09'-2 5/8"1'-0 5/8"9'-2 5/8"1'-0 5/8"9'-1 1/8"T.O.SUBFLOOR T.O.SUBFLOOR STUD LENGTH104 5/8"STUD LENGTH104 5/8"STUD LENGTH104 5/8"CLR. CEILING HEIGHT8'-11 3/8"CLR. CEILING HEIGHT9'-0 1/4"CLR. CEILING HEIGHT9'-0"21 00 00 9.0 MID-ROOF FINISH GRADE 3/8" = 1'-0"A307 WALL SECTION1 3/8" = 1'-0"A306 WALL SECTION2 3/8" = 1'-0"A307 WALL SECTION3 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:31:37 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A313 WALL SECTIONSAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 06 13 00 HEAVY TIMBER CONSTRUCTION 06 46 30 WOOD BARGE BOARD 21 00 00 DRAFTSTOPPING RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005)#DESC.DATE EXITFERSKDWRSKDWRSKDWRSKDWUP DWR SKEXIT EXIT FEDWR SKRSKDWRSKDW UP EXITFERSKDWRSKDWRSKDWRSKDWDN g.4 g.4 g.5 g.5 g.Ag.A g.Dg.D g.Eg.E 1 A308 g.Cg.C 8" / 12"8" / 12"9R @ 6 3/4"/ 8T @ 11"g.Bg.B OPEN TO BELOW5'-6"24'-6 1/2"24'-6 1/2"5'-6"60'-1"8'-11"15'-7 1/2"9'-1 1/2"6'-5"7'-4"7'-2"7'-2"7'-4"6'-5"9'-1 1/2"15'-7 1/2"8'-11"7'-2"1'-0"11 1/2"5.0 4.1 5.0 5.0 5.0 5.0 4.1 5.0 4.1 5.0 5.0 5.0 5.0 4.1 A507 5 07 31 14 07 71 23.H1 06 46 30 8" / 12"8" / 12" 08 31 16.A1 9'-0" 5 A505 12 A505 0101 0101 5 A505 11 A505 9 A505 WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 2 A505 g.4 g.4 g.5 g.5 g.A g.A g.D g.D g.E g.E 1 A308 g.C g.C 2" 5 1/2" 3'-0" 5 1/2" 4'-11" g.B g.B6'-0"5'-6"24'-6 1/2"24'-6 1/2"5'-6"9'-0"6'-0"5'-6"24'-6 1/2"24'-6 1/2"5'-6"6'-0"60'-1"13'-6"7'-5"9'-1 1/2"9'-1 1/2"7'-5"13'-6"6'-0"1/4" / 12"1/4" / 12"[No Slope] [No Slope] [No Slope] [No Slope]4'-0"16'-6"6'-5"1'-0"1'-0"5.0 5.0 5.0 5.0 5.0 4.1 4.1 4.1 01 04 01 04 01 01 5.0 5.0 5.0 13'-1 1/2" 21 13 00 10 A505 g.4 g.4 g.5 g.5 g.Ag.A g.Dg.D g.Eg.E 1 A308 g.Cg.C 9R @ 6 3/4"/ 8T @ 11"9R @ 6 3/4"/ 8T @ 11"g.Bg.B5'-6"24'-6 1/2"24'-6 1/2"5'-6"60'-1"9'-1 1/2"6'-5"7'-4"7'-2"7'-2"7'-4"6'-5"9'-1 1/2"7'-2"01 01 01 04 01 04 OPEN TO BELOW A507 5 5.0 4.1 5.0 5.0 5.0 5.0 4.1 5.0 4.1 5.0 5.0 5.0 5.0 4.1 9'-0" 5 A505 12 A505 5 A505 5 A505 11 A505 9 A505 J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:31:50 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A400 STAIRWAY / BREEZEWAY PLANSAGENCY REVIEW SET 08/16/2023 KEYNOTES #DESCRIPTION 06 46 30 WOOD BARGE BOARD 07 31 14 CLASS 'A' COMPOSITION SHINGLES 07 71 23.H1 4" CONTINUOUS GUTTER 08 31 16.A1 ATTIC ACCESS PANEL - RATED, IN ACCORDANCE w/ THE CODE 21 13 00 FIRE-SUPPRESSION SPRINKLER SYSTEMS 1/4" = 1'-0"A101 BREEZEWAY - L22 RATED FLOOR SCHEDULE #DESCRIPTION RATING 1.0 RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)60 MIN. 2.0 RATED FLOOR/CEILING ASSEMBLY (BREEZEWAY)60 MIN. 2.1 DECK/CEILING ASSEMBLY (DECK)N/R RATED ROOF SCHEDULE 9.0 RATED ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)60 MIN. 9.4 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)N/R RATED WALL SCHEDULE 3.0 FOUNDATION WALLS W R-10ci +3 HR 3.1 FOUNDATION WALLS W R-10ci +3 HR 4.0 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.1 RATED EXTERIOR WALL ASSEMBLY (FIRE SIDE INTERIOR)60 MIN. 4.2 EXTERIOR ROOF WELL PARAPET N/R 5.0 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 5.1 DECK WING WALL N/R 5.2 RATED FIRE BARRIER WALL ASSEMBLY 60 MIN. 6.0 INTERIOR PARTY WALL ASSEMBLY 60 MIN. 7.0 RATED BEARING WALL ASSEMBLY 60 MIN. 7.1 INTERIOR WALL ASSEMBLY N/R 7.2 FURRED WALL ASSEMBLY N/R 7.3 RATED BEARING WALL ASSEMBLY 60 MIN. 7.4 PLUMBING WALL ASSEMBLY N/R 7.5 FURRED WALL ASSEMBLY N/R RATED ASSEMBLIES (SHEET G-005) STAIR CODE NOTES 01.1009.15 - STAIRS TO HAVE HANDRAILS ON EACH SIDE 02.1009.4 - MIN. WIDTH OF STAIRS: 44" (3'-8") 03.1009.5 - MIN. HEADROOM = 80" (6'-8") 04.1009.7.2 - MAX. HEIGHT OF RISER = 7 3/4", MIN. DEPTH OF TREAD = 11" (TOLERANCE BETWEEN HEIGHT AND WIDTH IS MAX. 0.375") (GROUP R-2 OCCUPANCY) 05.1009.8 - LANDING DEPTH SAME AS STAIR WIDTH 1/4" = 1'-0"A101 BREEZEWAY - L11 1/4" = 1'-0"A102 BREEZEWAY - L33 #DESC.DATE W/H SD SD/CM S&P (H72") SHELF (H72") S&P (H72")PANTRYREF.R SKDWWALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 01 04 02 J 5 6 3 78 11'-7"12'-0"4'-0"2'-0" 5'-9"5'-10"6'-0"6'-0"2'-3"13'-2"5'-6"9'-1"20'-11"9'-11"2'-5"17'-3" 29'-7"28'-6"1'-6"2'-3"13'-2"5'-6"30'-0"9'-5"6'-2"3'-5"9'-6"A BEDROOM #1 LIVING ROOM KITCHEN BATH#1 HALL ENTRY STO. 06 10 05 11 14 08 30'-0"36"36"2'-3"3'-3"6'-0"3'-8 1/2"3'-3"2'-7 1/2"2'-4"6'-7"4'-0"1'-6"4'-4"7'-1"16'-2" 6'-4"6'-0"15'-3" 2 4 22 33 00.A1 28 31 46 26 30 00.B2 28 31 49 23 82 36 00 00 045'-1"6.0 5.0 5.0 4.0 4.0 4.0 7.4 4.0 DECK 5.0 UNIT 1.12(S) 2'-6"9"2'-6"1'-7"1'-6 1/4"2'-10"4"3'-0"8'-10 1/4" CLR, VERIFY 10 28 00.A19 22 40 00.A2 10 28 00.A2 22 40 00.E2 30" MIN 36 1/4" 8'-10 1/4" CLR, VERIFY 4'-11 3/4"3'-10 1/2" 10 28 19 5'-7 1/4" CLR, VERIFY 00 00 08 00 00 07 2'-2 1/4"3'-0"2'-6"2'-6"2'-6"4'-0"2'-6"1'-6"3'-0"5'-2 1/4"2'-6"2'-6"2'-6"2'-0"2'-0" 16'-8 1/4"SOFFIT1'-0"6'-0"11 30 13.A4 11 30 13.A1 11 30 13.A8 12 32 13.A11'-0"3'-0"8'-0 3/4" 8'-0 3/4" 1'-0"2'-0"3'-0"2'-0"FILLER 2'-0"1'-0"3'-0"2'-0"FILLERSOFFIT2'-6"1'-6"3'-0"22 40 00.A16 12 32 13.A11'-6"2'-6"11 30 13.A3 2'-0"2'-0"3'-2"2'-0"3'-0"12 32 13.A1 3'-0"1'-6"2'-6"SOFFIT1'-0"2'-0"3'-2"2'-0" J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:32:09 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 LH A410 ENLARGED UNIT PLAN - 1.12(S)AGENCY REVIEW SET 08/16/2023 TYPICAL UNIT NOTES 01.INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX. 02.TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHER APPROVED HANDICAP-ACCESSIBLE CONFIGURATION 03.ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION 04.SEE MEP SHEETS FOR LOCATIONS OF SMOKE AND CO DETECTORS. 05.SEE SHEET A0.2 FOR ACCESSIBILITY REQUIREMENTS. 06.MAXIMUM HEIGHT FOR SWITCHES AND OUTLETS TO BE 48" A.F.F., 44" AT COUNTERS - TYPICAL 07.PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS 08.PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATING UNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 09.STAINLESS STEEL APPLIANCES: RANGE HOOD REFRIGERATOR MICROWAVE RANGE DISHWASHER INTERIOR ELEVATION NOTES 01.PROVIDE FINISHED END PANELS AND SPACERS AT ALL CABINETS AS REQUIRED. 02.PROVIDE (1)ONE TOWEL BAR, (1)ONE CURTIAN ROD AND (2)TWO ROBE HOOKS AT EACH BATHROOM 03.PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS 04.COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH. 05.MDF TRIM THROUGHOUT ALL BASE AND CASE VENTING REQUIREMENTS REQUIREMENTS PER IMC. BEDROOMS:WINDOW AIR INLETS AS REQUIRED LIVING ROOMS:WINDOW AIR INLETS AS REQUIRED LAUNDRY ROOM:WHOLE HOUSE FAN, CONTINUOUSLY OPERATING MIN. 30 CFM - 1 BEDROOM UNIT MIN. 45 CFM - 2 OR 3 BEDROOM UNITS INTERMITTENT OPERATION ALLOWED PER SECTION 403.8 AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINE REQUIRED FLOW RATES AND AIR INLET SPECS) KITCHEN:VENT FAN W/ MIN. RATE OF 100 CFM (INTERMITTENT OPERATION) BATHROOM:VENT FAN W/ MIN. RATE OF 50 CFM (INTERMITTENT OPERATION) 1/4" = 1'-0"1UNIT 1.12(S) (TOP FLOOR ONLY) #FLOOR FINISH 01.CONCRETE - TROWEL FINISH 02.SEALED CONCRETE - SMOOTH FINISH 03.SHEET VINYL 04.VINYL COMPOSITION TILES 05.CERAMIC TILE 06.SLATE TILES 07.HARDWOOD 08.CARPET - RESIDENTIAL GRADE 09.CARPET - COMMERCIAL GRADE 10.QUARRY TILES 11.LAMINATE HARDWOOD #WALL FINISH 11.CONCRETE 12.W.R. G.W.B. - SEMI-GLOSS ENAMEL 13.W.R. G.W.B. - SEMI-GLOSS ENAMEL 14.G.W.B. - FLAT LATEX 15.G.W.B. - FIRETAPED 16.VINYL WALL COVERING #CEILING FINISH 21.- 22.W.R. G.W.B. - SEMI-GLOSS ENAMEL 23.G.W.B. - SEMI - GLOSS ENAMEL 24.G.W.B. - FLAT LATEX 25.G.W.B. - FIRETAPED 26.