2021-09-28 Tahoma Terra Architectural D1t1tINTERIOR ELEVATIONSWINDOW TYPESSEE SCHEDULE SHEET A600DOOR TYPES, SEE SCHEDULE SHEET A6001RefEXTERIOR ELEVATIONS1A101SIMBUILDING SECTION1A101SIMCALLOUTSA101SYMBOLS LEGENDDENOTES VISUAL AND HEARING IMPAIRMENT EQUIPPED UNITS1111EARTHAGGREGATE / POROUSCONCRETECONCRETE ASPHALTRIGID INSULATIONBATT INSULATIONCEMENT / CONCRETE UNDERLAYMENTMATERIAL LEGENDJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/29/2021 8:18:26 AMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021AuthorG001dCOVER SHEET -BUILDING DFOR AGENCY REVIEW09/28/2021VICINITY MAPSTRUCTURES ON SITESTRUCTURESFIRE SPRINKLERSOCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTAPARTMENT BUILDINGS NFPR 13R R-2 VB 3-STORY 4CARPORTS N/A U VB 1-STORY 0GARAGES N/A U VB 1-STORY 0TRASH ENCLOSURE N/A U VB 1-STORY 2TOTAL STRUCTURES ON SITE:6REVISIONS# CURRENT REVISION DESCRIPTION REV. DATEDEFERRED SUBMITTALSTHE CONTRACTOR SHALL SUBMIT SEALED SHOP DRAWINGS / LAYOUT DRAWINGS FORTHE FOLLOWING, IF APPLICABLE TO THE ARCHITECT AND / OR ENGINEER FOR THEAPPROVAL PRIOR TO SUBMITTAL TO THE SUPERVISING JURISDICTION1. FIRE ALARM SYSTEM CONSTRUCTION DOCUMENTS (SHOP DRAWINGS)2. AUTOMATIC FIRE SUPRESSION (SPRINKLER) SYSTEM (SHOP DRAWINGS)3. AIR BARRIER TESTING RESULTS4. BASKETBALL COURT / PLAY STRUCTURE COVER5. BICYCLE PARKING COVER6. TRASH / RECYCLING ENCLOSURE7. SIGNSSPECIAL INSPECTIONSMATERIALS TESTING & CONSULTING, INC.2118 BLACK LAKE BLVD SW, OLYMPIA, WA 98512NOTE: AN ESTABLISHED AND WABO REGISTERED AGENCY REGULARLYENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION SERVICES,AND WHICH ALSO MEETS THE APPLICABLE REQUIREMENTS SPECIFIED INSECTIONS 1702.1.1 THROUGH 1703.1.3, WHEN THE AGENCY HAS BEENAPPROVED BY THE BUILDING OFFICIAL.1 SEE S1.0PROJECT INFORMATIONOWNERSOUNDBUILT HOMESPO BOX 73790PUYALLUP, WA 98373PHONE: 253.820.7835CONTACT: EVAN MANNEMAIL: evan@soundbuilthomes.comPROJECT SCOPE PROPOSED MULTI-FAMILY RESIDENCESPARCEL78640000015PROJECT LOCATION 14301 TAHOMA BLVD SEYELM, WA 98597SITE ZONINGMPC - MASTER PLANNED COMMUNITYZONING JURISDICTION CITY OF YELMSITE USEAPARTMENTS (MULTI-FAMILY)LEGAL DESCRIPTION Section 24 Township 17 Range 1E Quarter SWSW Plat TAHOMA TERRA PH 1 DIV 1 TR 12(FUTURE PHASE) Document 3830707SET BACK - FRONTAGE: 15'-0"SET BACK - SIDES: 10'-0"SET BACK - REAR: 10'-0"SITE AREA2.86 ACRES (124,789 SF)LOT COVERAGE MAX. IMPERVIOUSSURFACE60%MAXIMUM UNIT DENSITY (UNITS / ACRE) 35%BUILDING STRUCTURE HEIGHT LIMIT ALLOWED: 3 STORIESSITE AREAPROPERTY AREA AREA (SF)SITE AREA 2.87 acres 125,212 SFPROJECT TEAMOWNERTAHOMA TERRA HOLDINGS LLCPO BOX 73790PUYALLUP, WA 98373CLIENTSOUNDBUILT HOMESPO BOX 73790PUYALLUP, WA 98373PHONE: 253.820.7835CONTACT: EVAN MANNEMAIL: evan@soundbuilthomes.comCIVIL ENGINEERHATTON GADOT PANTIER3910 MARTIN WAY E., SUITE BOLYMPIA, WA 98372PHONE: 360.943.1599CONTACT: JIM COOKEMAIL: JimC@hattonpantier.comARCHITECTROSS DECKMAN & ASSOCIATES, INC.207 4TH AVE. S.E.PUYALLUP, WA. 98372PHONE: 253.840.9405CONTACT: BILL BOWDISHEMAIL: BILL@RDARCHITECT.COMSTRUCTURAL ENGINEERCT ENGINEERING INC.180 NICKERSON STREET, SUITE 302SEATTLE, WA 98109PHONE: 206.285.4512CONTACT: SARAH GEHRKEEMAIL: SGehrke@ctengineering.comLANDSCAPE ARCHITECTHATTON GADOT PANTIER3910 MARTIN WAY E., SUITE BOLYMPIA, WA 98372PHONE: 360.943.1599CONTACT: CHRIS ALDRICHEMAIL: ChrisA@hattonpantier.comGEOTECHNICAL ENGINEEREARTH SOLUTIONS NW INC.1805 136TH PL NE, SUITE 201BELLEVUE, WA 98005PHONE: 425.449.4704CONTACT: RAY COGLASEMAIL: RAY.COGLAS@EARTHSOLUTIONSNW.COMMECHANICAL, ELECTRICAL,PLUMBING ENGINEERMATHEWS CONSULTINGPO BOX 766ENUMCLAW, WA 98022PHONE: 253.804.0737CONTACT: KEITH MATHEWSKEITH@MATHEWSCONSULTING.COMABBREVIATIONSMAT MATERIALMAX MAXIMUMMECH MECHANICALMED MEDICINEMET METALMET STD METAL STUDMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSML METAL LATHMTD MOUNTEDMW MILLWORKN NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEO2 OXYGENOC ON CENTEROD OUTSIDE DIAMETEROH OPPOSITE HANDOPNG OPENINGPL PLATEPLAS PLASTIC LAMINATEPLAS PLASTERPLMB PLUMBINGPTN PARTITIONR RUBBERRAD RADIUSRD ROOF DRAINRECP RECEPTACLEREF REFERENCEREFRIG REFRIGERATORREINF REINFORCEREQD REQUIREDRESIL RESILIENTREV REVISIONRM ROOMS SLIDES/S SERVICE SINKSC SOLID CORESCH SCHEDULESECT SECTIONSERV SERVICESHT SHEETSIM SIMILARSL SLIDINGSM SHEET METALSNK SINKSPEC SPECIFICATIONSSQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSTORE STORAGESTR STRUCTURALSUSP SUSPENDT/C TOP OF CURBTB TACKBOARDTEL TELEPHONETHK THICKTK THICKNESSTOIL TOILETTRANS TRANSFORMERTV TELEVISIONTYP TYPICALUL UNDERWRITERSLABORATORIESUNO UNLESS OTHERWISE NOTEDV VINYLVB VIEW BOXESVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDW WIDTHW / WITHW / O WITHOUTWC WHEELCHAIRWC WATER CLOSETWD WOODWP WATERPROOFWT WEIGHTWWF WIELDED WIRE FABRICABBREVIATIONSAB ANCHOR BOLTACOUS ACOUSTICACT ACOUSTICAL CEILING TILEAFF ABOVE FINISHED FLOORALUM ALUMINUMARCH ARCHITECTURALAT ACOUSTIC TILEAUTO AUTOMATICBITUM BITUMINOUSBL BORROWED LIGHTBLDG BUILDINGBLK BLOCKBM BEAMBOT BOTTOMCAB CABINETCC CUBICLE CURTAINCEM CEMENTCG CORNER GUARDCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLOS CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CASED OPENINGCOL COLUMNCONC CONCRETECONT CONTINUOUSCONTR CONTRACT OR CONTRACTORCSS CLINICAL SERVICE SINKCT CERAMIC TILECTR COUNTERCTRFLASHCOUNTER FLASHDET DETAILDIA DIAMETERDIM DIMENSIONDIS DISPENSERDN DOWNDWG DRAWINGEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEXIST EXISTINGFD FLOOR DRAINFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFHV FIRE HOSE VALVEFIN FINISHFL FLOORFLASH FLASHINGFR FRAMEFT FEET OR FOOTFTG FOOTINGFURR FURRINGGA GAUGEGALV GALVANIZEDGL GLASSGYP BD GYPSUM BOARDHC HOLLOW COREHFS HALF FULL SIZEHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHTG HEATINGID INSIDE DIAMETERIN INCHINCL INCLUDEDINFO INFORMATIONINSUL INSULATIONINT INTERIORJC JANITOR CLOSETJT JOINTLAM LAMINATEDLAT LAY-IN ACOUSTICAL TILELAV LAVATORYLK LOCKERSMAS MASONRYSHEET INDEX - BUILDING DSHEET # SHEET NAME REV. # REV. DATEENV4.5 FENESTRATION FLASHING SEQUENCING DETAILSENV4.6 FENESTRATION FLASHING SEQUENCING DETAILSENV5.0 TYPICAL AIR BARRIER DETAILSENV5.1 WALL PENETRATIONS AND CLADDING DETAILSENV5.2 WALL PENETRATIONS AND CLADDING DETAILSENV6.0 DECK DETAILSENV7.0 ROOF DETAILSENV7.1 ROOF DETAILSSHEET INDEX - BUILDING DSHEET # SHEET NAME REV. # REV. DATE1.GENERALG001 COVER SHEETG002 PROJECT STATISTICSG003 GENERAL NOTESG005 RATED / NON-RATED ASSEMBLIESG006 SITE DETAILSG124 BUILDING 'D' FIRE EXIT & LIFE SAFETY PLANS2.CIVILC# PER CIVIL DRAWING INDEX3.LANDSCAPEL# PER LANDSCAPE DWG INDEX4.STRUCTURALS1.0 STRUCTURAL NOTESS1.1 STRUCTURAL NOTES AND SCHEDULESS1.2 SHEARWALL SCHEDULE AND DETAILSS1.3 HOLDOWN SCHEDULE AND DETAILSDS2.1 FOUNDATION PLANDS2.2 SECOND FLOOR FRAMING PLANDS2.3 THIRD FLOOR FRAMING PLANDS2.4 ROOF FRAMING PLANS6.0 CONCRETE DETAILSS6.1 CONCRETE DETAILSS9.0 WOOD DETAILSS9.1 WOOD DETAILS5.ARCHITECTURALA107 BUILDING 'D' FLOOR PLANSA108 BUILDING 'D' FLOOR & ROOF PLANSA204 BUILDING 'D' EXTERIOR ELEVATIONSA301 BUILDING SECTIONS (TYPICAL)A302 BUILDING SECTIONSA304 BUILDING TRANSVERSE SECTIONS - C&DA305 WALL SECTIONSA306 WALL SECTIONSA401 ENLARGED UNIT PLAN - 3.01A402 ENLARGED UNIT PLAN - 3.02A404 ENLARGED UNIT PLAN - 3.02BA420 STAIRWAY / BREEZEWAY PLANSA501 DETAILSA502 DETAILSA503 DETAILSA504 DETAILS - BREEZEWAY / DECKA505 DETAILSA506 DETAILS - MISC.A508 DETAILS - FIRESTOPPINGA600 DOOR / WINDOW / ROOM FINISH SCHEDULES6.MECHANICAL / PLUMBINGM-001 MECHANICAL LEGEND & NOTESM-002 MECHANICAL SCHEDULESM-003 MECHANICAL SPECIFICATIONSM-004 MECHANICAL SPECIFICATIONSM-104 FOUNDATION PLAN - BUILDING DM-207 MECHANICAL PLANS - BUILDING DM-208 MECHANICAL PLANS - BUILDING DM-301 ENLARGED UNIT PLUMBING PLANSM-302 ENLARGED UNIT PLUMBING PLANSM-303 PLUMBING DETAILSM-304 RISER DIAGRAMSM-401 ENLARGED UNIT HVAC PLANSM-402 ENLARGED UNIT HVAC PLANS7.ELECTRICALE-001 ELECTRICAL LEGEND, ABBREV LIST & NOTESE-002 ELECTRICAL SPECIFICATIONSE-003 ELECTRICAL SPECIFICATIONSE-100 ELECTRICAL SITE PLANE-304 ELECTRICAL PLANS - BUILDING DE-305 ELECTRICAL PLANS - BUILDING DE-401 ENLARGED UNIT PLANSE-402 ENLARGED UNIT PLANSE-504 ONE-LINE DIAGRAM & SCHEDULES - BUILDING DE-701 ELECTRICAL DETAILSE-801 ELECTRICAL SCHEDULES8.ENVELOPEENV0.0 ENVELOPE GENERAL NOTESENV1.D1 ELEVATIONS BUILDING DENV1.D2 ELEVATIONS BUILDING DENV2.0 WALL SECTIONSENV2.1 WALL SECTIONSENV3.0 FOUNDATION DETAILSENV4.0 DOOR DETAILSENV4.1 WINDOW DETAILSTAHOMA TERRAAPARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597UNIT MATRIXUNIT # UNIT COUNT BED COUNT PARKING/DUSTALLSREQUIRED3.01 4 1 1.5 63.02 20 2 1.5 303.02A 2 2 1.5 33.02B 10 2 1.5 153.03 4 2 1.5 63.05 4 3 2 83.05A 1 3 2 23.05B 3 3 2 64876CODE ANALYSISCODE: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 & 51-11RICC A117.1-2009OCCUPANCY CLASSIFICATION: R-2 (RESIDENTIAL APARTMENTS)A-3 / B (REC / OFFICES)CONSTRUCTION TYPE: VBBUILDING TYPE: 3 STORY (APARTMENTS)REC. / OFFICESFIRE SPRINKLERS: (APARTMENTS) NFPA 13# 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/29/2021 11:15:50 AMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHG002PROJECT STATISTICSFOR AGENCY REVIEW09/28/2021NOTE: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)BUILDING LEVELAREABUILDING ABUILDING A L15,531 SFBUILDING A L25,274 SFBUILDING A L34,677 SF15,482 SFBUILDING BBUILDING B L14,995 SFBUILDING B L24,739 SFBUILDING B L34,739 SF14,473 SFBUILDING CBUILDING C L14,995 SFBUILDING C L24,739 SFBUILDING C L34,739 SF14,473 SFBUILDING DBUILDING D L14,995 SFBUILDING D L24,739 SFBUILDING D L33,563 SF13,297 SFENERGY REQUIREMENTS - APARTMENTS2018 WASHINGTON STATE ENERGY CODEPRESCRIPTIVE BUILDING ENVELOPE OPTION (MULTIFAMILYRESIDENTIAL)CLIMATE ZONE 4CINSULATION REQUIREMENTSREQ. PERTABLE 406GLAZING U-FACTOR - VERTICALU=0.30DOOR W/ GLAZING U-FACTORU=0.30CEILINGR-49VAULTED CEILINGR-49WALL ABOVE GRADER-21FLOORR-30SLAB ON GRADER-10, 2F.T.HEATING:UNITS-BEDROOMSELECTRICRESISTANCEUNITS-LIVING ROOMSDUCTLESSMINI-SPLITHEAT PUMPSYSTEMALLOWABLE AREA (PER SECTION 506.1 (EQUATION 5-1)) Aa = At + (At x If) + (At x Is)Aa = ALLOWABLE AREA PER STORYAt = ALLOWABLE AREA PER STORY (FROM TABLE 503)If = AREA INCREASE FACTOR DUE TO FRONTAGE (PER SECTION 506.2)Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION (PER SECTION 506.3) FRONTAGE INCREASE (PER SECTION 506.2(EQUATION 5-2))If = [F/P - .25] W/30 If = AREA INCREASE DUE TO FRONTAGEF = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACEHAVING 20 FEET OPEN MINIMUM WIDTH (FEET)P = PERIMETER OF ENTIRE BUILDING (FEET)W = WIDTH OF PUBLIC WAY OR OPEN SPACE (FEET) IN ACCORDANCE WITH SECTION 506.2.1AREA CALCULATIONS:PLUMBING FIXTURE DATAFIXTURESBUILDING ABUILDING BBUILDING CBUILDING DTOTAL FIXTURESUNITSDFU PRIVATEDFU TOTALDISHWASHERS12 12 12 12 48 48.0 3.0 144.0DRINKING FOUNTAINS0 0 0 0 0 0.0 0.5 0.0LAVATORIES24 24 24 20 92 92.0 1.0 92.0SHOWERS12 12 12 8 44 44.0 2.0 88.0SINKS12 12 12 12 48 48.0 2.0 96.0TUB / SHOWERS12 12 12 12 48 48.0 2.0 96.0URINALS0 0 0 0 0 0.0 2.0 0.0WASHER / DRYER STACKED 11 10 12 12 45 45.0 2.0 90.0WASHERS1 2 0 0 3 3.0 2.0 6.0WATER CLOSETS24 24 24 20 92 92.0 3.0 276.0TOTAL FIXTURES108 108 108 96 888.0BUILDING :AREA INCREASEIf===ALLOWED AREA=Aa===0.55 x 0.870.4827,000' + ( 7,000' x 0.482 )7,000' + 3,37131,113.7 SF ( ALLOWED)VBA5,531 ft² PROPOSED AREA (TOTAL)10,371' x ( 3 STORY)( 248 / 310 -0.25 ) x [ (93 x 20 + 62 x 0 + 155 x 30 ) / 248 ] / 30BUILDING :AREA INCREASEIf===ALLOWED AREA=Aa===0.75 x 0.830.6257,000' + ( 7,000' x 0.625 )7,000' + 4,37534,125 SF ( ALLOWED)VBB13,947 ft² PROPOSED AREA (TOTAL)11,375' x ( 3 STORY)( 300 / 300 -0.25 ) x [ (90 x 20 + 150 x 30 ) / 300 ] / 30BUILDING :AREA INCREASEIf===ALLOWED AREA=Aa===0.75 x 0.830.6257,000' + ( 7,000' x 0.625 )7,000' + 4,37534,125 SF ( ALLOWED)VBC13,947 ft² PROPOSED AREA (TOTAL)11,375' x ( 3 STORY)( 300 / 300 -0.25 ) x [ (90 x 20 + 150 x 30 ) / 300 ] / 30BUILDING :AREA INCREASEIf===ALLOWED AREA=Aa===0.75 x 0.830.6257,000' + ( 7,000' x 0.625 )7,000' + 4,37534,125 SF ( ALLOWED)VBD12,771 ft² PROPOSED AREA (TOTAL)11,375' x ( 3 STORY)( 300 / 300 -0.25 ) x [ (90 x 20 + 150 x 30 ) / 300 ] / 30APARTMENT GLAZING %BUILDING GLAZING AREA WALL AREA GLAZING AREA %BUILDING A 2,428 SF 24,293 SF 9.99%BUILDING B 2,299 SF 22,623 SF 10.16%BUILDING C 2,299 SF 22,623 SF 10.16%BUILDING D 2,045 SF 20,871 SF 9.80%ENERGY CREDITS (TABLE 406.3)OPTION DESCRIPTION CREDITS3.4 DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM, ZONALCONTROL: IN HOMES WHERE THE PRIMARY SPACE HEATINGSYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESSMINI-SPLIT HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THELARGEST ZONE OF THE HOUSING UNIT.TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMITDRAWINGS SHALL SPECIFY THE OPTION BEING SELECTEDAND SHALL SPECIFY THE HEATING EQUIPMENT TYPE ANDTHE MINIMUM EQUIPMENT EFFICIENCY.25.5 WATER HEATING SYSTEM SHALL INCLUDE ONE OF THEFOLLOWING:ELECTRIC HEAT PUMP WATER HEATER MEETING THESTANDARDS FOR TIER III OF NEEA'S ADVANCED WATERHEATING SPECIFICATIONORFOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATERHEATER(S), MEETING THE STANDARDS FOR TIER III OFNEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALLSUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATERHEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALLHOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BEINSULATED WITH R-8 MINIMUM PIPE INSULATION. TO QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGSSHALL SPECIFY THE OPTION BEING SELECTED AND SHALLSPECIFY THE WATER HEATER EQUIPMENT TYPE AND THEMINIMUM EQUIPMENT EFFICIENCY.2.5TOTAL CREDITS4.5BUILDING / UNIT NET AREASUNIT # UNIT TYPENET LIVINGSPACE PERUNITTOTAL NETAREASCOUNTBUILDING AUNIT 3.03 2BDR / 2BA 943 SF 3,773 SF 4UNIT 3.05 3BDR / 2BA 1,095 SF 4,381 SF 4UNIT 3.05A 3BDR / 2BA 1,096 SF 1,096 SF 1UNIT 3.05B 3BDR / 2BA 1,096 SF 3,289 SF 312,539 SF 12BUILDING BUNIT 3.02 2BDR / 2BA 961 SF 7,687 SF 8UNIT 3.02A 2BDR / 2BA 964 SF 1,928 SF 2UNIT 3.02B 2BDR / 2BA 964 SF 1,928 SF 211,543 SF 12BUILDING CUNIT 3.02 2BDR / 2BA 961 SF 7,687 SF 8UNIT 3.02B 2BDR / 2BA 964 SF 3,856 SF 411,543 SF 12BUILDING DUNIT 3.01 1BDR / 1BA 684 SF 2,735 SF 4UNIT 3.02 2BDR / 2BA 961 SF 3,843 SF 4UNIT 3.02B 2BDR / 2BA 964 SF 3,856 SF 410,434 SF 12TOTAL No. OF UNITS: 4846,060 SF 48UNIT DESCRIPTIONSUNIT # UNIT TYPE COUNTUNIT 3.01 1BDR / 1BA 4UNIT 3.02 2BDR / 2BA 20UNIT 3.02A 2BDR / 2BA 2UNIT 3.02B 2BDR / 2BA 10UNIT 3.03 2BDR / 2BA 4UNIT 3.05 3BDR / 2BA 4UNIT 3.05A 3BDR / 2BA 1UNIT 3.05B 3BDR / 2BA 3TOTAL No. OF UNITS: 4848UNIT TYPE 'A'UNIT # UNIT TYPE TYPE COUNTUNIT 3.02A 2BDR / 2BA TYPE 'A' 2UNIT 3.05A 3BDR / 2BA TYPE 'A' 1TOTAL No. OF UNITS: 33UNIT TYPE 'B'UNIT # UNIT TYPE TYPE COUNTUNIT 3.02B 2BDR / 2BA TYPE 'B' 10UNIT 3.05B 3BDR / 2BA TYPE 'B' 3TOTAL No. OF UNITS: 1313UNIT TYPE 'STANDARD'UNIT # UNIT TYPE TYPE COUNTUNIT 3.01 1BDR / 1BA STANDARD 4UNIT 3.02 2BDR / 2BA STANDARD 20UNIT 3.03 2BDR / 2BA STANDARD 4UNIT 3.05 3BDR / 2BA STANDARD 4TOTAL No. OF UNITS: 3232OCCUPANT LOADSLEVEL UNIT # CLASS. COUNT AREAAREA PERPERSONOCC.CALCULATIONOCC.