- #BASE 31.2 1/2" VINYL 32.NONE 33.WOOD (PREFINISHED) 34.WAINSCOT ON W.R. G.W.B. 35.WOOD - SAND; STAIN OR LACQUER TO MATCH CASING 36.CERAMIC TILE NET UNIT AREA - 1.12 UNIT NAME AREA UNIT 1.12 LIVING SPACE 682 SF 682 SF 1/4" = 1'-0"31.12(S) BATH D 1/4" = 1'-0"21.12(S) BATH B 1/4" = 1'-0"41.12(S) LAUNDRY 1/4" = 1'-0"51.12(S) KITCHEN A 1/4" = 1'-0"61.12(S) KITCHEN B 1/4" = 1'-0"71.12(S) KITCHEN C 1/4" = 1'-0"81.12(S) KITCHEN D KEYNOTES #DESCRIPTION 00 00 04 PROVIDE HOOK ON WALL IN STORAGE ROOM FOR BICYCLE STORAGE 00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 10 28 00.A2 TOILET TISSUE DISPENSER 10 28 00.A19 MIRROR 10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE 11 30 13.A1 RANGE 11 30 13.A3 DISHWASHER 11 30 13.A4 REFRIGERATOR 11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN 12 32 13.A1 MANUFACTURED REAL-WOOD FACED CASEWORK 22 33 00.A1 WATER HEATER 22 40 00.A2 LAVATORY/FAUCET 22 40 00.A16 RESIDENTIAL SINK/FAUCET 22 40 00.E2 WATER CLOSET 23 82 36 FINNED-TUBE RADIATION HEATERS 26 30 00.B2 ELECTRICAL PANEL 28 31 46 SMOKE ALARM SENSORS 28 31 49 CARBON-MONOXIDE DETECTION SENSORS ROOM FINISH SCHEDULE ROOM NAMEFLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKS BATH#111 12 22 33 BATH#211 12 22 33 BEDROOM #111 14 24 33 BEDROOM #211 14 24 33 CLO.11 14 24 33 DECK02 --33 ENTRY02 14 24 33 FIRE RISER02 14 24 32 HALL11 14 24 33 KITCHEN11 14 24 33 LDRY11 12 22 33 LIVING ROOM11 14 24 33 M.BEDROOM11 14 24 33 PATIO02 --33 STO.02 14 24 32 W.I.C.11 14 24 33 #DESC.DATE W/H SD SD SD/CM S&P (H72") S&P (H72") SHELF (H72")LINENS&P (H72") WS REF.DWR SK14 05 0507 06 06 11 10 7 8910 6 2 345 28 31 49 22 33 00.A1 ENTRY BATH#1 W.I.C. HALL CLO. LDRY CLO. BATH#2 LIVING ROOM BEDROOM #1 BEDROOM #2 PATIO STO. KITCHEN 4'-8"6'-7" MIN. 40"4'-8"MIN.40"26 30 00.B2 00 00 12 23 82 36 3" 01 04 J A A C 0312'-3"12'-3"4'-0"1'-6"9'-1"20'-11"2'-3"13'-2"5'-6"2'-0"10'-11"11'-7"12'-0"4'-0"2'-0"2'-3"3'-3"5'-6"5'-5"5'-9"5'-10"12'-0" 42'-6" 2'-4"10'-9"11'-3"18'-2"7'-4"1'-8"3'-3"6'-9"5'-6"30'-0"30'-0"7'-11"5'-2"5'-7 1/2"5'-7 1/2"54"5'-1"4.0 6.0 5.0 5.0 5.0 4.1 4.0 4.0 4.0 4.0 4.0 4.0 6.022 40 00.E2 UNIT 2.20(A) WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 48"48"30"48"54"60"60"60"60" ENTRY DOOR - PUSH SIDE ENTRY DOOR - PULL SIDE CLEAR SPACE AT APPLIANCES/LAVS CLEAR SPACE AT TURN-AROUNDS CLEAR SPACE UNDER SINKS WATER CLOSET "TYPE B" 56"48"WATER CLOSET "TYPE A"60"66" TYPE A EXCLUSIVECLEAR FLOOR SPACE 22 40 00.A2 10 28 00.A2 10 28 00.C1 10 28 00.C1 22 40 00.E2 10'-6 3/4" CLEAR 2'-10"2'-6" 2'-6" KNEE SPACE 2'-0"1'-7" 1'-7 3/4"3'-2"4"T.O.SINK2'-10"MIN 30" 36" MIN 38 3/4"2'-3"22 40 00.D3 4'-11 3/4"CLR 10 28 00.A19 22 40 00.A2 10 28 00.A2 22 40 00.E2 22 40 00.B3 3'-3 3/4" 3" 2'-2 1/4"1'-7"4'-6"1'-0" 12'-6 1/4" CLR. 30" MIN 44 1/4"3'-0"4"3'-0"4'-0 1/4" CLEAR 6 3/4"3'-0"22 40 00.B3 00 00 07 00 00 08 CLEAR 5'-2 3/4"SOFFIT2'-6"1'-8"2'-10"11 30 13.A2 11 30 13.A4 00 00 11 FILLER 3'-0"2'-10 1/2" 17'-7 1/4"CLR. VERIFY 1'-0"3'-2"2 3/4" 3'-0" 1 1/2" 2'-9"2'-6"2'-6"2'-6"3'-0"1'-0" 2'-6"2'-6"2'-0"2'-0" 11 30 13.A3 22 40 00.A11 OPEN 2'-10 1/2"2'-0"SOFFIT2'-6"1'-9 1/2"2'-8 1/2"2'-9 1/2"1'-6"8'-0 3/4" 2'-0" FILLER 9" 1'-1 1/2"1'-9"3'-0"2'-0"FILLER 2'-10"1'-8"2'-6"2'-0"2'-0"3'-6"2'-0"3'-0"40" MIN. 3'-4"3'-0"1'-6"2'-6"SOFFIT1'-0"2'-0"3'-6"2'-0" ACCESSIBILITY REQUIRMENTS - TYPE A EXCLUSIVE MIN.CLR.18"60" MIN. CLR.60" MIN. CLR.CLR.36" MIN.REMOTE HOOD SWITCH - LOCATE AT END WALL - CLEAR OF BASE CABINET HOOD 46"LOCATION OF STORAGE OVER WORK SPACE (IF PROVIDED) DW SINK 27" MIN.TOP OF SINK34" MAX.MAX.2"WORK SPACE30" CLR.MIN.KNEE SPACE @ SINK 30"CLR.MIN. INSULATE EXPOSED PIPING CLR. MIN. 30" KNEE SPACE PLASTIC LAMINATE BACKSPLASH REFLECTIVE SURFACE INSULATE HOTWATER AND DRAIN PIPES - TYP. SINK DEPTH 6 1/2" MAX.BOT. OF REFLECTIVE SURFACE40" MAX.(TOE CLEAR)9" MIN.27" MIN. KNEE CLR.34" TOP OF SINK8" 17" MIN.24"- 25" MAX.6"(TOPMOST MED. CAB. SHELVING)48"MED. CAB. MED. CAB.MIN. 12"TYP33" - 36"MAX. 24" MIN. 24" MAX. 12"MIN.9"TYP33" - 36"CONTROL AREA MIN.18"3"- 6"24"6"6"48"6"MAX.30"28"30"8"28" SOLID BLOCKING SOLID BLOCKING (36" MIN. BOTTOM OF BOX)48" MAX. (T.O. BOX)(BOTTOM OF BOX)15" MIN.(18" TO BOTTOM OF BOX.)(T.O. HOOK)48" MAX.(T.O. SHELF)48" MAX.LIGHT SWITCH/ THERMOSTAT ELECT./TEL./COMM./RECEPT ACLES TOWEL BAR HOOK SHELF & ROD CLOSET (TO CENTER OF LENS)44" MAX.VISION HOLE MAX. 24" MAX. SIDE REACH (FROM PARALLEL APPROACH) OVER AN OBSTRUCTION34" MAX.MAX. (TO TOP OF BOX)46"ELECTRICAL SWITCH, RECEPTACLE, OR HVAC CONTROL (T.O. BAR)48" MAX.(T.O. BOX)48" MAX.(48" MAX. TO TOP OF ROD WITHOUT SHELF) WHERE AN UNOBSTRUCTED FORWARD HIGH OR SIDE REACH RANGE IS PROVIDED ELECTRICAL PANEL(T.O. BOX OPENING)48" MAX.MIN.15"39" - 41"18" MIN.54" MIN. 39" - 41" MAX. 12" 42" MIN.MIN1 1/2".36" *17"-19"18" CLR.MIN.19"MIN. 12" ALL CLEAR DIMENSIONS TO FINISH FIG. A LAV. DEPTH: 24" MAX. WHERE LAV. OVERLAPS TOILET CLEAR FLOOR SPACE, 25" MAX. WHERE NO OVERLAP OF CLEAR FLOOR SPACE. FIG. CFIG. D FOOT END SIDE CONTROL END FIG. E 48"28" FIG. FFIG. GFIG. HFIG. J RANGE/ OVEN36"33"15"36"18"30"20"30"AT ALL ACCESSIBLE SPACES 43" 49 1/4"25 1/4"FINISH FLOOR LINE FINISH FLOOR LINE * WHERE THE LAV. OVERLAPS THE W.C., 24" MIN. GRAB BAR, CENTERD ON THE W.C. PROVIDED33" - 36"J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:32:31 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 LH A420 ENLARGED UNIT PLAN - 2.20(A)AGENCY REVIEW SET 08/16/2023 1/4" = 1'-0"1UNIT 2.20(A) (TYPE A) 1/4" = 1'-0"22.20(A) BATH#1 A 1/4" = 1'-0"32.20(A) BATH#1 B 1/4" = 1'-0"42.20(A) BATH#2 A 1/4" = 1'-0"52.20(A) BATH#2 D 1/4" = 1'-0"62.20(A) LAUNDRY 1/4" = 1'-0"72.20(A) KITCHEN A 1/4" = 1'-0"82.20(A) KITCHEN B 1/4" = 1'-0"92.20(A) KITCHEN C 1/4" = 1'-0"102.20(A) KITCHEN D - NET UNIT AREA - 2.20 UNIT NAME AREA UNIT 2.20 LIVING SPACE 961 SF 961 SF #FLOOR FINISH 01.CONCRETE - TROWEL FINISH 02.SEALED CONCRETE - SMOOTH FINISH 03.SHEET VINYL 04.VINYL COMPOSITION TILES 05.CERAMIC TILE 06.SLATE TILES 07.HARDWOOD 08.CARPET - RESIDENTIAL GRADE 09.CARPET - COMMERCIAL GRADE 10.QUARRY TILES 11.LAMINATE HARDWOOD #WALL FINISH 11.CONCRETE 12.W.R. G.W.B. - SEMI-GLOSS ENAMEL 13.W.R. G.W.B. - SEMI-GLOSS ENAMEL 14.G.W.B. - FLAT LATEX 15.G.W.B. - FIRETAPED 16.VINYL WALL COVERING #CEILING FINISH 21.- 22.W.R. G.W.B. - SEMI-GLOSS ENAMEL 23.G.W.B. - SEMI - GLOSS ENAMEL 24.G.W.B. - FLAT LATEX 25.G.W.B. - FIRETAPED 26.- #BASE 31.2 1/2" VINYL 32.NONE 33.WOOD (PREFINISHED) 34.WAINSCOT ON W.R. G.W.B. 35.WOOD - SAND; STAIN OR LACQUER TO MATCH CASING 36.CERAMIC TILE TYPICAL UNIT NOTES 01.INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX. 02.TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHER APPROVED HANDICAP-ACCESSIBLE CONFIGURATION 03.ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION 04.SEE MEP SHEETS FOR LOCATIONS OF SMOKE AND CO DETECTORS. 05.SEE SHEET A0.2 FOR ACCESSIBILITY REQUIREMENTS. 06.MAXIMUM HEIGHT FOR SWITCHES AND OUTLETS TO BE 48" A.F.F., 44" AT COUNTERS - TYPICAL 07.PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS 08.PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATING UNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 09.STAINLESS STEEL APPLIANCES: RANGE HOOD REFRIGERATOR MICROWAVE RANGE DISHWASHER INTERIOR ELEVATION NOTES 01.PROVIDE FINISHED END PANELS AND SPACERS AT ALL CABINETS AS REQUIRED. 02.PROVIDE (1)ONE TOWEL BAR, (1)ONE CURTIAN ROD AND (2)TWO ROBE HOOKS AT EACH BATHROOM 03.PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS 04.COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH. 05.MDF TRIM THROUGHOUT ALL BASE AND CASE VENTING REQUIREMENTS REQUIREMENTS PER IMC. BEDROOMS:WINDOW AIR INLETS AS REQUIRED LIVING ROOMS:WINDOW AIR INLETS AS REQUIRED LAUNDRY ROOM:WHOLE HOUSE FAN, CONTINUOUSLY OPERATING MIN. 30 CFM - 1 BEDROOM UNIT MIN. 45 CFM - 2 OR 3 BEDROOM UNITS INTERMITTENT OPERATION ALLOWED PER SECTION 403.8 AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINE REQUIRED FLOW RATES AND AIR INLET SPECS) KITCHEN:VENT FAN W/ MIN. RATE OF 100 CFM (INTERMITTENT OPERATION) BATHROOM:VENT FAN W/ MIN. RATE OF 50 CFM (INTERMITTENT OPERATION) KEYNOTES #DESCRIPTION 00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 11 RANGE/COOKTOP CONTROLS TO BE FRONT PLACED & ENERGY STAR RANGEHOOD - FAN/LIGHT CONTROLS TO BE AT COUNTERTOP LEVEL 00 00 12 SOLID BLOCKING FOR FUTURE GRAB BARS AT TUB AND W/C, PER ACCESSIBILITY REQUIREMENTS 10 28 00.A2 TOILET TISSUE DISPENSER 10 28 00.A19 MIRROR 10 28 00.C1 GRAB BAR 11 30 13.A2 RANGE HOOD W/ LIGHT & FAN 11 30 13.A3 DISHWASHER 11 30 13.A4 REFRIGERATOR 22 33 00.A1 WATER HEATER 22 40 00.A2 LAVATORY/FAUCET 22 40 00.A11 S.S. TWO COMPARTMENT SINK 22 40 00.B3 PRE-FABRICATED SHOWER STALL 22 40 00.D3 PRE-FABRICATED TUB AND SHOWER 22 40 00.E2 WATER CLOSET 23 82 36 FINNED-TUBE RADIATION HEATERS 26 30 00.B2 ELECTRICAL PANEL 28 31 49 CARBON-MONOXIDE DETECTION SENSORS ROOM FINISH SCHEDULE ROOM NAMEFLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKS BATH#111 12 22 33 BATH#211 12 22 33 BEDROOM #111 14 24 33 BEDROOM #211 14 24 33 CLO.11 14 24 33 DECK02 --33 ENTRY02 14 24 33 FIRE RISER02 14 24 32 HALL11 14 24 33 KITCHEN11 14 24 33 LDRY11 12 22 33 LIVING ROOM11 14 24 33 M.BEDROOM11 14 24 33 PATIO02 --33 STO.02 14 24 32 W.I.C.11 14 24 33 #DESC.DATE W/H SD SD SD/CM S&P (H72") S&P (H72") SHELF (H72")LINENS&P (H72") PANTRY REF.R SKDWPANTRY 7 8910 6 2345 26 30 00.B2 28 31 46 22 33 00.A1 06 06 07 10 05 11 14 08 4'-2"7'-1" 36"36"2'-4"2'-4"STO. KITCHEN ENTRY BATH#1 