(RND.)BUILDING AL1 UNIT 3.05A R-2 1 1,096 SF 200 5.5 6L1 UNIT 3.05B R-2 3 1,096 SF 200 16.4 18L2 UNIT 3.05 R-2 4 1,095 SF 200 21.9 24L3 UNIT 3.03 R-2 4 943 SF 200 18.9 2062.7 68BUILDING BL1 UNIT 3.02A R-2 2 964 SF 200 9.6 10L1 UNIT 3.02B R-2 2 964 SF 200 9.6 10L2 UNIT 3.02 R-2 4 961 SF 200 19.2 20L3 UNIT 3.02 R-2 4 961 SF 200 19.2 2057.7 60BUILDING CL1 UNIT 3.02B R-2 4 964 SF 200 19.3 20L2 UNIT 3.02 R-2 4 961 SF 200 19.2 20L3 UNIT 3.02 R-2 4 961 SF 200 19.2 2057.7 60BUILDING DL1 UNIT 3.02B R-2 4 964 SF 200 19.3 20L2 UNIT 3.02 R-2 4 961 SF 200 19.2 20L3 UNIT 3.01 R-2 4 684 SF 200 13.7 1652.2 56TOTAL OCCUPANTS230.3 244UNIT MATRIX - GROSS AREASUNIT NAMEAREAUNIT 3.01LIVING SPACE746 SFPATIO71 SFSTO23 SF840 SFUNIT 3.02LIVING SPACE1,039 SFPATIO71 SFSTO24 SF1,133 SFUNIT 3.03LIVING SPACE1,024 SFPATIO70 SFSTO24 SF1,118 SFUNIT 3.05LIVING SPACE1,173 SFPATIO70 SFSTO24 SF1,267 SFUNIT MATRIX - NET AREASUNIT NAMEAREAUNIT 3.01LIVING SPACE684 SFPATIO / DECK66 SFSTORAGE16 SF766 SFUNIT 3.02LIVING SPACE964 SFPATIO / DECK66 SFSTORAGE17 SF1,047 SFUNIT 3.03LIVING SPACE948 SFPATIO / DECK66 SFSTORAGE17 SF1,030 SFUNIT 3.05LIVING SPACE1,106 SFPATIO / DECK65 SFSTORAGE17 SF1,187 SF# DESC. DATEFUEL NORMALIZATION (WSEC TABLE 406.2)OPTION DESCRIPTION (2018 WSEC) CREDITS4 DHP WITH ZONAL ELECTRIC RESISTANCE PER OPTION 3.4 0.5TOTAL CREDITS0.5
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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:59:39 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHG003GENERAL NOTESFOR AGENCY REVIEW09/28/2021THE NOTES PROVIDED ON THIS SHEET, AND IN THIS SET OF CONSTRUCTIONDOCUMENTS, IN NO WAY, EXCLUDES ADDITIONAL REQUIREMENTS PERTINENT TO THEAPPROVAL BY THE LOCAL JURISDICTION. THESE NOTES SERVE ONLY ASGUIDELINES FOR REQUIREMENTS MOST SIGNIFICANT TO THIS CONSTRUCTIONTYPE. 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 REQUIREMENTS01. GLAZING SHALL BE CERTIFIED AND LABELED WITH ITS U-FACTOR BY ANINDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION ANINDEPENDENT AGENCY LICENSED BY THE NATIONAL FENESTRATION RATINGCOUNCIL (NFRC)02. ATTIC ACCESS DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO THESAME R-VALUE AS THE CEILING IN WHICH IT IS LOCATED03. 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, OPENINGSBETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND WALLPANELS03.b OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORSAND ROOFS03.c ALL OTHER OPENINGS IN THE BUILDING ENVELOPE FOR ALL OCCUPANCIES ANDALL OTHER OPENINGS IN BETWEEN UNITS IN R-2 OCCUPANCIES04. ALL RECESSED LIGHTING FIXTURES TO BE IC RATED.05. EACH HEATING AND/OR COOLING SYSTEM SHALL BE PROVIDED WITH AT LEASTONE THERMOSTAT. WHEN USED FOR HEATING ONLY, THE THERMOSTAT SHALLBE CAPABLE OF BEING SET BY ADJUSTMENT OR SELECTION OF SENSORSFROM 55 DEGREES TO 75 DEGREES FAHRENHEIT. WHEN USED FOR COOLINGONLY, THE THERMOSTAT SHALL BE CAPABLE OF BEING SET BY ADJUSTMENTOR SELECTION OF SENSORS FROM 70 DEGREES TO 85 DEGREES FAHRENHEIT.WHEN USED BOTH FOR HEATHING AND COOLING, THETHERMOSTAT SHALL BECAPABLE 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. AREADILY ACCESSIBLE MANUAL OR AUTOMATIC MEANS SHALL BE PROVIDED TOPARTIALLY RESTRICT OR SHUT OFF THE HEATING AND/OR COOLING INPUT TOEACH ROOM.06. THE REQUIRED THERMOSTAT, OR ALTERNATE MEANS SUCH AS A SWITCH ORCLOCK, SHALL PROVIDE A READILY ACCESSIBLE, MANUAL OR AUTOMATICMEANS FOR REDUCING THE ENERGY REQUIRED FOR HEATING AND COOLINGDURING THE PERIODS OF NON-USE OR REDUCED NEED, SUCH AS, BUT NOTLIMITED TO, UNOCCUPIED PERIODS AND SLEEPING HOURS. LOWERINGTHERMOSTAT SET POINTS TO REDUCE ENERGY CONSUMPTION OF HEATINGSYSTEM SHALL NOT CAUSE ENERGY TO BE EXPENDED TO REACH THEREDUCED SETTINGGENERAL NOTES01. CONTRACTOR SHALL VERIFY CONTINUITY OF DIMENSIONS. FAILURE TO NOTIFYARCHITECT OF DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTIONSIGNIFIES 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., ANDICC/ANSI03. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALLEXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITYLOCATIONS . CARE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCETO EXISTING UTILITIES.04. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY OTHERTHAN THE BUILDING PERMIT. CONTRACTOR SHALL ALSO PAY FOR ALL OTHERCHANGES, FEES, OR COSTS CHARGED BY THE BUILDING AND CONSTRUCTIONDEPARTMENTS, UTILITY AGENCIES, OR PRIVATE COMPANIES WHICH REQUIRESSUCH COSTS FOR OR PRIOR TO INSTALLATIONS. THIS INCLUDES STREETPERMITS AND ALL UTILITIES AS WELL AS BONDING.05. CONTRACTOR SHALL CONFIRM & PAY EXPENSES RELATED TO SPECIFICREQUIREMENTS OF GOVERNMENT AGENCIES, I.E. FIRE DEPARTMENT & POSTOFFICE 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 TOTHE OWNER. CONTRACTOR IS RESPONSIBLE FOR APPROVALS, REMOVAL,DISPOSAL, & CERTIFICATION AS REQUIRED BY LAW.07. SAFETY: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETYPRECAUTIONS & METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURESREQUIRED 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 ANDCENTERLINE OF PARTY WALLS UNLESS NOTED OTHERWISE. CONTACTARCHITECT FOR ANY REQUIRED CLARIFICATIONS. FIELD VERIFY EXISTINGDIMENSIONS AND REPORT ANY DISCREPANCIES.10. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE INCOMMON USE. THE ARCHITECT WILL DEFINE THE USE OF ANY IN QUESTION.11. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THATTHEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL.12. WOOD: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURETREATED PER CURRENT INTERNATIONAL BUILDING CODE. PRESSURE TREATEDWOOD SHALL ALSO BE USED FOR WOOD MEMBERS WHICH FORM THESTRUCTURAL SUPPORT OF PORCHES, DECKS, AND TRELLISES, ETC.13. ALL EXTERIOR DOORS AND WINDOWS SHALL BE FULLY WEATHER-STRIPPEDAND GASKETED. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORSSHALL BE CERTIFIED AND LABELED. ALL EXTERIOR GLAZING TO BEDOUBLE-GLAZED AND MEET THE MINIMUM REQUIREMENTS AS SET FORTH INTHE 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 SHEATHINGTYPICAL INCLUDING AREAS WHERE BATHTUBS, LAVATORIES, AND KITCHENWALL AND BASE CABINETS MAY OCCUR.15. ALL TEARS & JOINTS IN BATT INSULATION AT EXTERIOR WALLS SHALL BESEALED PRIOR TO BEING COVERED.16. OPENINGS: ALL OPENINGS SHALL BE CAULKED, SEALED, ORWEATHER-STRIPPED.17. PROVIDE NEAT CUTS WHERE UTILITIES PENETRATE RATED WALL AND FLOORASSEMBLIES AND SEAL WITH NON-COMBUSTIBLE MATERIAL IMPERVIOUS TOTHE PASSAGE OF SMOKE.18. TO PROVIDE ADEQUATE SOUND ATTENUATION COMPLETELY SEAL VERTICALEDGES, BOUNDARY EDGES, FLOOR JOINTS AND AROUND PENETRATIONS INCOMMON WALLS AND/OR CEILINGS COMMON WITH ADJACENT UNITS ORCOMMON STAIRWAYS.19. TRADES REQUIRING HOLES IN STRUCTURAL MEMBERS SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO CUTTING.20. WHERE RECESSED CABINETS (FIRE EXTINGUISHERS, ETC.) OCCUR IN FIRERATED WALLS, LINE OPENING WITH 5/8" TYPE 'X' GWB, INCLUDING SURFACEBEHIND CABINET, BLOCK AROUND.21. CEILINGS SHALL HAVE CONTINUOUS FIRE RESISTIVE MEMBRANES BUT MAYHAVE 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 OTHERAPPROVED MATERIALS AND SHALL NOT BE GREATER THAN 16 SQUARE INCHESIN AREA. -STEEL ELECTRICAL BOXES GREATER THAN 16 SQUARE INCHES IN AREA SUCHAS RECESSED LIGHTS MAY BE USED IF THE BOXES ARE IDENTIFIED ASAPPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION OR THE BOXES ARE"TENTED" WITH APPROVED MATERIALS INSTALLED IN SUCH A FASHION THATWILL MAINTAIN THE FIRE-RESISTIVENESS OF THE CEILING ASSEMBLY.22. ILLUMINATED EXIT SIGNS ARE REQUIRED AT ALL ENCLOSED EXIT DOORSTHROUGHOUT THE APARTMENT COMPLEX, SERVING AN OCCUPANT LOAD OFMORE THAN TEN. EXIT SIGNS SHALL COMPLY WITH THE IBC.23. ALL OCCUPANCY SEPARATIONS WILL REQUIRE APPROVED FIRE/SMOKEDAMPERS.PLUMBING NOTES01. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALLREQUIRED PERMITS.02. CONTRACTOR SHALL SUPPLY AND INSTALL ALL HUDEE RINGS.03. CONTRACTOR SHALL PROVIDE HOSE BIBS AND TAPS FOR OUTSIDE WATERSYSTEM WITH APPROVED BACKFLOW DEVICES. VERIFY NUMBER PER BUILDINGWITH ARCHITECT OR OWNER. WRAP ALL EXPOSED PIPE. CAULK AND SEAL ALLWALL PENETRATIONS.04. CONTRACTOR SHALL INSTALL ALL CONDENSATES AND OVERFLOWS.05. CONTRACTOR SHALL PROVIDE INTEGRAL STOPS AT ALL FIXTURES.06. LAVATORY SINKS, KITCHEN FAUCETS AND SHOWER FAUCETS SHALL HAVE AMAXIMUM WATER FLOW RATE OF 2.5 GALLONS PER MINUTE. LAVATORY ANDKITCHEN FAUCETS SHALL BE EQUIPPED WITH AERATORS. (UPC SEC. 402)07. WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF 1.6GALLONS PER FLUSH. (UPC SEC. 402)08. PROVIDE A MINIMUM DRAIN SLOPE OF 1/8" VERTICAL TO 12" HORIZONTAL.09. ALL PLUMBING PENETRATIONS OF THE ROOF SHALL BE GROUPED/ALIGNEDFOR APPEARANCE.10. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATIONBACKFILL AND COMPACTION FOR THEIR WORK.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HOOK-UP OF BUILDINGPLUMBING TO EXTERIOR STUBS.MECHANICAL NOTES01. ALL BATHROOMS AND LAUNDRY AREAS SHALL BE PROVIDED WITH EXHAUSTFANS CAPABLE OF FIVE (5) AIR CHANGES PER HOUR AND SHALL EXTEND TOTHE OUTSIDE FACE OF THE BUILDING WITH A BACKDRAFT DAMPER.02. MECHANICAL CONTRACTOR SHALL PROVIDE SPECIFICATIONS FOR HVAC UNITS,IF APPLICABLE. SYSTEM SHALL MEET MINIMUM REQUIREMENTS AS SET FORTHIN ENERGY CALCULATIONS.03. ALL VENT PENETRATIONS OF THE ROOF SHALL BE GROUPED/ALIGNED FORAPPEARANCE.04. VENT DUCTS TO BE CONSTRUCTED OF 26 GAUGE METAL.ELECTRICAL NOTES01. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALLREQUIRED PERMITS.02. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATIONBACKFILL AND COMPACTION FOR THEIR WORK.03. ALL SWITCHES TO BE MOUNTED 48" ABOVE FINISHED FLOOR UNLESSOTHERWISE NOTED. BATHROOM AND KITCHEN RECEPTACLES TO BE MOUNTED42" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. VERIFY ALL SWITCHAND OUTLET HEIGHTS ABOVE CABINET WORK IN ORDER TO CLEARBACKSPLASH.04. ELECTRICAL OUTLET BOXES IN THE AREA-SEPARATION WALLS SHALL BESTEEL, AND SHALL NOT EXCEED 16" SQ. INCHES PER 100 SQ. FT. OF WALLAREA, AND SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" WHENON OPPOSITE SIDES OF THE WALL.05. PROVIDE SMOKE DETECTORS AS SHOWN ON PLAN (ONE IN EACH SLEEPINGROOM, AND ONE CENTRALLY LOCATED IN CORRIDOR PROVIDING ACCESS TOSLEEPING ROOMS). DETECTORS SHALL BE POWERED BY THE UNIT'S POWERSUPPLYAND EQUIPPED WITH A BATTERY BACKUP. ALL DETECTORS IN ADWELLING UNIT SHALL BE WIRED SO THAT ALL SHALL SOUND AT ONCE.06. CONTRACTOR SHALL PROVIDE AND INSTALL ALL BATHROOM AND LAUNDRYAREA EXHAUST FANS.07. CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXTERIOR LIGHTINGFIXTURES.08. CONTRACTOR SHALL PROVIDE AND INSTALL PLATE GASKETS ON ALLRECEPTACLE SWITCHES OR OTHER ELECTRICAL BOXES IN EXTERIOR ORINTERIOR WALLS. (AS REQUIRED BY ENERGY CODE)09. RANGE HOOD WILL BE INSTALLED BY OTHERS. CONNECTION TO ELECTRICALSYSTEM WILL BE MADE BY ELECTRICAL CONTRACTOR.10. CONTRACTOR SHALL INSTALL PIGTAIL ON DRYER AND RANGE (PIGTAILPROVIDED BY CONTRACTOR).FRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AND ATTICACCESSES.02. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).03. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS AT TUB/SHOWER TOENSURE PROPER FIT.#DESC.DATE
1-HR. RATED WALL ASSEMBLY (EXTERIOR, FIRE-SIDE AT INTERIOR)4.0- VINYL SIDING- 60 MIN JUMBO TEX BUILDING PAPER OR EQUAL - 7/16" SHEATHING PER STRUCTURAL- 2X6 STUDS AT 16" O.C.- R-21 BATT INSULATION- VAPOR RETARDER (1 PERM MAX.)- (1) LAYER 5/8" TYPE 'X' GWBCALCULATED 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 ELEVATIONS2. 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 WALLBOARDEXTERIORINTERIOR12341-HR. RATED WALL ASSEMBLY (BREEZEWAY / UNIT)5.0PER GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL, 20TH EDITION (2012)FILE NUMBER WP8105(STC RATING OF 50 TO 54)1. EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2x4 WOOD STUDS WITH 1-3/4" GALVANIZED ROOFING NAILS, 0.120" SHANK, 7/16" OR 1/2" HEADS, 4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS.2. INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER- RESISTANT BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6d COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C.BREEZEWAYUNIT- VINYL SIDING- 60 MIN JUMBO TEX BUILDING PAPER OR EQUAL - 5/8" TYPE 'X' GYPSUM SHEATHING- 7/16" SHEATHING PER STRUCTURAL- 2X6 STUDS AT 16" O.C.- R-21 BATT INSULATION (NOT REQ'D AT GARAGES)- VAPOR RETARDER (1 PERM MAX.)- (1) LAYER 5/8" TYPE 'X' GWB12NOTES:STRUCTURAL PLYWOOD SHEATHING REQUIRED ONLY SHEAR WALL LOCATIONS -PER STRUCTURAL DWGS1-HR. RATED WALL ASSEMBLY (INTERIOR PARTY WALL)6.0- (1) LAYER 5/8" TYPE 'X' GWB- 2X4 STUDS AT 16" O.C.- 3 1/2" ACOUSTICAL INSULATION- 1" AIR SPACE- 2X4 STUDS AT 16" O.C.- (1) LAYER 5/8" TYPE 'X' GWBPER GYPSUM ASSOCIATION FIRE RESISTANCEDESIGN 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. UNITUNIT12139.0- CLASS 'A' COMPOSITION SHINGLES- WEATHER RESISTANT BARRIER- 5/8" PLYWOOD SHEATHING- 2X PREMANUFACTURED TRUSS AT 24" O.C.- R-49 BLOWN INSULATION- (1) LAYER 5/8" TYPE 'X' GWB (AT NON-RATED ROOF)EXTERIORUNITPER 2015 INTERNATIONAL BUILDING CODETABLE 721.1(3), ITEM NUMBER 21-1.11. WOOD JOIST, FLOOR TRUSSES OR FLAT OR PITCHED ROOF TRUSSES:SPACED A MAXIMUM 24" O.C. WITH 1/2" WOOD STRUCTURALPANELS WITH EXTERIOR GLUEAPPLIED 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" LESSTHAN 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:(AT BREEZWAY LOCATIONS ONLY)5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIEDAT RIGHT ANGLES TO JOISTOR 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 DRYWALLSCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C.NON-RATED ROOF/CEILING ASSEMBLY (ROOF)RATED ASSEMBLY (BREEZEWAY ONLY)123- (2) LAYERS 5/8" TYPE 'X' GWB (AT RATED BREEZEWAYS ONLY)9.112436PER 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 WALLBOARDBASE 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)- FINISH FLOORING (NOT SHOWN)- FLOOR PRIMER- 1" THICK GYPCRETE UNDERLAYMENT- 1/4" ACOUSTIC MAT- 3/4" STRUCTURAL PLYWOOD SHEATHING.- 11 7/8" BCI 6000 FLOOR JOISTS @ 16" O.C.- 3 1/2" BATT INSULATION- RESILIENT FURRING CHANNELS @ 24" O.C.- (2) LAYER 5/8" TYPE 'X' GWB1.0UNIT FLOORUNIT CEILING5SOUND RATING (W/ RESILIENT CHANNELS)COMPONENTSSTCIIC* BASE ASSEMBLY WITH 3 1/2" (89mm) INSULATION55 462436- 1/4" ACOUSTIC MAT- 3/4" STRUCTURAL PLYWOOD SHEATHING.- 11 7/8" BCI 5000 FLOOR JOISTS @ 16" O.C.- 3 1/2" BATT INSULATION- RESILIENT FURRING CHANNELS @ 24" O.C.- (2) LAYER 5/8" TYPE 'X' GWB1.1UNIT FLOORUNIT CEILING5*NOTE:THE USE OF 1/4" ACOUSTI-MAT II + 1" THICK GYP-CRETE UNDERLAYMENT INCREASES IIC LEVELS UP TO 10 POINTS OVER WOOD FRAMING1-HR. RATED FLOOR/CEILING ASSEMBLY (DECK / BREEZEWAY)2.0- 3 1/2" THICK GYPCRETE- WELDED WIRE FABRIC- 1 1/2" DEEP GALV. PAN DECKING- BUILDING PAPER- STRUCTURAL BEAMPER 2013 UL FIRE RESISTANCE DIRECTORY DESIGN NO. D9021. NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE- NORMAL WEIGHT CONCRETE, CARBONATE 1) OR SILICEOUS AGGREGATE, 3500 PSI COMPRESSIVE STRENGTH, VIBRATED.2. WELDED WIRE FABRIC- 6x6 10/10 SWG.3. STEEL FLOOR AND FORM UNITS- COMPOSITE 1-1/2, 1-5/8, 2 OR 3 IN. DEEP GALV UNITS OR 4-1/2 IN. DEEP NON-COMPOSITE GALV UNITS. FLUTED UNITS MAY BE PHOS/PTD. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 FOR CELLULAR AND PARTIAL CELLULAR UNITS. THE FOLLOWING COMBOS OF UNITS MAY BE USED:3.a ALL 24,26, 28 OR 36 IN. WIDE CELLULAR OR PARTIAL CELLULAR3.b ALL FLUTED3.cONE OR TWO 3 IN. DEEP, 12" WIDE, 18/18 MSG MIN CELLULAR ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR.3.dANY BLEND OF FLUTED AND 24, 26, 28 OR 36 IN. WIDE CELLULAR OR PARTIAL CELLULAR.3.e CORRUGATED, NOM 1-5/16 OR 2 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC THROUGH WELDING WASHERS. FOR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KSI. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC BUT LESS THAN OR EQUAL TO 12 IN. OC STEEL DECK STRESS SHALL NOT EXCEED 12 KSI.4. BEAM PER STUCTURALDECK / BREEZEWAYPAN DECKING1234NON-RATED WALL ASSEMBLY (INTERIOR WALL)7.3- (1) LAYER 5/8" TYPE 'X' GWB- 2X4 STUDS AT 16" O.C.- (1) LAYER 5/8" TYPE 'X' GWB1-HR. RATED WALL ASSEMBLY (INTERIOR BEARING WALL)7.0- (1) LAYER 5/8" TYPE 'X' GWB- 2X4 STUDS AT 16" O.C.- (1) LAYER 5/8" TYPE 'X' GWBPER GYPSUM ASSOCIATION FIRE RESISTANCEDESIGN MANUAL, 20TH EDITION (2012)FILE NUMBER WP3514:1. 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)11212436- FINISH FLOORING (NOT SHOWN)- FLOOR PRIMER- 1" THICK GYPCRETE UNDERLAYMENT- 1/4" ACOUSTIC MAT- PLYWOOD SHEATHING PER STRUCTURAL- FLOOR JOISTS PER STRUCTURAL- 3 1/2" BATT INSULATION- RESILIENT FURRING CHANNELS @ 24" O.C.- (2) LAYER 5/8" TYPE 'X' GWB1.0UNIT FLOORUNIT CEILING52436- 1/4" ACOUSTIC MAT- PLYWOOD SHEATHING PER STRUCTURAL- FLOOR JOISTS PER STRUCTURAL- 3 1/2" BATT INSULATION- RESILIENT FURRING CHANNELS @ 24" O.C.- (2) LAYER 5/8" TYPE 'X' GWB1.1UNIT FLOORUNIT CEILING51-HR. RATED FLOOR/CEILING ASSEMBLY (UNIT/UNIT)SOUND RATING (W/ RESILIENT CHANNELS)COMPONENTSSTCIIC* BASE ASSEMBLY WITH 3 1/2" (89mm) INSULATION55 46*NOTE:THE USE OF 1/4" ACOUSTI-MAT II + 1" THICK GYP-CRETE UNDERLAYMENT INCREASES IIC LEVELS UP TO 10 POINTS OVER WOOD FRAMINGGA FILE NO. FC 5112 PROPRIETARY*WOOD JOISTS, WOOD STRUCTURAL PANELS, GYPSUMFLOOR TOPPING, RESILIENT CHANNELS, GLASS OR MINERALFIBER BATT OR LOOSE FILL INSULATION, GYPSUMWALLBOARDFIRE DESIGN1. 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 UNDERLAYMENTPROPRIETARY GYPSUM COMPONENTSUNITED STATE GYSUM COMPANY - 5/8" SHEETROCK® BRAND FIRECODE® CCORE GYPSUM PANELS- LEVELROCK® BRAND FLOOR UNDERLAYMENT9.3- R-11 RIGID INSULATION- R-38 BLOWN INSULATIONEXTERIORUNITPER 2018 INTERNATIONAL BUILDING CODETABLE 721.1(3), ITEM NUMBER 21-1.11. 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 ASSEMBLY (BREEZEWAY ONLY)W3J 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:59:42 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHG005RATED / NON-RATED ASSEMBLIESFOR AGENCY REVIEW09/28/2021WALL ASSEMBLIES(4.0) RATED ASSEMBLY(5.0) RATED ASSEMBLY(6.0) RATED ASSEMBLY(9.0) NON-RATED ASSEMBLYOPTIONAL (1.0) RATED ASSEMBLY(2.0) RATED ASSEMBLY(7.3) NON-RATED ASSEMBLY(7.0) RATED ASSEMBLY(1.0) RATED ASSEMBLY FC 5112(9.3) RATED BREEZEWAY FLAT-ROOF ASSEM.#DESC.DATE
VANACCESSIBLEPASSENGER LOADING ZONE ONLYTRASHTRASHMIN.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"EQ EQEQ EQ2'-0"1'-0"6'-0"8'-0" MIN. AT VAN ACCESSIBLE5'-0" MIN. 6'-0"CAR OVERHANGSLOPE1 :12SLOPE1 :12CONCRETE WHEEL STOPCURBRAMPPAINTEDWALKWAYTACTILE WARNINGOPTIONAL - SEE DETAIL 3GRID LINES 4" O.C. EACH WAY (GRID FOR LAYOUT ONLY - NOT TO BE PAINTED)4" WIDE WHITE PAINTED STRIPE - TWO COATSBLUE PAINTED SOLID BACKGROUND - TWO COATS3'-0"3'-0"9'-0"18'-0"1'-6"CAR OVERHANGINTEGRAL CURBSIDEWALK44" MIN.1:12 MAX. SLOPE6'-0"LANDING6'-10 7/8"AT TOP OF RAMP IN TRAVEL DIRECTIONNOTE: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 406SLOPE1 :1244" MIN. AT TOP OF RAMP IN TRAVEL DIRECTIONDETECTABLE WARNINGWHERE REQUIRED. SEE SITEPLAN FOR LOCATIONS.DETECTABLE WARNINGS PERICC/ANSI 117.1 SECTION 705.5 -SEE SHEET A0.1CROSSWALKNOTE: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 40344" MIN. AT TOP OF RAMP IN TRAVEL DIRECTIONRAMP WIDTH36" MIN.1:20 MAX.W/O RAILING1:12 MAX.W/ RAILING2% MAX.CROSS-SLOPE5'-0"6"BLUE BACKGROUND W/ WHITESYMBOL & LETTERING1" WHITE LETTERS W/ STD. WORDING PER ACCESSIBILITY CODE REQ."VAN ACCESSIBLE" SIGNBELOW INTERNATIONALSYMBOL OF ACCESSIBILITYWHEN REQUIRED.2" DIA. STEEL POSTCENTERED ON HANDCAPSTALLWALKWAY5'-0"OVERHANG2'-0" CAR12" MIN.CONCRETE WALKWAY - REFERTO CIVIL DRAWINGS FORDETAILS4X4 RAILING POST - SEEDETAIL 16/A9.2 FORCONNECTIONP.T. 2X4 PICKETS AT 4" O.C.2'-0"2"5'-10"SIMPSON POST BASEEPB44P.T. 2X4 RAILS4"1'-6"3'-6"6" DIAMETER FLAGPOLE,INSTALLED PERMANUFACTURER'SINSTUCTIONSPER STRUCT3'-0" DIA25' FLAGPOLEALUM FLASH COLLARPER STRUCT5'-0" MIN.FOUNDATION PERSTRUCTURAL4' x 6' FLAG6'-0"12'-0"PERVIOUS LANDSCAPINGIMPERVIOUS UNCOVEREDEXTERIOR SIDEWALKSITE SCREENING STANDARD A+ 6' BLACK VINYL SLATTEDCHAINLINK FENCE1'-0"10'-0"1'-0"3'-6"3'-0"3'-6"10G00612'-0"IMPERVIOUS UNCOVEREDEXTERIOR SIDEWALKPERVIOUS LANDSCAPINGSITE SCREENING STANDARD A+ 6' BLACK VINYL SLATTEDCHAINLINK FENCE4'-6" 3'-0" 4'-6"10'-0"1'-0"10'-0"1'-0"6"7'-0"10G0066'-0" MIN.6" CONCRETE PAD WITHFABRIC MESH6'-0"TRASH ENCLOSURE10" CURBMETAL POST OF CHAIN LINKFENCEJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:59:47 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHG006SITE DETAILSFOR AGENCY REVIEW09/28/20213/16" = 1'-0"12ACCESSIBLE STALL PLAN1" = 1'-0"6INTERNATIONAL SYMBOLOF ACCESSIBILITY (ISA) OPTIONAL3/16" = 1'-0"9STANDARD PARKING STALL3/8" = 1'-0"11CURB RAMP3/8" = 1'-0"8SLOPES & CROSS SLOPES1/2" = 1'-0"3ACCESSIBLE SIGNAGE1/2" = 1'-0"5FENCE ELEVATION FROM INSIDE1/2" = 1'-0"2WROUGHT IRON FENCE3/8" = 1'-0"1FLAG POLE3/16" = 1'-0"7ENLARGED TRASH ENCLOSURE - 13/16" = 1'-0"4ENLARGED TRASH ENCLOSURE - 21/2" = 1'-0"10TRASH ENCLOSURE POST#DESC.DATE
SDSD/CMSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RFEEXITEXITDIA. DIST. 97'-7 1/2" (1/3 = 32'-7" )SDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RFEEXITDIA. DIST. 97'-7 1/2" (1/3 = 32'-7" )SDSD/CMW/DSDSD/CMW/DSDSD/CMW/DSDSD/CMW/DREF.RREF.RREF.RREF.RFEEXITDIA. DIST. 84'-5 1/4" (1/3 = 28'-2" )EXIT SIGN AND EXIT PATH LIGHTINGSMOKE DETECTORCARBON-MONOXIDE DETECTORROOM SIGNAGE DIRECTION OF TRAVELPATH OF EGRESSEXIT PLAN LEGENDEXITFEFIRE EXTINGUISHER1-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGEND964 SF4.82 SFUNIT 3.02B200R-2964 SF4.82 SFUNIT 3.02B200R-2964 SF4.82 SFUNIT 3.02B200R-2964 SF4.82 SFUNIT 3.02B200R-2TD=35'-10"TD=35'-11"OCCUPANCY CLASSR-2TD=43'-5"EXIT DOORTD=43'-5"EXIT DOORTD=43'-5"EXIT DOORTD=43'-5"EXIT DOOR961 SF4.8 SFUNIT 3.02200R-2961 SF4.8 SFUNIT 3.02200R-2961 SF4.8 SFUNIT 3.02200R-2961 SF4.8 SFUNIT 3.02200R-2TD=32'-11"TD=43'-5"EXIT DOORTD=43'-5"EXIT DOORTD=43'-5"EXIT DOORTD=43'-5"EXIT DOOR684 SF3.42 SFUNIT 3.01200R-2684 SF3.42 SFUNIT 3.01200R-2684 SF3.42 SFUNIT 3.01200R-2684 SF3.42 SFUNIT 3.01200R-2TD=45'-9"EXIT DOORTD=41'-5"EXIT DOORTD=41'-5"EXIT DOORTD=41'-5"EXIT DOORTD=41'-5"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:59:59 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHG124BUILDING 'D' FIRE EXIT & LIFE SAFETY PLANSFOR AGENCY REVIEW09/28/2021FIRE EXIT NOTES01. INSTALL EXIT SIGNS 40'-0" O.C. MINIMUM02. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES.03. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN90-MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION SHALLBE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR.04. INSTALL EMERGENCY LIGHTING AT 50'-0" O.C. MINIMUM05. FIRE EXTINGUISHERS ARE REQUIRED TO BE LOCATED SO THAT A TRAVELDISTANCE OF NOT MORE THAN 75 FEET IS REQUIRED FROM ANY PORTION OFTHE BUILDING TO A FIRE EXTINGUISHER. TRAVEL TANGENTS. THE WORDING INTHE CODE IS THE TRAVEL DISTANCE IS TO BE MEASURED ON THE NORMAL ANDUNOBSTRUCTED PATH OF TRAVEL.06. TACTILE SIGN STATING EXIT IN RAISED CHARACTERS AND BRAILLE ANDCOMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOORLEADING TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE,AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGE, AND THE EXITDISCHARGE.07. TACTILE CHARACTERS SHALL COMPLY WITH SECTION 703.3, AND SHALL BEDUPLICATED IN BRAILLE COMPLYING WITH SECTION 703.4. TACTILE SIGNS ARETO BE MOUNTED SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORETHAN 60" ABOVE THE FLOOR SURFACE.08. WHERE A TACTILE SIGN IS MOUNTED NEXT TO A DOOR, IT SHALL BE PLACED TOTHE LATCH SIDE OF THE DOOR WHENEVER POSSIBLE. WHERE A TACTILE SIGNIS PROVIDED AT A DOUBLE DOOR WITH ONE ACTIVE LEAF, THE SIGN SHALL BELOCATED ON THE INACTIVE LEAF. WHERE A SIGN IS PROVIDED AT DOUBLEDOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THERIGHT HAND DOOR. IF THERE IS NO WALL SPACE TO THE RIGHT, SIGNS SHALLBE PLACED ON THE NEAREST ADJACENT WALL. EXCEPTION: DOOR MOUNTEDSIGNS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS ANDWITHOUT HOLD OPEN DEVICES.09. STAIRWAY IDENTIFICATION SIGNS. A SIGN SHALL BE PROVIDED AT EACH FLOORLANDING IN AN INTERIOR EXIT STAIRWAY CONNECTING MORE THAN THREESTORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP ANDBOTTOM OF THE INTERIOR EXIT STAIRWAY AND THE IDENTIFICATION OF THESTAIR. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE DIRECTIONTO, THE EXIT DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FROM THEINTERIOR EXIT STAIRWAY FOR THE FIRE DEPARTMENT. THE SIGN SHALL BELOCATED 5 FEET ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILYVISIBLE. IN ADDITION TO THE STAIRWAY IDENTIFICATION SIGN, A FLOOR-LEVELSIGN IN RAISED CHARACTERS AND BRAILLE COMPLYING WITH ICCA117.1 SHALLBE LOCATED AT EACH FLOOR-LEVEL LANDING. THE SIGN IS TO CONFORM TOTHE IBC10. ILLUMINATED EXIT SIGNS ARE REQUIRED AT ALL ENCLOSED EXIT DOORSTHROUGHOUT THE APRTMENT COMPLEX, SERVING AN OCCUPANT LOAD OFMORE THAN TEN. EXIT SIGNS SHALL COMPLY WITH THE IBC11. ALL OCCUPANCY SEPARATIONS WILL REQUIRE APPROVED FIRE/SMOKEDAMPERS.FIRE PROTECTION REQUIREMENTS01. FIRE SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH THE NFPA02. FIRE PROTECTION SHALL BE INSTALLED TO PROTECT BALCONIES.03. THE FDC FOR EACH BUILDING IS TO BE MOUNTED ON THE BUILDING WITH AFIRE HYDRANT WITHIN 50'-0".04. ALL FIRE HYDRANTS ARE TO BE LIVE (TURNED ON) PRIOR TO THE START OFCOMBUSTABLE CONSTRUCTION.1/8" = 1'-0"BUILDING D - FIRE & LIFE SAFETY PLAN - L11/8" = 1'-0"BUILDING D - FIRE & LIFE SAFETY PLAN - L21/8" = 1'-0"BUILDING D - FIRE & LIFE SAFETY PLAN - L3OCCUPANT LOADS - BUILDING DLEVEL UNIT # CLASS. COUNT AREAAREA PERPERSONOCC.CALCULATIONOCC.(RND.)BUILDING DL1 UNIT 3.02B R-2 4 964 SF 200 19.28 20L2 UNIT 3.02 R-2 4 961 SF 200 19.22 20L3 UNIT 3.01 R-2 4 684 SF 200 13.67 16OCCUPANTS52.17 56#DESC.DATE
3.023.023.02B3.023.023.02B3.023.023.02B3.023.023.02B3.033.053.05B3.033.053.05B3.033.053.05B3.033.053.05ASSSSSSSSSSSSSSSSSSSSSSSSSSGSSSSSSSSSSSSGSGSSHEVHSSEVSSSSSSSSSSSSSGGSSSSSSHVSSSSSSSSEVEVSEVSGS3.013.023.02B3.013.023.02B3.013.023.02B3.013.023.02B3.023.023.02B3.023.023.02A3.023.023.02A3.023.023.02BTRASHTRASHDIRECTION OF TRAVELPATH OF TRAVELPATH OF ACCESSIBLE TRAVEL10'-0" LANDSCAOE SETBACKSTORM TRACT CTAHOMA BOULEVARDABCDLOT 56LOT 55LOT 54LOT 53LOT 52LOT 57LOT 58LOT 59LOT 78LOT 77LOT 76LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 10LOT 11LOT 12LOT 13LOT 14LOT 79LOT 961 2 '-0 "12'-0"G0067G006481'-0"36'-3"8'-0"5'-0"13'-11"72'-0"81'-0"10'-6"5'-0"8'-0"21'-1"90'-0"23'-11"30'-0"8'-0"5'-0"38'-5"90'-0"22'-1"60'-10"93'-0"35'-2"11'-2"7'-0"11'-2"61'-9"30'-1"54'-0"9'-0"54'-0"7'-0"36'-0"9'-0"77'-0"25'-0"26'-0"18'-0"26'-0"53'-11"9'-10"72'-0"80'-0"9'-0"37'-7"72'-0"90'-0"4 '-0 "
6 0 '-1 "
1 2 '-0 "
7 '-0 "
7 '-0 "
1 2 '-0 "
6 0 '-1 "24'-2"60'-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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:56:19 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021bmA100SITE PLANFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTIONDETECTABLE WARNING AT CURBS01. DETACTABLE WARNINGS SHALL BE 24" MIN. IN DIRECTION OF TRAVEL ANDEXTEND THE FULL WIDTHE OF THE CURB RAMP OR FLUSH SURFACE.02. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THECURB 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 WITHADJACENT 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. TO65% 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-BASESPACING OF 0.65" MIN., MEASURED BETWEEN THE MOST ADJACENT DOMES05c. SQUARE GRID PATTERN ALIGNMENT06. REFER TO CIVIL DWGS FOR LOCATIONS1" = 30'-0"OVERALL SITE PLAN0'15'30'60'120'TRUENORTHPARKING STATISTICSDESCRIPTION TYPE STALLS PROVIDEDELECTRIC VEHICLE EV 5STANDARD - GUEST G 6HANDICAPH 3STANDARDS 73VAN ACCESSIBLE V 1STALLS REQUIRED: 7688UNIT MATRIXUNIT # UNIT COUNT BED COUNT PARKING/DUSTALLSREQUIRED3.01 4 1 1.5 63.02 20 2 1.5 303.02A 2 2 1.5 33.02B 10 2 1.5 153.03 4 2 1.5 63.05 4 3 2 83.05A 1 3 2 23.05B 3 3 2 64876SITE AREAPROPERTY AREA AREA (SF)SITE AREA 2.87 acres 125,212 SF# DESC. DATE
SDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RFEEXITEXITSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RSDSDSD/CMW/DREF.RFEEXITCDABA4201TYP.1A4041A4041A4041A4042'-0" 10'-11" 11'-7" 12'-0" 4'-0"40'-6"9'-0"40'-6"2'-0"90'-0"1'-6"4'-0"12'-3"12'-3"1"12'-3"12'-3"4'-0"1'-6"60'-1"4'-0" 12'-0" 11'-7" 10'-11" 2'-0"0103B040104AADC03BAADC0103B040104AAC03BAADC0606071005131408060607100513140806060710051314080606071005131408d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.72A3041A301TYP.2A301TYP.3A301TYP.2A3022'-0" 8'-0" 2'-3"4'-0"FIRE RISER5'-0"5'-0"d.Bd.Bd.Dd.DA4202TYP.1A4021A4021A4021A4020104010402AADC02AADC0104010402AADC02AADC0606071005131408060607100513140806060710051314080606071005131408d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.72A3041A301TYP.2A301TYP.3A301TYP.2A3025" / 12"d.Bd.Bd.Dd.D1-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGENDTRUENORTHKEYPLANJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:56:29 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA107BUILDING 'D' FLOOR PLANSFOR AGENCY REVIEW09/28/20211/8" = 1'-0"1BUILDING 'D' - FLOOR PLAN - LEVEL 11/8" = 1'-0"2BUILDING 'D' - FLOOR PLAN - LEVEL 2FRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AND ATTICACCESSES.02. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).03. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS AT TUB/SHOWER TOENSURE PROPER FIT.BUILDING 'D' FLOOR AREABUILDING LEVELAREABUILDING DBUILDING D L14,990 SFBUILDING D L24,740 SFBUILDING D L33,560 SF13,300 SFBUILDING 'D' UNITSLEVEL UNIT # TYPE COUNTL1 UNIT 3.02B TYPE 'B' 4L2 UNIT 3.02 STANDARD 4L3 UNIT 3.01 STANDARD 4TOTAL UNITS12KEYNOTES#DESCRIPTION# DESC. DATE