W.I.C. HALL CLO. LDRY CLO. BATH#2 LIVING ROOM BEDROOM #1 BEDROOM #2 PATIO 28 31 49 00 00 12 23 82 36 3" 01 04 J A A C 0312'-3"12'-3"4'-0"1'-6"9'-1"20'-11"2'-3"13'-2"5'-6"2'-0"10'-11"11'-7"12'-0"4'-0"2'-0"2'-3"3'-3"5'-6"5'-5"5'-9"5'-10"12'-0" 42'-6" 2'-4"10'-9"9'-9"19'-8"7'-4"1'-8"3'-3"6'-9"5'-6"30'-0"30'-0"9'-0"4'-1"6'-2"5'-8"1'-6"4'-0"6'-7"2'-7 1/2"2'-4"3'-3"4'-2"1'-8 1/4"3'-10 1/4"5'-1"6.0 5.0 5.0 4.1 7.3 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.0 7.0 7.0 7.0 7.0 7.0 7.0 UNIT 2.20(B) WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 48"48"30"48"54"60"60"60"60" ENTRY DOOR - PUSH SIDE ENTRY DOOR - PULL SIDE CLEAR SPACE AT APPLIANCES/LAVS CLEAR SPACE AT TURN-AROUNDS CLEAR SPACE UNDER SINKS WATER CLOSET "TYPE B" 56"48"WATER CLOSET "TYPE A"60"66" TYPE A EXCLUSIVECLEAR FLOOR SPACE 10 28 19 22 40 00.D3 4'-11 3/4"8'-10 1/4" CLR. 10 28 00.A19 22 40 00.A2 22 40 00.E2 10 28 00.A2 2'-6"9" REM. 2'-6"1'-7"1'-6 1/4"2'-11"5"2'-10"33" MIN 36 1/4" 12'-6 1/4" CLR. 3'-3 3/4" 3" 2'-2 1/4"1'-7"4'-6"1'-0"3'-4"3'-0"22 40 00.B3 22 40 00.E2 22 40 00.A2 33" MIN 44 1/4" 6'-5 3/4" CLR. 4'-0 1/4"1'-10 3/4" 22 40 00.B3 CLR, VERIFY 5'-3 1/4" 00 00 08 00 00 07 10 28 00.A13 SOFFIT2'-6"1'-6"3'-0"1'-0"3'-0"SOFFIT1'-0"6'-0"14'-7 3/4" CLR. VERIFY 11 30 13.A1 11 30 13.A4 11 30 13.A8 1'-0"3'-0"2'-6"2'-6"2'-6"3'-0" 1 3/4" 3'-1 3/4"2'-6"2'-6"2'-6"2'-0"2'-0" 8'-0 3/4" CLR. VERIFY 2'-0"1'-0" REM. 3'-0"2'-0"FILLERSOFFIT2'-6"1'-6"3'-0"2'-6"1'-6"11 30 13.A3 22 40 00.A16 1'-0"2'-0"3'-0"2'-0"3/4" 2'-0"2'-0"3'-2"2'-0"3'-0"SOFFIT2'-6"1'-6"3'-0"1'-0"2'-0"3'-2"2'-0"3'-0"ACCESSIBILITY REQUIRMENTS - TYPE B EXCLUSIVE REMOTE HOOD SWITCH - LOCATE AT END WALL - CLEAR OF BASE CABINET HOOD 46"CLR. MIN. 30" KNEE SPACE PLASTIC LAMINATE BACKSPLASHREFLECTIVE SURFACE INSULATE HOTWATER AND DRAIN PIPES - TYP. SINK DEPTH 6 1/2" MAX.BOT. OF REFLECTIVE SURFACE40" MAX.(TOE CLEAR)9" MIN.27" MIN. KNEE CLR.34" TOP OF SINK8" 17" MIN.24"- 25" MAX. 6"(TO TOP MOST MED. CAB. SHELVING)48"MED. CAB. MED. CAB.MIN. 12"TYP33" - 36"MAX. 24" MIN. 24" MAX. 12"MIN.9"TYP33" - 36"CONTROL AREA MIN.18"3"- 6"24"6"6"48"6"MAX.30"28"30"8"28" SOLID BLOCKING SOLID BLOCKING (36" MIN. TO BOTTOM OF BOX)48" MAX. (T.O. BOX)(BOTTOM OF BOX)15" MIN.(18" TO BOTTOM OF BOX.)(T.O. HOOK)48" MAX.(T.O. SHELF)48" MAX.LIGHT SWITCH/ THERMOSTAT ELECT./TEL./COMM./RECEPT ACLES TOWEL BAR HOOK SHELF & ROD CLOSET (TO CENTER OF LENS)44" MAX.VISION HOLE 24" MAX. MAX. 25 1/2" MAX. SIDE REACH (FROM PARALLEL APPROACH) OVER AN OBSTRUCTION36" MAX.MAX. (TO TOP OF BOX)46"ELECTRICAL SWITCH, RECEPTACLE, OR HVAC CONTROL (T.O. BAR)48" MAX.(T.O. BOX)48" MAX.(48" MAX. TO TOP OF ROD WITHOUT SHELF) WHERE AN UNOBSTRUCTED FORWARD HIGH OR SIDE REACH RANGE IS PROVIDED ELECTRICAL PANEL(T.O. BOX OPENING)48" MAX.CLR. 18"MIN.19"MIN.CLR.18"60" MIN. CLR.60" MIN. CLR.CLR.36" MIN.ALL CLEAR DIMENSIONS TO FINISH FIG. A FIG. C LAV. DEPTH: 24" MAX. WHERE LAV. OVERLAPS TOILET CLEAR FLOOR SPACE, 25" MAX. WHERE NO OVERLAP OF CLEAR FLOOR SPACE. FIG. D FOOT END SIDE CONTROL END FIG. E 48"28" RANGE/ OVEN FIG. F36"33"15"36"18"30"AT MAIN ENTRY AND EXIT DOORS 43"49"25"FIG. H FINISH FLOOR LINE FINISH FLOOR LINE FIG J. REMOVABLE CABINETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE LAVATORY. THE FLOOR FINISH EXTENDS UNDER THE CABINETRY AND THE WALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:32:53 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 LH A421 ENLARGED UNIT PLAN - 2.20(B)AGENCY REVIEW SET 08/16/2023 1/4" = 1'-0"1UNIT 2.20(B) (TYPE B, OPTION B) 1/4" = 1'-0"22.20(B) BATH#1 B 1/4" = 1'-0"32.20(B) BATH#1 D 1/4" = 1'-0"42.20(B) BATH#2 A 1/4" = 1'-0"52.20(B) BATH#2 D 1/4" = 1'-0"62.20(B) LAUNDRY 1/4" = 1'-0"72.20(B) KITCHEN A 1/4" = 1'-0"82.20(B) KITCHEN B 1/4" = 1'-0"92.20(B) KITCHEN C 1/4" = 1'-0"102.20(B) KITCHEN D #FLOOR FINISH 01.CONCRETE - TROWEL FINISH 02.SEALED CONCRETE - SMOOTH FINISH 03.SHEET VINYL 04.VINYL COMPOSITION TILES 05.CERAMIC TILE 06.SLATE TILES 07.HARDWOOD 08.CARPET - RESIDENTIAL GRADE 09.CARPET - COMMERCIAL GRADE 10.QUARRY TILES 11.LAMINATE HARDWOOD #WALL FINISH 11.CONCRETE 12.W.R. G.W.B. - SEMI-GLOSS ENAMEL 13.W.R. G.W.B. - SEMI-GLOSS ENAMEL 14.G.W.B. - FLAT LATEX 15.G.W.B. - FIRETAPED 16.VINYL WALL COVERING #CEILING FINISH 21.- 22.W.R. G.W.B. - SEMI-GLOSS ENAMEL 23.G.W.B. - SEMI - GLOSS ENAMEL 24.G.W.B. - FLAT LATEX 25.G.W.B. - FIRETAPED 26.- #BASE 31.2 1/2" VINYL 32.NONE 33.WOOD (PREFINISHED) 34.WAINSCOT ON W.R. G.W.B. 35.WOOD - SAND; STAIN OR LACQUER TO MATCH CASING 36.CERAMIC TILE TYPICAL UNIT NOTES 01.INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX. 02.TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHER APPROVED HANDICAP-ACCESSIBLE CONFIGURATION 03.ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION 04.SEE MEP SHEETS FOR LOCATIONS OF SMOKE AND CO DETECTORS. 05.SEE SHEET A0.2 FOR ACCESSIBILITY REQUIREMENTS. 06.MAXIMUM HEIGHT FOR SWITCHES AND OUTLETS TO BE 48" A.F.F., 44" AT COUNTERS - TYPICAL 07.PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS 08.PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATING UNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 09.STAINLESS STEEL APPLIANCES: RANGE HOOD REFRIGERATOR MICROWAVE RANGE DISHWASHER INTERIOR ELEVATION NOTES 01.PROVIDE FINISHED END PANELS AND SPACERS AT ALL CABINETS AS REQUIRED. 02.PROVIDE (1)ONE TOWEL BAR, (1)ONE CURTIAN ROD AND (2)TWO ROBE HOOKS AT EACH BATHROOM 03.PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS 04.COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH. 05.MDF TRIM THROUGHOUT ALL BASE AND CASE VENTING REQUIREMENTS REQUIREMENTS PER IMC. BEDROOMS:WINDOW AIR INLETS AS REQUIRED LIVING ROOMS:WINDOW AIR INLETS AS REQUIRED LAUNDRY ROOM:WHOLE HOUSE FAN, CONTINUOUSLY OPERATING MIN. 30 CFM - 1 BEDROOM UNIT MIN. 45 CFM - 2 OR 3 BEDROOM UNITS INTERMITTENT OPERATION ALLOWED PER SECTION 403.8 AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINE REQUIRED FLOW RATES AND AIR INLET SPECS) KITCHEN:VENT FAN W/ MIN. RATE OF 100 CFM (INTERMITTENT OPERATION) BATHROOM:VENT FAN W/ MIN. RATE OF 50 CFM (INTERMITTENT OPERATION) KEYNOTES #DESCRIPTION 00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 12 SOLID BLOCKING FOR FUTURE GRAB BARS AT TUB AND W/C, PER ACCESSIBILITY REQUIREMENTS 10 28 00.A2 TOILET TISSUE DISPENSER 10 28 00.A13 SHELF 10 28 00.A19 MIRROR 10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE 11 30 13.A1 RANGE 11 30 13.A3 DISHWASHER 11 30 13.A4 REFRIGERATOR 11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN 22 33 00.A1 WATER HEATER 22 40 00.A2 LAVATORY/FAUCET 22 40 00.A16 RESIDENTIAL SINK/FAUCET 22 40 00.B3 PRE-FABRICATED SHOWER STALL 22 40 00.D3 PRE-FABRICATED TUB AND SHOWER 22 40 00.E2 WATER CLOSET 23 82 36 FINNED-TUBE RADIATION HEATERS 26 30 00.B2 ELECTRICAL PANEL 28 31 46 SMOKE ALARM SENSORS 28 31 49 CARBON-MONOXIDE DETECTION SENSORS ROOM FINISH SCHEDULE ROOM NAMEFLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKS BATH#111 12 22 33 BATH#211 12 22 33 BEDROOM #111 14 24 33 BEDROOM #211 14 24 33 CLO.11 14 24 33 DECK02 --33 ENTRY02 14 24 33 FIRE RISER02 14 24 32 HALL11 14 24 33 KITCHEN11 14 24 33 LDRY11 12 22 33 LIVING ROOM11 14 24 33 M.BEDROOM11 14 24 33 PATIO02 --33 STO.02 14 24 32 W.I.C.11 14 24 33 NET UNIT AREA - 2.20 UNIT NAME AREA UNIT 2.20 LIVING SPACE 961 SF 961 SF #DESC.DATE W/H SD SD SD/CM S&P (H72") S&P (H72") SHELF (H72")LINENS&P (H72") PANTRY PANTRY REF.R SKDW7 8910 6 23 45 10 05 0507 06 06 11 14 22 33 00.A1 4'-2"7'-1" 36"36"2'-4"2'-4"26 30 00.B2 28 31 49 23 82 36 2" 01 04 J A A C 0212'-3"12'-3"4'-0"1'-6"9'-1"20'-11"2'-3"13'-2"5'-6"2'-0"10'-11"11'-7"12'-0"4'-0"2'-0"2'-3"3'-3"5'-6"5'-5"5'-9"5'-10"6'-0"6'-0" 42'-6"30'-0"30'-0"2'-3"10'-10"9'-9"19'-8"7'-4"1'-8"3'-3"6'-9"5'-6"1'-6"4'-0"6'-7"2'-7 1/2"2'-4"3'-3"4'-2"1'-5 1/4"1'-1 1/4"2'-9 1/4"9'-0"4'-1"6'-1 1/4"5'-8 3/4"5'-1"BATH#2 W.I.C. BEDROOM #1 BEDROOM #2 LIVING ROOM KITCHEN PATIO STO. HALL BATH#1 LDRY ENTRY 6.0 5.0 5.0 4.1 7.3 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 6.