SDSD/CMW/DSDSD/CMW/DSDSD/CMW/DSDSD/CMW/DREF.RREF.RREF.RREF.RFEEXIT26'-0" RIDGE VENTS9'-0" RIDGE VENTS26'-0" RIDGE VENTS9'-0" RIDGE VENTS8'-0" RIDGE VENTSCDABA4203TYP.1A4011A4011A4011A401010204010402AADD010204010402AADD0610051114080610051114080610051114080610051114085" / 12"5" / 12"5" / 12"5" / 12"d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.72A3041A301TYP.2A301TYP.3A301TYP.2A302d.Bd.Bd.Dd.D1664BUILDING DZONE-22143BUILDING DZONE-3594BUILDING DZONE-4594BUILDING DZONE-108 31 16.A221 00 00d.1d.1d.3d.3d.4d.4d.5d.5d.6d.6d.8d.8d.Cd.Cd.Ad.Ad.Ed.Ed.2d.2d.7d.75" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"07 31 1406 46 3007 71 23.H107 71 23.J11A301TYP.2A301TYP.3A301TYP.d.Bd.Bd.Dd.D1-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGENDROOF / CEILING LEGENDSLOPED CEILINGCEILING SOFFITROOF CRICKETEAVE VENTSOFFIT VENTRIDGE VENTROOF JACK VENTTRUENORTHKEYPLANJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:56:38 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA108BUILDING 'D' FLOOR & ROOF PLANSFOR AGENCY REVIEW09/28/20211/8" = 1'-0"1BUILDING 'D' - FLOOR PLAN - LEVEL 3BUILDING 'D' FLOOR AREABUILDING LEVELAREABUILDING DBUILDING D L14,990 SFBUILDING D L24,740 SFBUILDING D L33,560 SF13,300 SFBUILDING 'D' UNITSLEVEL UNIT # TYPE COUNTL1 UNIT 3.02B TYPE 'B' 4L2 UNIT 3.02 STANDARD 4L3 UNIT 3.01 STANDARD 4TOTAL UNITS12BUILDING 'D' - ATTIC VENTILATIONZONE#ATTIC AREA FACTOR VENTING REQ.ZONE-1594.12 SF 300 SF 285.18 in²ZONE-21,663.92 SF 300 SF 798.68 in²ZONE-32,142.58 SF 300 SF 1,028.44 in²ZONE-4594.12 SF 300 SF 285.18 in²(SUPPLY 50-60%) (EXHAUST 40-50%) 4,994.75 SF 2,397.48 in²BUILDING 'D' - ATTIC VENTILATION CALCS.# TYPE LINEAR FT. METHOD PROVIDED AIR FLOW %BUILDING D - ZONE 1SUPPLY AIR2 EAVE VENTS 21'-0" 9.42 si / BAY 98.91 in² 33%2 ROOF JACKS 0" 38 si / (1) 76.00 in² 26%21'-0" 174.91 in² 59%EXHAUST AIR1 RIDGE VENTS 9'-0" 13.5 si / FT 121.50 in² 41%9'-0" 121.50 in² 41%30'-0" 296.41 in² 100%BUILDING D - ZONE 2SUPPLY AIR2 EAVE VENTS 22'-0" 9.42 si / BAY 103.62 in² 11%4 SOFFIT VENTS 32'-0" 14 si / FT 448.01 in² 46%54'-0" 551.63 in² 56%EXHAUST AIR1 RIDGE VENTS 26'-0" 13.5 si / FT 351.00 in² 36%2 ROOF JACKS 0" 38 si / (1) 76.00 in² 8%26'-0" 427.00 in² 44%80'-0" 978.64 in² 100%BUILDING D - ZONE 3SUPPLY AIR2 EAVE VENTS 22'-0" 9.42 si / BAY 103.62 in² 10%4 SOFFIT VENTS 32'-0" 14 si / FT 448.01 in² 42%54'-0" 551.63 in² 52%EXHAUST AIR1 RIDGE VENTS 26'-0" 13.5 si / FT 351.00 in² 33%4 ROOF JACKS 0" 38 si / (1) 152.01 in² 14%26'-0" 503.01 in² 48%80'-0" 1,054.64 in² 100%BUILDING D - ZONE 4SUPPLY AIR2 EAVE VENTS 21'-0" 9.42 si / BAY 98.91 in² 33%2 ROOF JACKS 0" 38 si / (1) 76.00 in² 26%21'-0" 174.91 in² 59%EXHAUST AIR1 RIDGE VENTS 9'-0" 13.5 si / FT 121.50 in² 41%9'-0" 121.50 in² 41%30'-0" 296.41 in² 100%1/8" = 1'-0"2BUILDING 'D' - ROOF PLANKEYNOTES#DESCRIPTION06 46 30 WOOD BARGE BOARD07 31 14 CLASS 'A' COMPOSITION SHINGLES08 31 16.A2 ATTIC ACCESS DOOR - RATED, IN ACCORDANCE WITH THE CODE21 00 00 DRAFTSTOPPING# DESC. DATE
CDABL1+0 ftL3+20.29 ftL2+10.2 ftS4d.1d.3d.4d.5d.6d.8d.2d.7S1D1S5R1S2S1S5S903B02AA02AAA03B02A02AA07 46 4607 31 1407 46 4607 46 46.A107 46 27.A110 26 13.A2AA8" 12"5" 12"05 59 00.A1L1+0 ftL3+20.29 ftL2+10.2 ft5" 12"d.Cd.Ad.ECDCDCDCDDS5S1S2S4S31607 46 46.A107 46 27.A107 46 46S9R107 46 27.A105 59 00.A107 46 46d.Bd.DL1+0 ftL3+20.29 ftL2+10.2 ftd.Cd.Ad.EDCDCDCDCDD5" 12"5" 12"S4S3S2S1S907 46 4607 46 46.A107 46 4605 59 00.A107 31 14R1d.Bd.DL1+0 ftL3+20.29 ftL2+10.2 ftd.1d.3d.4d.5d.6d.8d.2d.702A03BAA02AA02A03BAA02AA07 46 27.A107 46 46.A107 46 4607 31 1405 59 00.A1S4S2S2S1S5S9D1S1TRUENORTHKEYPLANJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:56:50 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA204BUILDING 'D' EXTERIOR ELEVATIONSFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTION05 59 00.A1 10" METAL WRAPPED BELLY BAND07 31 14 CLASS 'A' COMPOSITION SHINGLES07 46 27.A1 HARDIESHINGLE SIDING07 46 46 CEMENTITIOUS BOARD SIDING07 46 46.A1 CEMENTITIOUS BOARD SIDING - 3" EXPOSURE10 26 13.A2 CEMENTITIOUS CORNER TRIM1/8" = 1'-0"1BUILDING 'D' - FRONT ELEVATION1/8" = 1'-0"2BUILDING 'D' - LEFT ELEVATION1/8" = 1'-0"3BUILDING 'D' - RIGHT ELEVATION1/8" = 1'-0"4BUILDING 'D' - REAR ELEVATIONEXTERIOR ELEVATION MATERIALSID. MATERIAL FINISHS1 CEMENTITIOUS LAP SIDING 10" EXPOSURE "SW7068 GRIZZLE GRAY"S2 CEMENTITIOUS LAP SIDING 4" EXPOSURE "SW7066 GRAY MATTERS"S3 CEMENTITIOUS BOARD & BATTEN "SW7064 PASSIVE"S4 CEMENTITIOUS SHAKES "SW7064 PASSIVE"S5 TRIM"SW7757 HIGH REFLECTIVEWHITE"S9 STACKED STONE "DARK RUNDLE"# DESC. DATE
L1+0 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ftMID-LANDINGHEAD HEIGHT6'-8" CLR.HEAD HEIGHT6'-8" CLR.HEAD HEIGHT6'-8" CLR.A5022A5022a.Aa.Da.Ea.Fa.Ja.Ba.HHEAD HEIGHT6'-8" CLR.1A303A5045A504510 44 16.B126 52 00.A126 52 00.A110 44 16.B126 56 0026 56 00A5048A50310A50310EMERGENCY LIGHT W/BATTERY BACKUPa.Ca.G5" 12"5'-0"25'-0 1/2"30'-0 1/2"[No Slope]1/4" / 12"1/4" / 12"9.01/4" / 12"07 72 339.323 81 26L1+0 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 fta.Aa.Da.Ea.Fa.Ja.Ba.H1A303A3051A3052A3052TYP.a.Ca.GPATIOLIVING ROOMKITCHENPATIOLIVING ROOMKITCHENDECKLIVING ROOMKITCHENDECKLIVING ROOMKITCHENDECKLIVING ROOMKITCHENDECKLIVING ROOMKITCHEN4.04.01.01.04.04.01.01.06.16.16.19.05" 12"5" 12"L1+0 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 fta.Aa.Da.Ea.Fa.Ja.Ba.H1A303A3051TYP.A3053A3053TYP.a.Ca.GBEDROOM#1BATH#1CLO.HALLBEDROOM#1BATH#1CLO.HALLBEDROOM#1BATH#1CLO.HALLBEDROOM#1BATH#1CLO.HALLBEDROOM#1BATH#1CLO.HALLBEDROOM#1BATH#1CLO.HALL9.04.04.09.05" 12"1.01.01.01.0J 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:01 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA301BUILDING SECTIONS (TYPICAL)FOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTION07 72 33 ROOF HATCHES10 44 16.B1 SEMI-RECESSED FIRE EXTINGUISHER CABINET23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS26 52 00.A1 EMERGENCY LIGHTING UNIT26 56 00 EXTERIOR LIGHTING3/16" = 1'-0"1SECTION THRU BREEZEWAY (3 LEVELS), TYPICALRATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)3/16" = 1'-0"2BUILDING SECTION AT VAULTED CEILING, TYPICAL3/16" = 1'-0"3BUILDING SECTION, TYPICAL# DESC. DATE
L1+0 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 fta.Aa.Da.Ea.Fa.Ja.Ba.H1A3035" 12"5" 12"5" 12"5" 12"A3051TYP.A3053TYP.A3053TYP.A50112SIMA50112SIMa.Ca.GM.BEDROOMBEDROOM#2W.I.C.M.BEDROOMBEDROOM#2W.I.C.M.BEDROOMBEDROOM#2W.I.C.M.BEDROOMW.I.C.M.BEDROOMBEDROOM#2W.I.C.M.BEDROOM4.04.09.01.01.01.01.09.09.0L1+0 ftT.O.P.L2+19.19 ftL2+10.2 ftd.C2A3045" 12"5" 12"A3051TYP.A3053TYP.A3053TYP.d.Bd.DW.I.C.BATH#2BEDROOM#1W.I.C.BATH#2BEDROOM#1W.I.C.BATH#2BEDROOM#1W.I.C.BATH#2BEDROOM#14.04.01.01.04.04.09.0J 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:09 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA302BUILDING SECTIONSFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTIONRATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)3/16" = 1'-0"A101BUILDING SECTION, STEPPED @ BLDG A13/16" = 1'-0"A107BUILDING SECTION, 2 LEVELS @ BLDG D2# DESC. DATE
L1+0 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ftc.1c.2c.3c.4c.5c.6A3067TYP.A3066TYP.A3065TYP.L1+0 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ftd.1d.3d.4d.5d.6d.8d.2d.72A302A3067TYP.A3066TYP.A3065TYP.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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:21 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA304BUILDING TRANSVERSE SECTIONS -C&DFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTIONRATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)3/16" = 1'-0"A105BUILDING C - TRANSVERSE SECTION13/16" = 1'-0"A107BUILDING D - TRANSVERSE SECTION2# DESC. DATE