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 UNIT 2.20(S) WALL LEGEND 4.0 RATED EXTERIOR WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 10 28 19 4'-11 3/4" 22 40 00.A2 10 28 00.A2 10 28 00.A19 8'-10 1/4" CLR. 2'-6"9"2'-6"3'-4 1/4"3'-0"4"3'-0"30" MIN 36 1/4" 10 28 00.A19 12 36 40.A1 10 28 00.A23'-0"4"3'-0"12'-6 1/4" 30" MIN 45 1/4" 3'-3 1/2" 2" 3'-10 1/4"4'-6"1'-0" 22 40 00.B3 4'-0 1/4" CLEAR2'-8 1/2" 6'-5 3/4" CLR.3'-0"6 3/4" 1'-10 3/4" 00 00 07 00 00 08 5'-4" FILLER 3'-0"2'-6"2'-6"2'-6"3'-0"1'-0"SOFFIT2'-6"1'-6"3'-0"11 30 13.A8 11 30 13.A1 11 30 13.A4 3'-1 3/4"2'-6"2'-6"2'-6"2'-0"2'-0"1'-0"6'-0"1'-0"3'-0"14'-7 3/4" 8'-0 3/4" CLR. VERIFY 11 30 13.A3 22 40 00.A161'-6"2'-6"SOFFIT2'-6"1'-6"3'-0"2'-0"1'-0"3'-0"2'-0"3/4" 1'-0"2'-0"3'-0"2'-0"FILLER 2'-0"2'-0"3'-2"2'-0"3'-0"1'-6"2'-6"SOFFIT3'-0"1'-0"2'-0"3'-2"2'-0"3'-0"1'-6"2'-6"SOFFITJ O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:12 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 LH A422 ENLARGED UNIT PLAN - 2.20(S)AGENCY REVIEW SET 08/16/2023 1/4" = 1'-0"1UNIT 2.20 (S) 1/4" = 1'-0"22.20(S) BATH#1 B 1/4" = 1'-0"32.20(S) BATH#1 D 1/4" = 1'-0"42.20(S) BATH#2 A 1/4" = 1'-0"52.20(S) BATH#2 D 1/4" = 1'-0"62.20(S) LAUNDRY 1/4" = 1'-0"72.20(S) KITCHEN A 1/4" = 1'-0"82.20(S) KITCHEN B 1/4" = 1'-0"92.20(S) KITCHEN C 1/4" = 1'-0"102.20(S) KITCHEN D #FLOOR FINISH 01.CONCRETE - TROWEL FINISH 02.SEALED CONCRETE - SMOOTH FINISH 03.SHEET VINYL 04.VINYL COMPOSITION TILES 05.CERAMIC TILE 06.SLATE TILES 07.HARDWOOD 08.CARPET - RESIDENTIAL GRADE 09.CARPET - COMMERCIAL GRADE 10.QUARRY TILES 11.LAMINATE HARDWOOD #WALL FINISH 11.CONCRETE 12.W.R. G.W.B. - SEMI-GLOSS ENAMEL 13.W.R. G.W.B. - SEMI-GLOSS ENAMEL 14.G.W.B. - FLAT LATEX 15.G.W.B. - FIRETAPED 16.VINYL WALL COVERING #CEILING FINISH 21.- 22.W.R. G.W.B. - SEMI-GLOSS ENAMEL 23.G.W.B. - SEMI - GLOSS ENAMEL 24.G.W.B. - FLAT LATEX 25.G.W.B. - FIRETAPED 26.- #BASE 31.2 1/2" VINYL 32.NONE 33.WOOD (PREFINISHED) 34.WAINSCOT ON W.R. G.W.B. 35.WOOD - SAND; STAIN OR LACQUER TO MATCH CASING 36.CERAMIC TILE TYPICAL UNIT NOTES 01.INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX. 02.TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHER APPROVED HANDICAP-ACCESSIBLE CONFIGURATION 03.ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION 04.SEE MEP SHEETS FOR LOCATIONS OF SMOKE AND CO DETECTORS. 05.SEE SHEET A0.2 FOR ACCESSIBILITY REQUIREMENTS. 06.MAXIMUM HEIGHT FOR SWITCHES AND OUTLETS TO BE 48" A.F.F., 44" AT COUNTERS - TYPICAL 07.PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS 08.PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATING UNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. 09.STAINLESS STEEL APPLIANCES: RANGE HOOD REFRIGERATOR MICROWAVE RANGE DISHWASHER INTERIOR ELEVATION NOTES 01.PROVIDE FINISHED END PANELS AND SPACERS AT ALL CABINETS AS REQUIRED. 02.PROVIDE (1)ONE TOWEL BAR, (1)ONE CURTIAN ROD AND (2)TWO ROBE HOOKS AT EACH BATHROOM 03.PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS 04.COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH. 05.MDF TRIM THROUGHOUT ALL BASE AND CASE VENTING REQUIREMENTS REQUIREMENTS PER IMC. BEDROOMS:WINDOW AIR INLETS AS REQUIRED LIVING ROOMS:WINDOW AIR INLETS AS REQUIRED LAUNDRY ROOM:WHOLE HOUSE FAN, CONTINUOUSLY OPERATING MIN. 30 CFM - 1 BEDROOM UNIT MIN. 45 CFM - 2 OR 3 BEDROOM UNITS INTERMITTENT OPERATION ALLOWED PER SECTION 403.8 AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINE REQUIRED FLOW RATES AND AIR INLET SPECS) KITCHEN:VENT FAN W/ MIN. RATE OF 100 CFM (INTERMITTENT OPERATION) BATHROOM:VENT FAN W/ MIN. RATE OF 50 CFM (INTERMITTENT OPERATION) KEYNOTES #DESCRIPTION 00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATED SEPARATION WALLS 10 28 00.A2 TOILET TISSUE DISPENSER 10 28 00.A19 MIRROR 10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE 11 30 13.A1 RANGE 11 30 13.A3 DISHWASHER 11 30 13.A4 REFRIGERATOR 11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN 12 36 40.A1 GRANITE COUNTERTOPS 22 33 00.A1 WATER HEATER 22 40 00.A2 LAVATORY/FAUCET 22 40 00.A16 RESIDENTIAL SINK/FAUCET 22 40 00.B3 PRE-FABRICATED SHOWER STALL 23 82 36 FINNED-TUBE RADIATION HEATERS 26 30 00.B2 ELECTRICAL PANEL 28 31 49 CARBON-MONOXIDE DETECTION SENSORS ROOM FINISH SCHEDULE ROOM NAMEFLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKS BATH#111 12 22 33 BATH#211 12 22 33 BEDROOM #111 14 24 33 BEDROOM #211 14 24 33 CLO.11 14 24 33 DECK02 --33 ENTRY02 14 24 33 FIRE RISER02 14 24 32 HALL11 14 24 33 KITCHEN11 14 24 33 LDRY11 12 22 33 LIVING ROOM11 14 24 33 M.BEDROOM11 14 24 33 PATIO02 --33 STO.02 14 24 32 W.I.C.11 14 24 33 NET UNIT AREA - 2.20 UNIT NAME AREA UNIT 2.20 LIVING SPACE 961 SF 961 SF #DESC.DATE 7.0RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES BASEINTERIOR FLOOR GRADE 4.0RATED EXTERIOR WALLS - SEE G004 SIDING PER ELEVATIONS - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) DRAIN SYSTEM PER CIVIL DRAWINGS 18" BELOW GRADEFROST DEPTHMIN.8"PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS 1 1/2 X12 TIMBERSTRAND LSL RIM JOISTS 4.0RATED EXTERIOR WALLS - SEE G004 1.0RATED FLOOR - SHEET G004 WEATHER RESISTIVE BARRIER SIDING PER ELEVATIONS 2X6 PLATESCONTINUOUS 2X6 NAILER BASE DOUBLE BOTTOM PLATE 4.0RATED EXTERIOR WALLS - SEE G004 1.0RATED FLOOR - SHEET G004 7.0RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 7.0RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 METAL ANGLE 5/8" TYPE 'X' GYPSUM BOARD HVAC VENT DOUBLE BOTTOM PLATE BASE 2X12 BLOCKING 2X8 BLOCKING 2X6 PLATES 7.0RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 R-49R-49 2X6 PLATES 2X8 BLOCKING 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. CONTINUOUS ALUMINUM GUTTER CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER 5/4 X 8 FASCIA TRIM 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. NOTE: SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS A.P.A. RATED ROOF SHEATHING 4.0RATED EXTERIOR WALLS - SEE G004 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 CARDBOARD BAFFLES WATERPROOF MEMBRANE (ICE DAM) ICE DAM OVER OVERHANG24" ICE DAM 1" 2X6 PLATES CONTINUOUS ALUMINUM GUTTER 5/4 X 8 FASCIA TRIM CARDBOARD BAFFLES WATERPROOF MEMBRANE (ICE DAM) ICE DAM OVER OVERHANG24" ICE DAM 1"R-49 2X6 PLATES 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 4.0 RATED EXTERIOR WALLS - SEE G004 2X BLOCKING W/ (3) 2" DIA. SCRFEENED VENT HOLES 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. CONTINUOUS RIDGE VENT 2x BLOCKING BETWEEN TRUSSES W/ 8d NAILS @ 6" O.C ACOUSTICAL SEALANT NOTES: SEE ENERGY CALCS FOR INSULATION DATA 6"4"SEE CIVIL GRADE ELEVATIONSVERIFYGALV. METAL FLASHING DRAIN SYSTEM PER CIVIL DRAWINGS SIDING PER ELEVATIONS 4.0 RATED EXTERIOR WALLS - SEE G004 1" AIR SPACE WATERPROOFING MEMBRANE 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL - (VERIFY w/ GEOTECH FOR DEPTH) 5/8" TYPE 'X' GYPSUM BOARD 8" MIN.MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 1.0 RATED FLOOR - SHEET G004 1" AIR SPACE BASE 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 ACOUSTICAL SEALANT 8"4"P.T. 2X6 PLATE o/ SILL SEALER - ANCHOR BOLTS PER SHEARWALL TABLE 1" AIR SPACE MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) SLOPE 1/8" :12 PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. CONNECTION PER STRUCTURAL DWGS CEMENTITIOUS WOOD TRIM 2.1 NON-RATED RESIDENT DECK - SEE SHEET G004 1.0 RATED FLOOR - SHEET G004 BASE CONTINUOUS 2X6 NAILER 2X12 BLOCKING 1 1/2 X12 TIMBERSTRAND LSL RIM JOISTS 4.0 RATED EXTERIOR WALLS - SEE G004 4.0 RATED EXTERIOR WALLS - SEE G004 1"3 1/4"J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:17 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A500 DETAILSAGENCY REVIEW SET 08/16/2023 1" = 1'-0"7BEARING WALL - S.O.G. 1" = 1'-0"4 PARTY WALL AT FNDN 1" = 1'-0"10EXTERIOR WALL - GRADE 1" = 1'-0"11EXTERIOR WALL - MID-FLOOR 1" = 1'-0"8BEARING WALL - MID-FLOOR 1" = 1'-0"9BEARING WALL - ROOF/CEIL. 1" = 1'-0"6 PARTY WALL AT RIDGE (PERP.) 1" = 1'-0"12EXTERIOR WALL - EAVE 1" = 1'-0"3 EXTERIOR WALL - HEEL 1" = 1'-0"1 EXTERIOR FOOTING BELOW GRD. 1" = 1'-0"5 PARTY WALL AT FLOOR (PERP.) 1" = 1'-0"2 EXTERIOR WALL - DECK #DESC.DATE INTERIOR FLOOR 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) 1" AIR SPACE 6"4"SEE CIVIL GRADING PLANS+ELEVATION- 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL - (VERIFY w/ GEOTECH FOR DEPTH) MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 1.0RATED FLOOR - SHEET G004 1" AIR SPACE 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 1.0RATED FLOOR - SHEET G004 BASE 2X6 STUD HORIZ. FIREBLOCKING o/ AIR SPACE - FROM FLOOR TO CEILING AT 10'-0" MAX. SPACING 2X6 STUD HORIZ. FIREBLOCKING o/ AIR SPACE - FROM FLOOR TO CEILING AT 10'-0" MAX. SPACING 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN PLYWOOD SHEATHING 5/8" TYPE 'X' GYPSUM BOARD 2X6 PLATES 2X6 PLATES ACOUSTICAL SEALANT 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 GYPSUM OR PLYWOOD DRAFTSTOP 2X6 STUD HORIZ. FIREBLOCKING o/ AIR SPACE - FROM FLOOR TO CEILING AT 10'-0" MAX. SPACING 6" 1X3 TRIM 5/4"X12" BARGE BOARD GYPSUM OR PLYWOOD DRAFTSTOP 2X P.E GABLE END TRUSSES 24 GA. SHEET METAL ROOF STEP FLASHING ACOUSTICAL SEALANT 2X6 PLATES 2X6 PLATES UNITBREEZEWAY 5.0RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL - (VERIFY w/ GEOTECH FOR DEPTH) DRAIN SYSTEM PER CIVIL DRAWINGS WATERPROOFING MEMBRANE DRAIN SYSTEM PER CIVIL DRAWINGS PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 1"AIR SPACE2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL - (VERIFY w/ GEOTECH FOR DEPTH) BREEZEWAYUNIT 5.0RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G0055/4"X12" BARGE BOARD 1X3 TRIM 24 GA. SHEET METAL ROOF STEP FLASHING GYPSUM OR PLYWOOD DRAFTSTOP GYPSUM OR PLYWOOD DRAFTSTOP 2X P.E GABLE END TRUSSES 2X P.E GABLE END TRUSSES BEAM BEYOND ON STUD PACK8 A501R-49 BREEZEWAYUNIT 5.0RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 2X P.E GABLE END TRUSSES TREATED BEAM - SEE STRUCTURAL DWGS STUD PACK PER STRUCT. DWGS GYPSUM OR PLYWOOD DRAFTSTOP GYPSUM OR PLYWOOD DRAFTSTOP24 GA. SHEET METAL ROOF STEP FLASHING 5/4"X12" BARGE BOARD 1X3 TRIM CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER R-49 INTERIOR FLOOR EXTERIOR WALKWAY / BREEZEWAY DRAIN SYSTEM PER CIVIL DRAWINGS - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) 4.0 RATED EXTERIOR WALLS - SEE G004 NOTES: SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES FOUNDATION PER STRUCTURAL MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 1.0 RATED FLOOR - SHEET G004 1" AIR SPACE BASE 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 ACOUSTICAL SEALANT 2X6 PLATES 1.0RATED FLOOR - SHEET G004 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 6.0 RATED PARTY WALL ASSEMBLY (FIRE PARTITION WALL) - SEE G004 1" AIR SPACE GYPSUM OR PLYWOOD DRAFTSTOP R-49R-49 CONTINUOUS 2X6 NAILER 2X6 PLATESACOUSTICAL SEALANT 5/4"X12" BARGE BOARD 1X3 TRIM 2X P.E GABLE END TRUSSES PLYWOOD SHEATHING 2X6 SPACER BOARD SIDING PER ELEVATIONS ROOF PLAN PER 4.0 RATED EXTERIOR WALLS - SEE G004 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS CONTINUOUS 2X6 NAILER 2X6 PLATES 1.0 RATED FLOOR - SHEET G004 SIDING PER ELEVATIONS 4.0 RATED EXTERIOR WALLS - SEE G004 4.0 RATED EXTERIOR WALLS - SEE G004 NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS BASE DOUBLE BOTTOM PLATE P.T. 2X12 BELLY BAND PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 2X6 PLATES 1" = 1'-0"1 EXTERIOR WALL - WALKWAY 1" = 1'-0"5 PARTY WALL AT FLOOR 1" = 1'-0"6 PARTY WALL AT ROOF 1" = 1'-0"2 EXTERIOR WALL - RAKE / BARGE J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:21 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A501 DETAILSAGENCY REVIEW SET 08/16/2023 1" = 1'-0"10PARTY WALL AT STEPPED FOOTING 1" = 1'-0"11PARTY WALL AT STEPPED FLOOR 1" = 1'-0"12PARTY WALL AT STEPPED ROOF 1" = 1'-0"7BREEZWAY STEPPED FOOTING 1" = 1'-0"9BREEZEWAY ROOF STEP 1" = 1'-0"8BREEZEWAY ROOF STEP (BEAM) 1" = 1'-0"3 EXTERIOR WALL #DESC.DATE 4.0RATED EXTERIOR WALLS - SEE G004 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 SOFFIT VENTS - SEE ROOF PLAN NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS7 1/2"1'-6" POWDER-COATED STEEL RAIL SYSTEM MAX. 4" ANCHOR PER VENDOR ATTACHED PER RAIL MANUFACTURER NOTES: GUARDRAIL MOUNTING PER VENDOR SHOP DRAWINGS - TO BE PER IBC 2.0RATED BREEZEWAY DECK - SEE SHEET G004 PER I.B.C. REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT. FROM A HEIGHT OF 36" TO 42", GUARDS SHALL OT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8" IN DIAMETER. TEMP. FOAM WORK 1/2" RND. FOR DRIP NAIL DECK TO BEAM W/ GALV. OR STAINLESS STEEL 16d NAILS AT EVERY OTHER FLUTE - PER STRUCTURAL PRESSURE TREATED POST SLOPE 1/8 :12 CONTINUOUS FLASHING 2X10 JOISTS AT 16" O.C.1X3 TRIM 2.1NON-RATED RESIDENT DECK - SEE SHEET G004 NOTE: ALL LUMBER IS TO BE PRESSURE TREATED NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS POWDER-COATED STEEL RAIL SYSTEM BEAM PER STRUCTURAL PRESSURE TREATED POST CONTINUOUS FLASHING NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS ROOF PLAN PER PRESSURE TREATED POST CEMENTITIOUS WOOD TRIM PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. CONTINUOUS 2X6 NAILER 2X P.E GABLE END TRUSSES PLYWOOD SHEATHING WEATHER RESISTIVE BARRIER 5/4"X12" BARGE BOARD 1X3 TRIM SIDING PER ELEVATIONS BEAM PER STRUCTURAL SOFFIT VENTS - SEE ROOF PLAN 1/2" RND. FOR DRIP BEAM PER STRUCTURAL SLOPE SOFFIT VENTS 1/2" HARDIPANEL SOFFIT CONNECTION PER STRUCTURAL DWGS 1X3 TRIM 2.0RATED BREEZEWAY DECK - SEE SHEET G004 PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE.3'-6"POWDER-COATED STEEL RAIL SYSTEM 1"PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 1.0 RATED FLOOR - SHEET G004 2.0 RATED BREEZEWAY DECK - SEE SHEET G004 SIDING PER ELEVATIONS 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 GALV. METAL ANGLE - PER STRUCTURAL NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS BASE DOUBLE BOTTOM PLATE CEMENTITIOUS WOOD TRIM 2X10 LEDGER - SEE STRUCTURAL DWGS 5/4"X12" BARGE BOARD CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER 1X3 TRIM 2X P.E GABLE END TRUSSES A.P.A. RATED ROOF SHEATHING 2X6 SPACER BOARD 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 R-49 WEATHER RESISTIVE BARRIER 24 GA. SHEET METAL ROOF STEP FLASHING NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS DENSGLASS SHEATHING CONTINUOUS 2X6 NAILER SIDING PER ELEVATIONS PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 2.0RATED BREEZEWAY DECK - SEE SHEET G004 5.0RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 BUILT-UP COL. HANGER - SEE STRUCTURAL 2X10 LEDGER - SEE STRUCTURAL DWGS CEMENTITIOUS WOOD TRIM SLOPE 1/8 :12 FLAME BLOCK 2.0 RATED BREEZEWAY DECK - SEE SHEET G004 SOFFIT VENTS BASE 1.0 RATED FLOOR - SHEET G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 2X6 PLATES PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. CONTINUOUS 2X4 NAILER WOOD FILLER CEMENTITIOUS WOOD TRIM 2X10 LEDGER - SEE STRUCTURAL DWGS CONNECTION PER STRUCTURAL DWGS 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 R-49R-49 2X6 PLATES 2X8 BLOCKING 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. 2x4 SOLID BLOCKING CEMENTITIOUS WOOD TRIM SOFFIT VENTS - SEE ROOF PLAN SLOPE 1/8 :12 BASE 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 DRAIN SYSTEM PER CIVIL DRAWINGS FOUNDATION PER STRUCTURAL 2X TREATED PLATE o/ SILL SEALER - EMBED BOLT PER STRUCTURAL SHEARWALL NOTES PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 1" = 1'-0"2 FIREBARRIER - BREEZEWAY LANDING 1" = 1'-0"3 FIREBARRIER - BREEZEWAY ROOF 1" = 1'-0"9DECK AT EXTERIOR WALL 1" = 1'-0"8FIREBARRIER - MID-LANDING 1" = 1'-0"7METAL GUARDRAIL 1" = 1'-0"5 FIREBARRIER - DECK BUMPOUTS 1" = 1'-0"11CONC. DECK 1" = 1'-0"12ROOF AT DECK 1" = 1'-0"10CONC. DECK (RAILING) J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:25 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A502 DETAILSAGENCY REVIEW SET 08/16/2023 1" = 1'-0"6 FIREBARRIER - ROOF/CEIL. ASSEM. 1" = 1'-0"4 FIREBARRIER - WALKWAY #DESC.DATE CARBOARD BAFFLE 4.0 RATED EXTERIOR WALLS - SEE G004 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 SOFFIT VENTS - SEE ROOF PLAN NOTES: SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS 2X6 PLATES CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. A.P.A. RATED ROOF SHEATHING 4.0 RATED EXTERIOR WALLS - SEE G004 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 NOTES: SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS VAULTED CEILING DECK 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 2X BLOCKING 4.0RATED EXTERIOR WALLS - SEE G004 CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER NOTE: SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS A.P.A. RATED ROOF SHEATHING 5/4 X 8 FASCIA TRIM CONTINUOUS FLASHING BLOCKING AS REQUIRED 4.0RATED EXTERIOR WALLS - SEE G004 P.T. BEAM PER STRUCTURAL 2X6 SPACER BOARD SOFFIT VENTS - SEE ROOF PLAN SIDING PER ELEVATIONS 2X6 PLATES BLOCKING AS REQUIRED SOFFIT VENTS - SEE ROOF PLAN PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE.1" 9.1 RATED ROOF/CEILING ASSEMBLY - SHEET G005 9.1RATED ROOF/CEILING ASSEMBLY - SHEET G005 CONTINUOUS GALV. ALUMINUM FLASHING 5/4 X 8 FASCIA TRIM PRE-MFR. ROOF HATCH 2-PLY BASE FLASHING O/ CONT. CANT OR CRICKET - SLOPE TO DOWNSPOUT PRE-FINISHED RAKE FLASHING O/ ROOFING UNDERLAYMENT ROOF DRAIN CONTINUOUS GALV. ALUMINUM FLASHING 5/4 X 8 FASCIA TRIM DRAIN SYSTEM 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. SLOPED RIGID INSULATION O/ (2) 2" BASE LAYERS MIN. R-38 BATT INSULATION R-10 RIGID FOAM INSULATION 2" P.T. BEAM PER STRUCTURAL (2) LAYERS 5/8" TYPE 'X' GWB INSULATED 1-HOUR FIRE-RATED PREMANUFACTURED ACCESS DOOR BY BABCOCKDAVIS UL LISTED "B" LABEL OR APPROVED EQUAL 9.3RATED ROOF/CEILING ASSEMBLY - SHEET G005 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD SLOPE 9 1/4"9.1 RATED ROOF/CEILING ASSEMBLY - SHEET G005 CONTINUOUS GALV. ALUMINUM FLASHING 5/4 X 8 FASCIA TRIM PRE-MFR. ROOF HATCH 2-PLY BASE FLASHING O/ CONT. CANT OR CRICKET - SLOPE TO DOWNSPOUT PRE-FINISHED RAKE FLASHING O/ ROOFING UNDERLAYMENT ROOF DRAIN 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. SLOPED RIGID INSULATION O/ (2) 2" BASE LAYERS MIN. R-38 BATT INSULATION R-10 RIGID FOAM INSULATION 2" P.T. BEAM PER STRUCTURAL INSULATED 1-HOUR FIRE-RATED PREMANUFACTURED ACCESS DOOR BY BABCOCKDAVIS UL LISTED "B" LABEL OR APPROVED EQUAL 9.3 RATED ROOF/CEILING ASSEMBLY - SHEET G005 DENSGLASS SHEATHING DENSGLASS SHEATHING SLOPE METAL CAP FLASHING w/ DRIP EDGE 2X6 PLATES 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN CEMENTITIOUS WOOD TRIM PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. DRAIN SYSTEM J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:29 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A503 DETAILSAGENCY REVIEW SET 08/16/2023 1" = 1'-0"4VAULTED TRUSS AT DORMER 1" = 1'-0"1 VAULTED TRUSS 3/4" = 1'-0"10BUTTERFLY @ DECK 1" = 1'-0"12ROOFWELL AT BREEZEWAY 1" = 1'-0"5ROOFWELL AT BREEZEWAY PARAPET #DESC.DATE PRESSURE TREATED RAFTER w/ HANGER - REFER TO ROOF FRAMING FOR SIZE AND SPACING 2x10 RAFTERS AT 24" O.C. A.P.A. RATED ROOF SHEATHING CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER CONTINUOUS ALUMINUM GUTTER 5/4 X 8 FASCIA TRIM 2X BLOCKING W/ (3) 2" DIA. SCRFEENED VENT HOLES P.T. BEAM PER STRUCTURAL 9.0 RATED ROOF/CEILING ASSEMBLY - SHEET G005 NOTES: SEE ENV# SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS CONTINUOUS FLASHING DENSGLASS SHEATHING HANGER - SEE STRUCTURAL DWGS P.T. BEAM PER STRUCTURAL DENSGLASS SHEATHING 2X6 PLATES PLYWOOD SHEATHING P.T. BEAM PER STRUCTURAL CEMENTITIOUS WOOD TRIM 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. 2X6 PLATES DENSGLASS SHEATHING 8" MIN.24 GA. SHEET METAL ROOF STEP FLASHING CEMENTITIOUS WOOD TRIM CONTINUOUS FLASHING 2.0 RATED BREEZEWAY DECK - SEE SHEET G004 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN DENSGLASS SHEATHING MORTAR SCRATCH COAT WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING SIMULATED STONE VENEER 1'-3 1/2"1'-3 1/2" PRESSURE TREATED POST CONTINUOUS ALUMINUM GUTTER 5/4 X 8 FASCIA TRIM CONTINUOUS FLASHING DENSGLASS SHEATHING CLASS 'A' COMPOSITION ROOF SHINGLES O/ 15# BUILDING PAPER WATERPROOF MEMBRANE (ICE DAM) 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. P.T. BEAM PER STRUCTURAL COLUMN TO BEAM CONNECTOR - SEE STRUCTURAL DETAILS PRESSURE TREATED POST DENSGLASS SHEATHING ROOF PLAN PER 1X3 TRIM 5/4"X12" BARGE BOARD WEATHER RESISTIVE BARRIER 2X P.E GABLE END TRUSSES PLYWOOD SHEATHING CEMENTITIOUS WOOD TRIM PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. TREATED BEAM - SEE STRUCTURAL DWGS PRESSURE TREATED POST 4" CONCRETE WALKWAY CONT. BEAD OF SEALANT STRUCTURAL PLANSSEESTRUCTURAL PLANS SEE P.T. 2X4 PLATE o/ SILL SEALER - ANCHOR BOLTS PER SHEARWALL TABLE EXPANSION JOINT AND SEALANT PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. SIMULATED STONE VENEER MORTAR SCRATCH COAT WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING 2X4 STUDS AT 16" O.C. - SEE FLOOR PLAN 3'-6"3"1'-3 1/2" P.T. BEAM PER STRUCTURAL 2X6 PLATES PLYWOOD SHEATHING P.T. BEAM PER STRUCTURAL CEMENTITIOUS WOOD TRIM 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. 2X6 PLATES DENSGLASS SHEATHING 24 GA. SHEET METAL ROOF STEP FLASHING CEMENTITIOUS WOOD TRIM 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN DENSGLASS SHEATHING 1" 6 1/2"1"3 1/2"1"J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:33 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A504 DETAILS - DECKAGENCY REVIEW SET 08/16/2023 1" = 1'-0"6 ROOF AT BREEZEWAY 1" = 1'-0"5 ROOF AT BREEZEWAY ENTRY 1" = 1'-0"9ENTRY PORCH - COLUMN 1" = 1'-0"11ENTRY PORCH - EAVE 1" = 1'-0"8ENTRY PORCH - RAKE 1" = 1'-0"7ENTRY PORCH - BASE 1" = 1'-0"2 ROOF AT REAR ENTRY #DESC.DATE STRINGER - SEE STRUCTURAL FRAMING PLANS CONCRETE TREADS POWDER-COATED STEEL RAIL SYSTEM 4"POWDER-COATED STEEL RAIL SYSTEM 4"SLOPE 3/4" MDO TRIM 1 1/2" METAL HANDRAIL - ATTACH TO GUARDRAIL PER MANUFACTURER'S RECOMMENDATIONS 2.0 RATED BREEZEWAY DECK - SEE SHEET G004(34" MIN. - 38" MAX.)42" MIN.11"11"(34" MIN. - 38" MAX.)(34" MIN. - 38" MAX.)MIN. 1'-0" POWDER-COATED WALL MOUNTED STEEL RAIL SYSTEM PRESSURE TREATED STRINGER EACH SIDE OF TREAD, TO BE DIRECTLY ATTACHED TO METAL DECK AT LANDING SLOPED HANGER DIRECTLY TO BEAM - SEE STRUCTURAL DWGS ALL STRUCTURAL MAT'L EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY. NOTE: SEE STRUCTURAL DETAILS FOR BEAM CONNECTION DETAIL 3/4" MDO TRIM < 4"11" MIN. POWDER-COATED WALL MOUNTED STEEL RAIL SYSTEM NOTES: GUARDRAIL MOUNTING PER VENDOR SHOP DRAWINGS - TO BE PER IBC P.T. BEAM PER STRUCTURAL HANGER - SEE STRUCTURAL DWGS 2.0RATED BREEZEWAY DECK - SEE SHEET G004 P.T. BEAM PER STRUCTURAL PRESSURE TREATED STRINGER EACH SIDE OF TREAD, TO BE DIRECTLY ATTACHED TO METAL DECK AT LANDING - ATTACHMENT PER STRUCTURAL DWGS. NOTE: ALL STRUCTURAL MATERIAL EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY < 4"11" MIN. 2.0RATED BREEZEWAY DECK - SEE SHEET G004 CONTINUOUS FLASHING7" MAX.DENSGLASS SHEATHING CONTINUOUS FLASHING CONTINUOUS 2X4 NAILER 8"4"9"9"MAX.4"POWDER-COATED STEEL RAIL SYSTEM POWDER-COATED STEEL RAIL SYSTEM NOTE: PER I.B.C., STAIR RISER HEIGHTS SHALL BE 7" MAX. & 4" MIN. STAIR TREAD DEPTHS SHALL BE 11" MIN. THE RISER HEIGHT SHALL BE MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN .375". NOTE: TREAD NOSINGS TO BE SLIP RESISTANT AND ROUNDED TO A RADIUS OF 1/2" MAX. 11" MIN.7" MAX.SLOPE 1/8 :12 POWDER-COATED STEEL RAIL SYSTEM 2.0RATED BREEZEWAY DECK - SEE SHEET G004 CONTINUOUS FLASHING 3/4" MDO TRIM 2X10 JOISTS AT 16" O.C.42" MIN.4"2% SLOPE AWAY FROM BUILDING FOR MIN. DISTANCE OF 5'-0"2"8"SLAB ASSEMBLY - 4" CONC. SLAB - 4" FREE DRAINING MATERIAL (VERIFY w/ GEOTECH.) 8" 5.0 RATED EXTERIOR FIRE BARRIER WALLS - SEE G004 SPRINKLER LINE CROSSING OPEN TO UNIT FOR HEAT TRANSFER (3) 5/8" TYPE 'X' GYPSUM BOARD PER TABLE 722.6.2(1): GWB=40 MIN x 3=120 MINUTES PROVIDE FIRE STOPPING AT 2-HOUR PENETRATION; MANUFACTURERS APPROVED FIRE CAULKING FOR CPVC PIPE 1'-0" BEAM PER STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD, TYP (4) SIDES 2X12 FRAMING 2.0 RATED BREEZEWAY DECK - SEE SHEET G004 4.0 RATED EXTERIOR WALLS - SEE G004 1.0 RATED FLOOR - SHEET G004 5/8" TYPE 'X' GYPSUM BOARD VENT / EXHAUST DUCT - 26 GA. METAL DUCTS WHERE DUCT PENETRATES RATED CONSTRUCTION 2X6 PLATES BASE METAL STUDS AT 16" O.C. VENT FAN / EXHAUST METAL STUDS RUNNERS 4.0 RATED EXTERIOR WALLS - SEE G004 CONTINUOUS 2X6 NAILER 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN 5/8" TYPE 'X' GYPSUM BOARD METAL STUDS RUNNERS 1" = 1'-0"2 SPRINKLER LINE CROSSING (OPTION) 1" = 1'-0"4 THICKENED SLAB EDGE J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:37 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A505 DETAILS - STAIRS & RAILINGSAGENCY REVIEW SET 08/16/2023 1" = 1'-0"5GENERAL HANDRAIL DETAILS 1" = 1'-0"7RAILING AT STAIR LANDING 1" = 1'-0"9RAILING AT BREEZEWAY WALL 1" = 1'-0"12LANDING ADJ. TO STAIRS 1" = 1'-0"11STAIR AT MID-LANDING 1" = 1'-0"10STRINGERS AT SLAB 1" = 1'-0"8MID-LANDING AT EXT. WALL 1 1/2" = 1'-0"6 VENT AT FLOOR / CEILING #DESC.DATE 5/8" TYPE 'X' GYPSUM BOARD 4X8 HEADERS - PER STRUCTURAL ? BLOCKING AS REQUIRED CLOSETROOM 1X WOOD TRIM, TYP. AT DOOR SURROUND H.M. DOOR - SEE DOOR SCHEDULE - PAINT 5/8" TYPE 'X' GYPSUM BOARD 4X8 HEADERS - PER STRUCTURAL 3"1X WOOD TRIM, TYP. AT DOOR SURROUND H.M. DOOR - SEE DOOR SCHEDULE - PAINT ? 1X WOOD TRIM, TYP. AT DOOR SURROUND 5/8" TYPE 'X' GYPSUM BOARD 3"TYP. 4X8 HEADERS - PER STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD 2X4 STUDS AT 16" O.C. - SEE FLOOR PLAN 1X WOOD TRIM, TYP. AT DOOR SURROUND 1X WOOD STOPS GLASS PER SPECIFICATION 3" 5/8" TYPE 'X' GYPSUM BOARD 2X4 WALL STUDS 1X WOOD TRIM, TYP. AT DOOR SURROUND 1X WOOD STOPS GLASS PER SPECIFICATION LINE OF SILL BELOW 1X WOOD STOPS GLASS PER SPECIFICATION 2X4 WALL STUDS2 1/2"1x WOOD APRON & SILL w/ EASED EDGES 1X WOOD STOPS ? GLAZING PER SCHEDULE STOREFRONT ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. 2X8 HEADERS - PER STRUCTURAL 7.0 RATED LOAD BEARING WALL ASSEMBLY - SHEET G004 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN STOREFRONT ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. STOREFRONT ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. STOREFRONT DOOR ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. STOREFRONT ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. SEALANT AND BACKER ROD - 4" CONC. SLAB - 15 MIL. VAPOR BARRIER - FREE-DRAINING MATERIAL (VERIFY w/ GEOTECH FOR DEPTH) STOREFRONT ASSEMBLY - VERIFY MOUNTING & CONFIGURATION W/ MFR. SELECTED. CONT. BEAD OF SEALANT SEALANT AND BACKER ROD 2X6 WALL STUDS J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:40 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A506 DETAILS - INTERIOR DOORSAGENCY REVIEW SET 08/16/2023 3" = 1'-0"7INTERIOR BI-PASS DOOR HEAD 3" = 1'-0"9INTERIOR DOOR HEAD 3" = 1'-0"8INTERIOR DOOR JAMB 3" = 1'-0"12INTERIOR DOOR SIDELITE - HEAD 3" = 1'-0"11INTERIOR DOOR SIDELITE - JAMBS 3" = 1'-0"10INTERIOR DOOR SIDELITE - SILL 3" = 1'-0"1 STOREFRONT SYSTEM 3" = 1'-0"4STOREFRONT SILL 3" = 1'-0"5STOREFRONT JAMB #DESC.DATE WATER LINE(S) DRAIN LINE NOTES: SEE FP# SHEETS FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS 1.0RATED FLOOR - SHEET G004 AT 16" O.C. 2X STUDS (1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD - TYPICAL AT BEARING / RATED WALLS ONLY 2X STUDS - TYP. 2x BLOCKING - TYPICAL AT TOP AND BOTTOM OF CABINET MEDICINE CABINET PLAN ELEVATION (1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD - TYPICAL AT BEARING / RATED WALLS ONLY 6'-0" A.F.F. 6"3"8"AFF W/MIN 30" CLEAR WIDTHMIN 2'-3" CLEAR KNEE SPACEMIN 2'-5" CLEAR AFFMAX 2'-10"AFFMAX 2"1'-4"POST FORM COUNTERTOP, TYP. INSTALL PER MANUF. 2X6 STUDS AT 16" O.C. - SEE FLOOR PLAN 9"BRACE - 3/4" PLYWOOD COVERED IN LAMINATE TO MATCH COUNTERTOP, TYP. (PROVIDE 30" CLEAR BETWEEN FACE OF BRACES AS INTERMEDIATE SUPPORTS) ? 19"x27" MIN CLEAR UNDER COUNTER MIN CLEAR KNEE/TOE SPACE UNDER COUNTER 1. 2. NOTE: COUNTER CLEARANCES MUST COMPLY WITH ALL CLEARANCES. ALL ADA ACCESSIBLE SINKS, LAVS, WORK COUNTERS, AND LAUNDRY FOLDING COUNTERS, TYP, UNO BLOCKING AS REQUIRED 1. 2. 3. NOTES: STEEL ELECTRICAL BOXES OF MAX. AREA OF 16 SQ. IN. CAN BE INSTALLED IN FIRE-RESISTIVE WALLS PROVIDED THE MAX. AREA OF OPENINGS DOES NOT EXCEED 100 SQ. INCHES FOR ANY 100 SQ. FEET OF WALL AREA. BOXES ON OPPOSITE SIDES OF WALLS SHALL BE OFFSET BY A MINIMUM OF 24 INCHES. NON-STEEL ELECTRICAL BOXES ARE ALLOWED PROVIDED THEY ARE TESTED FOR USE IN FIRE-RESISTIVE CONSTRUCTION. INSTALLATION SHALL BE PER THE FIRE RATED ASSEMBLY OR SHALL BE FIRESTOPPED WITH AN APPROVED FIRESTOPPING MATERIAL 1-HR. WALLELECTRICAL BOX ELECTRICAL BOX FIRE CAULKING 1.0 RATED FLOOR - SHEET G004 NOTES: SEE FP# SHEETS FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS MECHANICALLY FASTEN ROCKWOOL FIRE STOP AT STUDS / JOISTS - TYP. HEIGHT OF TUB SURROUND CONT. BEAD OF SEALANT PRE-ROCK AT BEARING WALLS AND ONE-HOUR SEPERATION WALLS NOTES: SEE FP# SHEETS FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS 1.0 RATED FLOOR - SHEET G004 1.1 RATED FLOOR - SHEET G004 2" AT 16" O.C. 2X STUDS ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD - TYPICAL (AT BEARING WALLS ONLY) 2X STUDS - TYP. 2x BLOCKING - TYPICAL AT TOP AND BOTTOM OF CABINET FIRE-EXTINGUISHER CABINET (9"X19" ROUGH OPENING) PLAN ELEVATION ONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD - TYPICAL (AT BEARING WALLS ONLY) 4'-0" A.F.F. 2"22"2" 22"3"2"30"2"3"4"26"4" SELF-CLOSING BOMBER HINGE 3/4" PLYWOOD DOOR 3/4" PLYWOOD FRAME 2X PRE-MANUFACTURED TRUSSES AT 24" O.C. GYPSUM OR PLYWOOD DRAFTSTOP 4.0 RATED EXTERIOR WALLS - SEE G004 24 GA. SHEET METAL ROOF STEP FLASHING CONTINUOUS ALUMINUM GUTTER 5/4 X 8 FASCIA TRIM BEAM - PER STRUCTURAL 1'-6"6" 4'-0"MIN. NOTE: DISTANCE BETWEEN SPLICE IN TOP PLATE: 2 BAYS MIN. 9.0RATED ROOF/CEILING ASSEMBLY - SHEET G005 24"CLEARANCE30" MIN.INSULATED 1-HOUR FIRE-RATED PREMANUFACTURED ACCESS DOOR BY BABCOCKDAVIS UL LISTED "B" LABEL OR APPROVED EQUAL J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:44 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A507 DETAILS - GENERALAGENCY REVIEW SET 08/16/2023 1" = 1'-0"9FIRESTOP AT LAVATORY 1" = 1'-0"2 RECESSED MEDICINE CAB. 1" = 1'-0"12ACCESSIBLE COUNTERTOP SUPPORT 1 1/2" = 1'-0"4ELECTRICAL BOXES IN RATED WALLS 1" = 1'-0"3 FIRESTOP AT TOILET 1" = 1'-0"6FIRESTOP AT BATHTUB 1" = 1'-0"5SEMI-RECESSED FIRE-EXTINGUISHER 1" = 1'-0"8DRAFTSTOP ACCESS DOOR 1" = 1'-0"1 SHED ROOF O/ UTILITIES 1" = 1'-0"10TOP PLATE SPLICE 1" = 1'-0"11ATTIC ACCESS (RATED)#DESC.DATE A SINGLE FLUSH B PATIO FULL LITE w/ TEMPERED GLASS C DOUBLE FLUSH D DOUBLE BI-PASSPER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED. E SINGLE-GLASS 6"6"6"10"4'-4 3/4"7'-0"1'-0"6'-0"10"5'-8"6"6"2'-0"6" TTTTT H SINGLE FLUSH F SURFACE-SLIDER G DOUBLE-GLASS w/ TRANSOM A SLIDER B2'-8"4'-0"SCHED. PER5'-0"SCHED.PER6'-8"CDEF G FIXED HJKL T 1 3/4" 3 7/16"1 3/4" 2X8 HEADERS - PER STRUCTURAL PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. CONT. BEAD OF SEALANT HOLLOW METAL DOOR HEAD H.M. DOOR - SEE DOOR SCHEDULE - PAINT2"3/4"4.0 RATED EXTERIOR WALLS - SEE G004 3 1/2" FIBER CEMENT HEAD TRIM w/ STANDARD MITER CUT RIGID INSULATION 1 3/4"3 7/16"1 3/4"3/4"2" 4.0RATED EXTERIOR WALLS - SEE G004 2X CRIPPLE CEMENTITIOUS SIDING PER EXTERIOR ELEVATIONS SEALANT AND BACKER ROD HOLLOW METAL DOOR JAMB H.M. DOOR - SEE DOOR SCHEDULE - PAINT 9 1/8" 6X8 HEADERS - PER STRUCTURAL VINYL WINDOW METAL EDGE BEAD CONT. BEAD OF SEALANT PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. SEALANT AND BACKER ROD WEATHER RESISTIVE BARRIER 4.0 RATED EXTERIOR WALLS - SEE G004 3 1/2" FIBER CEMENT HEAD TRIM w/ STANDARD MITER CUT CEMENTITIOUS SIDING PER EXTERIOR ELEVATIONS PAINTED METAL FLASHING w/ END DAM & HEMMED EDGE. 2X CRIPPLE CONT. BEAD OF SEALANT 5/8" TYPE 'X' GYPSUM BOARD METAL EDGE BEAD PRE-FINISHED WOOD SILL SELF FLASHING WINDOW SEALANT AND BACKER ROD 3 1/2" FIBER CEMENT HEAD TRIM w/ STANDARD MITER CUT CEMENTITIOUS SIDING PER EXTERIOR ELEVATIONS 6" SELF FLASHING WINDOW SILL 6"x3/4" WOOD SILL 5/8" TYPE 'X' GYPSUM BOARD DBL. SILL PLATE 4.0RATED EXTERIOR WALLS - SEE G004 1 3/4" PREFINISHED WINDOW TRIM METAL CAP FLASHING w/ DRIP EDGE 3 1/2" FIBER CEMENT HEAD TRIM w/ STANDARD MITER CUT J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:33:57 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A600 DOOR / WINDOW / ROOM FINISH SCHEDULESAGENCY REVIEW SET 08/16/2023 DOOR SCHEDULE LOCATION TYPE MARK PANEL TYPE TYPE THICKENESS WIDTH HEIGHT FIRE RATING FRAME TYPE CORE DOOR NOTES Exterior UNIT ENTRY 01 METAL A 1 3/4"3'-0"6'-8"45 MIN.METAL INSL.1,3,9,10,11,13,18 DECK 02 VINYL B 1 3/4"6'-0"6'-8"NR VINYL -8,22 PATIO 03 METAL E 1 3/4"3'-0"6'-8"NR METAL INSL.1,3,8,9, PATIO STORAGE 04 METAL A 1 3/4"3'-0"6'-8"NR METAL H.C.3,22 REC ENTRY 20 METAL G 2"6'-0"7'-0"NR METAL H.C. REC ENTRY 21 METAL E 1 3/4"3'-0"6'-8"NR METAL H.C. FIRE RISER 22 METAL A 1 3/4"3'-0"6'-8"NR METAL INSL. Interior BEDROOM 05 WOOD A 1 3/4"3'-0"6'-8"NR WOOD H.C. BATH/ SHOWER 06 WOOD A 1 3/4"3'-0"6'-8"NR WOOD H.C. W.I.C.07 WOOD A 1 3/4"3'-0"6'-8"NR WOOD H.C. PANTRY 08 WOOD A 1 3/4"2'-4"6'-8"NR WOOD H.C. CLOSET 09 WOOD A 1 3/8"2'-0"6'-8"NR WOOD H.C. CLOSET 10 WOOD C 1 3/8"5'-0"6'-8"NR WOOD H.C.- LAUNDRY 11 WOOD C 1 3/8"5'-0"6'-8"NR WOOD H.C.26,27 LAUNDRY 13 WOOD C 1 3/8"4'-0"6'-8"NR WOOD H.C.26,27 CLOSET 14 WOOD D 1 3/8"5'-0"6'-8"NR WOOD H.C.- CLOSET 15 WOOD D 1 3/8"6'-0"6'-8"NR WOOD H.C.- MEETING 23 WOOD F 1 3/8"4'-6"6'-8"NR WOOD H.C.- HALL 24 WOOD F 1 3/8"6'-1 3/8"6'-8"NR WOOD H.C.- PACKAGE 25 WOOD A 1 3/4"3'-0"6'-8"NR WOOD H.C. NETWORK 26 WOOD A 1 3/4"3'-0"6'-8"NR WOOD H.C. COMPUTER 27 WOOD E 1 3/8"3'-0"6'-8"NR WOOD H.C. CLOSET 28 WOOD H 1 1/2"6'-0"6'-8"NR WOOD H.C. OFFICE 29 VINYL J 6'-0"8'-10"NR VINYL -SEE INT. ELEVATIONS A441 OFFICE 30 VINYL K <varies>7'-10"NR VINYL -SEE INT. ELEVATIONS A441 32 4'-6 1/16"6'-8"OPENING WINDOW SCHEDULE TYPE MARK WINDOW TYPE WINDOW FRAME TYPE WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT WINDOW NOTES A SLIDER VINYL 5'-0"4'-0"6'-8"2'-8"1, 2, 4, 5 B FIXED VINYL 2'-0"5'-0"6'-8"1'-8"1, 2, 4, 5 B FIXED VINYL 2'-0"5'-0"7'-0"2'-0"1, 2, 4, 5 C FIXED VINYL 2'-0"1'-6"6'-8"5'-2"1, 2, 4, 5 D FIXED VINYL 3'-0"3'-0"14'-0"11'-0"1, 2, 4, 5 E FIXED VINYL 3'-0"6'-0"7'-0"1'-0"1, 2, 4, 5 F FIXED VINYL 3'-0"7'-0"8'-0"1'-0"1, 2, 4, 5 G FIXED VINYL 5'-0"3'-0"13'-6"10'-6"1, 2, 4, 5 H FIXED VINYL 5'-0"7'-0"8'-0"1'-0"1, 2, 4, 5 J FIXED VINYL 5'-0"1'-6"6'-8"5'-2"1, 2, 4, 5 J FIXED VINYL 5'-0"1'-6"8'-0"6'-6"1, 2, 4, 5 K FIXED VINYL 6'-0"7'-0"8'-0"1'-0"1, 2, 4, 5 L FIXED VINYL 6'-0"1'-6"8'-0"6'-6"1, 2, 4, 5 1/4" = 1'-0" DOOR LEGEND 1/4" = 1'-0" WINDOW LEGEND WINDOW GENERAL NOTES 01.SEE MP SHEETS FOR ADDITIONAL INSTALLATION AND FLASHING INSTRUCTIONS. 02.PER I.B.C, HAZARDOUS LOCATIONS,THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING: 02a.GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 02b.GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 02c.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS w/in A 24" (610 mm) ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"(1525 mm) ABOVE THE WALKING SURFACE.THUS REQUIRING TEMPERED GLASS. 02d.GLAZING ADJACENT TO BOTTOM OF EGRESS STAIRS. 03.OBSURE GLASS 04.PROVIDE INTEGRAL FRESH AIRE VENTS IN WINDOW. 05.THESE WINDOWS ARE USED IN BOTH STANDARD AND ACCESSIBLE UNITS. INSTALL "WINDOW EASE" HARDWARE / A-SOLUTION INC. AT ALL TYPE 'A' (ACCESSIBLE UNITS) OPERABLE WINDOWS. REFER TO SHEET A0.4 FOR HARDWARE REQUIREMENTS FOR TYPE 'A' (ACCESSIBLE UNITS) 06.TEMPERED GLASS. 07.WINDOWS HAVE SILL AND SKIRT WITH 3 SIDES OF SHEET ROCK WINDOW EGRESS REQUIREMENTS 0.1 EGRESS WINDOWS ARE TO COMPLY WITH I.B.C. (THE NOTES BELOW ARE PORTIONS OF THAT SECTION). 02.WINDOWS ARE TO HAVE A MINIMUM NET CLEAR OPENING OF 6 SQUARE FEET. 03.MINIMUM NET CLEAR OPENABLE HEIGHT SHALL BE 24 INCHES. 04.MINIMUM NET CLEAR OPENABLE WIDTH SHALL BE 20 INCHES. 05.THE FINISHED SILL HEIGHT IS NOT TO BE MORE THAN 44 INCHES ABOVE FINISHED FLOOR. DOOR GENERAL NOTES A.METAL DOORS AND FRAMES TO BE PAINTED. B.WOOD DOORS AND FRAMES TO BE PREFINISHED OR PAINTED. VERIFY WITH OWNER ON COLOR. C.PROVIDE SAFETY GLASS AT ALL GLAZING. D.PROVIDE 1x3 MDF CASING ABOVE ALL BI-PASS CLOSET DOOR HEAD. INSTALL OVER DRYWALL FINISH SYSTEM AND PAINT TO MATCH CASEMENT WORK. E.HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATIONS BY WRIST OR ARM PRESSURE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. F.HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS SHALL HAVE A LEVER OR OTHER SHAPE WHICH WILL PERMIT OPERATIONS BY WRIST OR ARM PRESSURE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. G.DOOR HARDWARE SHALL BE MOUNTED AT 36" TO 48" ABOVE THE FLOOR. H.MAXIMUM OPENING FORCE AT ALL DOORS SHALL COMPLY WITH SECTION 1106.3 WAC 51-30. I.REFER TO SHEET A0.0 FOR REQUIRED U-VALUES. J.MAXIMUM THRESHOLD TO BE 1/2" AT BARRIER FREE UNITS AND AT ALL PUBLIC SPACES. K.LEVER HARDWARE SHALL BE USED THROUGHOUT. DOOR ABBREVIATIONS F.C.FOAM CORE FBRGLS.FIBERGLASS DOOR H.C.HOLLOW CORE H.I.HOLLOW IRON INS.INSULATION MSNT.MASONITE COMPOSITE DOOR S.C.SOLID CORE DOOR NOTES 1.CLOSER 2.PANIC HARDWARE 3.DEADBOLT AND PASSAGE 4.PROVIDE AUTOMATIC OPENER AT ENTRY DOORS PER UFSA REQUIREMENTS 5.ELECTRIC STRIKE 6.PROVIDE INTERCOM AT DOOR 7.PROVIDE SIGN ABOVE DOOR TO READ - "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 8.TEMPERED GLASS 9.SMOKE AND DRAFT SEAL (TIGHT FITTING) 10.DOORBELL 11.PEEP HOLE AT 4'-9" A.F.F. (3'-7" AT ACCESSIBLE UNITS) 12.AUTOMATIC CLOSING AND CONNECTED TO FIRE ALARM/SPRINKLER SYSTEM. UNIT TO BE DESIGNED TO INTERFACE WITH ELEVATOR DOOR. VERIFY SIZE WITH ELEVATOR DOOR. PROVIDE MAGNETIC HOLD OPEN DEVICE CONNECTED TO IRE ALARM. EXCEED 450° F ABOVE AMBIENT AT END OF 30 MINUTE FIRE TEST. 13.SIGN ON DOOR (BREEZEWAY SIDE) WITH UNIT NUMBER IN 4" HIGH NUMERALS. COLOR AND STYLE PER OWNER 14 AUTOMATIC CLOSING AND CONNECTED TO FIRE ALARM/SPRINKLER SYSTEM 15.DOOR TO SWING OPEN TO MAGNETIC HOLD-OPEN DEVICE. 16.USE 1" INSULATED GLASS UNITS AT STOREFRONT ENTRANCES PER SPECIFICATIONS 17."HOTEL FUNCTION" SINGLE ACTION INTERCONNECT LOCK AT UNIT ENTRY 18.WALL STOP 19.FLOOR STOP 20.PRIVACY LOCK 21.FIBERGLASS DOOR 22.KEY TO MATCH UNIT ENTRY DOOR 23.NO ACCESS FROM OUTSIDE 24.PASSAGE HARDWARE 25.PUSH STYLE PASSAGE HARDWARE 26.1/2" UNDERCUT 27.PROVIDE 100 SQ.IN. MIN. MAKE-UP AIR. WINDOW NOTES 1 FOR ENERGY REQUIREMENTS - SEE ENERGY CALCULATIONS ON SHEET G002 2 WINDOW OPERATIONAL DIRECTION - SEE BUILDING ELEVATIONS ON SHEET A200 SERIES 3 WINDOW OPENER / LOCK TO BE LOCATED WITHIN ADA REACH RANGE. 4 FRESH AIR TO HABITABLE ROOMS TO BE PROVIDED BY WINDOW AIR INLETS THAT MEET REQUIREMENTS OF IMC, 5 ALL WINDOWS TO RECEIVE FULL WRAP CASEMENT TRIM 6 WINDOWS HAVE SILL AND SKIRT WITH 3 SIDES OF SHEET ROCK 7 RESTRICTOR W/ 4" MAX. OPENING AT WINDOWS WITH SILLS LESS THAN 36 INCHES. 8 TEMPERED GLASS DOOR GENERAL NOTES L.ALL REQUIRED FIRE-RATED DOOR & FRAMES SHALL: BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, THE NAME OF THE MANUFACTURER AND THE IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF MATERIALS AND WORKMANSHIP AT THE FACTORY DURING FABRICATION AND ASSEMBLY. DOORS SHALL BE MAINTAINED SELF-CLOSING OR SHALL BE AUTOMATIC CLOSING BY AUTOMATIC CLOSING BY ACTUATION OF A SMOKE DETECTOR IN ACCORDANCE W/ SECTION 713.2 OF THE IBC. SMOKE AND DRAFT CONTROL DOOR ASSEMBLIES SHALL BE PROVIDED W/ A GASKET SO INSTALLED AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP. VIEWPORT HOLES SHALL NOT EXCEED 1" THROUGH THE DOOR, AND HAVE AT LEAST 1" THICK GLASS DISC AND THE HOLDER SHALL BE OF METAL WHICH WILL NOT MELT OUT WHEN SUBJECT TO TEMPERATURES OF 1,700°F. M.ALL EXTERIOR HOLLOW METAL DOORS WITH INTEGRAL EXTERIOR NAIL FLANGE FOR INTEGRATION WITH WRB. 3" = 1'-0"1DOOR HEAD - EXTERIOR 3" = 1'-0"2DOOR JAMB - EXTERIOR 3" = 1'-0"3WINDOW HEAD 3" = 1'-0"4WINDOW JAMB 3" = 1'-0"5WINDOW SILL #DESC.DATE SD SD/CM SD SD SD/CM SD SD SD/CM 09 29 00.D1 23 31 1305 40 00 8'-0" 8'-0" BATH#1 LDRY KITCHEN HALL LIVING ROOM BEDROOM #1 23 31 13 23 31 13 23 37 00 23 37 00 8'-0" 8'-0" 05 40 00 09 29 00.D1 09 29 00.D1 09 29 00.D1 BATH#2 BATH#1 LDRY KITCHEN BEDROOM #1 BEDROOM #2 LIVING ROOM HALL 8'-0" 8'-0" 8'-0" 8'-0" 23 37 00 23 37 00 23 31 13 05 40 00 23 31 13 23 37 00 23 37 00 8'-0" 09 29 00.D109 29 00.D109 29 00.D1 09 29 00.D1 09 29 00.D1 23 31 13 05 40 00 09 29 00.D1 BATH#2 BATH#1 LDRY BEDROOM #1BEDROOM #2LIVING ROOM KITCHEN HALL 8'-0" REFLECTED CEILING PLAN LEGEND CEILING SOFFIT SOFFIT ELEVATIONS (CLR) J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:34:05 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A700 REFLECTED CEILING PLAN - UNITSAGENCY REVIEW SET 08/16/2023 1/4" = 1'-0" REFLECTED CEILING PLAN - UNIT 1.12 ('A', 'B' & 'S' SIM. 1/4" = 1'-0" REFLECTED CEILING PLAN - UNIT 2.20 ('A', 'B' & 'S' SIM.) 1/4" = 1'-0" REFLECTED CEILING PLAN - UNIT 2.21 ('A', 'B' & 'S' SIM.) KEYNOTES #DESCRIPTION 05 40 00 COLD-FORMED METAL FRAMING 09 29 00.D1 5/8" GYPSUM WALLBOARD 23 31 13 METAL DUCTS 23 37 00 AIR OUTLETS AND INLETS #DESC.DATE SD/CM SD SD SD/CM SD SD SD 8'-0" 8'-0"8'-0" 8'-0" 23 37 00 05 40 00 23 31 13 05 40 00 23 31 13 09 29 00.D1 09 29 00.D1 09 29 00.D109 29 00.D109 29 00.D1 M.BEDROOM KITCHEN LIVING ROOM BEDROOM #1 HALL BATH#2 BATH#1 LDRY 6 A505 6 A505 23 37 00 23 37 00 23 31 13 05 40 00 23 31 13 23 37 00 23 37 00 8'-0"8'-0" 8'-0" 8'-0" 09 29 00.D109 29 00.D109 29 00.D1 09 29 00.D1 BATH#2 BATH#1 HALL LDRY BEDROOM #1 BEDROOM #2 LIVING ROOM KITCHENM.BEDROOM W.I.C. 6 A505 6 A505 6 A505 REFLECTED CEILING PLAN LEGEND CEILING SOFFIT SOFFIT ELEVATIONS (CLR) J O B N O. : I S S U E D A T E : D R A W N B Y : R E V I S E D : S H E E TP R O J E C TSTATE OF WASHINGTON FAX: PHONE: 207 FOURTH AVENUE SOUTHEAST, PUYALLUP, WASHINGTON 98372 ROSS DECKMAN & ASSOCIATES INC. REGISTERED ARCHITECT R D A 253 . 840 . 9405 253 . 840 . 9503 + - WILLIAM BOWDISH 8925 APPROVAL STAMPS C:\Users\Dell\Documents\2120 Tahoma Terra Phase II - CENTRAL_RDA-Cody.rvt8/15/2023 2:34:10 PMTAHOMA TERRA APARTMENTS PHASE II9955 TAHOMA BOULEVARD SE.,YELM, WASHINGTON2120 08/16/2023 VS A701 REFLECTED CEILING PLAN - UNITSAGENCY REVIEW SET 08/16/2023 1/4" = 1'-0" REFLECTED CEILING PLAN - UNIT 2.23 ('A', 'B' & 'S' SIM.) 1/4" = 1'-0" REFLECTED CEILING PLAN - UNIT 3.20 ('A', 'B' & 'S' SIM.) KEYNOTES #DESCRIPTION 05 40 00 COLD-FORMED METAL FRAMING 09 29 00.D1 5/8" GYPSUM WALLBOARD 23 31 13 METAL DUCTS 23 37 00 AIR OUTLETS AND INLETS #DESC.DATE