L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ft5" 12"9.06.11.01.06.1A50312A5018A5018A50178'-11 7/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"9'-1 1/8"L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 fta.Ja.H5" 12"9.04.01.04.01.04.0A5028A5044A50445'-11 1/2"a.GDECKLIVING ROOMDECKLIVING ROOMPATIOLIVING ROOM5 1/2"5'-6"5" 12"8'-11 7/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"9'-1 1/8"L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ft5" 12"9.04.04.01.01.04.0A50110A50111A50111A50112SIM8'-11 7/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"9'-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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:29 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA305WALL SECTIONSFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTIONRATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)3/8" = 1'-0"A301WALL SECTION 113/8" = 1'-0"A301WALL SECTION 223/8" = 1'-0"A301WALL SECTION 33# DESC. DATE
L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ft1.01.09.04.04.0A50110A50111A50111A50369'-1 1/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"8'-11 7/8"L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ft1.09.01.0A5014A5015A5015A50139'-1 1/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"8'-11 7/8"L1+0 ftT.O.P.L1+9.09 ftT.O.P.L2+19.19 ftL3+20.29 ftT.O.P.L3+29.28 ftL2+10.2 ft9.01.01.05.05.0A5013A5012A5012A50119'-1 1/8"1'-1 1/4"8'-11 7/8"1'-1 1/4"8'-11 7/8"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:37 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA306WALL SECTIONSFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTIONRATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)3/8" = 1'-0"A303WALL SECTION 553/8" = 1'-0"A303WALL SECTION 663/8" = 1'-0"A303WALL SECTION 77# DESC. DATE
SDSD/CMS&P(H72")SHELF(H72")W/DS&P(H72")PANTRYREF.RSKDW1-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGEND010402D5637811'-7"12'-0" 4'-0" 2'-0"5'-9" 5'-10" 6'-6" 5'-6"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"ABEDROOMLIVING ROOMKITCHENBATH#1HALLENTRYSTO.06100511140830'-0"36"36"2'-3"3'-3"6'-0 1/2"3'-8"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"2422 33 00.A128 31 4626 30 00.B228 31 4923 82 3600 00 042'-6" 9" 2'-6" 1'-6 1/4"1'-7"3'-0"4"3'-0"8'-10 1/4" CLR, VERIFY10 28 00.A1922 40 00.A210 28 00.A222 40 00.E28'-10 1/4" CLR, VERIFY5'-0 1/4" 3'-10"10 28 195'-7 1/4" CLR, VERIFY00 00 0800 00 0711 30 13.A72'-2 1/4" 3'-0" 2'-6" 2'-6" 2'-6" 3'-0" 1'-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.A411 30 13.A111 30 13.A812 32 13.A11'-0"3'-0"8'-0 3/4"8'-0 3/4"1'-0" 2'-0" 3'-0" 2'-0"FILLER2'-0" 1'-0" 3'-0" 2'-0"FILLERSOFFIT2'-6"1'-6"3'-0"22 40 00.A1612 32 13.A11'-6"2'-6"11 30 13.A32'-0"2'-0"3'-1"2'-0"3'-0"12 32 13.A13'-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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:57:52 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA401ENLARGED UNIT PLAN -3.01FOR AGENCY REVIEW09/28/2021TYPICAL UNIT NOTES01. INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX.02. TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHERAPPROVED HANDICAP-ACCESSIBLE CONFIGURATION03. ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION04. 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" ATCOUNTERS - TYPICAL07. PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS08. PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXESLOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATINGUNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN24 INCHES.09. STAINLESS STEEL APPLIANCES:RANGE HOODREFRIGERATORMICROWAVERANGEDISHWASHERINTERIOR ELEVATION NOTES01. 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 HOOKSAT EACH BATHROOM03. PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS04. COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH.05. MDF TRIM THROUGHOUT ALL BASE AND CASEVENTING REQUIREMENTSREQUIREMENTS PER IMC.BEDROOMS: WINDOW AIR INLETS AS REQUIREDLIVING ROOMS: WINDOW AIR INLETS AS REQUIREDLAUNDRY ROOM: WHOLE HOUSE FAN, CONTINUOUSLY OPERATINGMIN. 30 CFM - 1 BEDROOM UNITMIN. 45 CFM - 2 OR 3 BEDROOM UNITSINTERMITTENT OPERATION ALLOWED PER SECTION 403.8AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINEREQUIRED 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 3.01 (TOP FLOOR ONLY)FINISH SCHEDULE FOR UNITSROOM NAME FLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKSBATH #111 12 22 33BEDROOM #1 11 14 24 32BEDROOM #2 11 14 24 32CLO.11 14 24 32DINING11 14 24 32ENTRY11 14 24 33KITCHEN 11 14 24 33LDRY11 12 22 33LIVING ROOM 11 14 24 32M.BEDROOM 11 14 24 32STO.02 14 24 32# FLOOR FINISH01. CONCRETE - TROWEL FINISH02. SEALED CONCRETE - SMOOTH FINISH03. SHEET VINYL04. VINYL COMPOSITION TILES05. CERAMIC TILE06. SLATE TILES07. HARDWOOD08. CARPET - RESIDENTIAL GRADE09. CARPET - COMMERCIAL GRADE10. QUARRY TILES11. LAMINATE HARDWOOD# WALL FINISH11. CONCRETE12. W.R. G.W.B. - SEMI-GLOSS ENAMEL13. W.R. G.W.B. - SEMI-GLOSS ENAMEL14. G.W.B. - FLAT LATEX15. G.W.B. - FIRETAPED16. VINYL WALL COVERING# CEILING FINISH21. -22. W.R. G.W.B. - SEMI-GLOSS ENAMEL23. G.W.B. - SEMI - GLOSS ENAMEL24. G.W.B. - FLAT LATEX25. G.W.B. - FIRETAPED26. -# BASE31. 2 1/2" VINYL32. NONE33. WOOD (PREFINISHED)34. WAINSCOT ON W.R. G.W.B.35. WOOD - SAND; STAIN OR LACQUERTO MATCH CASING36. CERAMIC TILENET UNIT AREA - 3.01UNIT NAMEAREAUNIT 3.01STORAGE16 SFPATIO / DECK66 SFLIVING SPACE684 SF766 SF1/4" = 1'-0"33.01 BATH1/4" = 1'-0"23.01 BATH1/4" = 1'-0"43.01 LAUNDRY1/4" = 1'-0"53.01 KITCHEN1/4" = 1'-0"63.01 KITCHEN1/4" = 1'-0"73.01 KITCHEN1/4" = 1'-0"83.01 KITCHENKEYNOTES#DESCRIPTION00 00 04 PROVIDE HOOK ON WALL IN STORAGE ROOM FOR BICYCLE STORAGE00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATEDSEPARATION WALLS00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARINGWALLS AND RATED SEPARATION WALLS10 28 00.A2 TOILET TISSUE DISPENSER10 28 00.A19 MIRROR10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE11 30 13.A1 RANGE11 30 13.A3 DISHWASHER11 30 13.A4 REFRIGERATOR11 30 13.A7 STACK WASHER/DRYER11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN12 32 13.A1 MANUFACTURED REAL-WOOD FACED CASEWORK22 33 00.A1 WATER HEATER22 40 00.A2 LAVATORY/FAUCET22 40 00.A16 RESIDENTIAL SINK/FAUCET22 40 00.E2 WATER CLOSET23 82 36 FINNED-TUBE RADIATION HEATERS26 30 00.B2 ELECTRICAL PANEL28 31 46 SMOKE ALARM SENSORS28 31 49 CARBON-MONOXIDE DETECTION SENSORS# DESC. DATE
SDSDSD/CMS&P(H72")S&P(H72")SHELF(H72")W/DLINENS&P(H72")PANTRYPANTRYREF.RSKDW1005050706061314789106234522 33 00.A1ENTRYBATH#1W.I.C.HALLCLOSETLDRYCLOSETBATH#2LIVING ROOMBEDROOM#1BEDROOM#2DECKSTO.KITCHEN4'-2" 7'-1"0104DAAC0212'-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'-6" 5'-6"42'-6"2'-4" 10'-9"9'-9"19'-8"9'-0"3'-3"6'-9"5'-6"30'-0"1'-6" 4'-0" 6'-7" 2'-7 1/2" 2'-4" 3'-3" 4'-1 1/2"1'-2 1/2"1'-4 1/2" 3'-0"30'-0"36"36"9'-0" 4'-1" 6'-2" 5'-1"2'-4"2'-4"26 30 00.B228 31 4923 82 361-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGEND10 28 195'-0 1/4"22 40 00.A210 28 00.A222 40 00.E210 28 00.A198'-11" CLR. VERIFY2'-6" 9" 2'-6" 1'-6 1/4"1'-7 3/4"3'-0" 4" 3'-0"10 28 00.A1912 36 40.A110 28 00.A222 40 00.E25'-8" 1'-5" 4'-6" 1'-0"3'-0"4"3'-0"12'-7" CLEAR, VERIFY22 40 00.B34'-0 1/4" CLEAR 2'-6 1/4"6'-6 1/2" CLEAR3'-0"6 3/4"1'-11 1/2"11 30 13.A700 00 0700 00 08CLEAR4'-8 1/4"FILLER3'-0" 2'-6" 2'-6" 2'-6" 3'-0" 1'-0"SOFFIT2'-6"1'-6"3'-0"11 30 13.A811 30 13.A111 30 13.A43'-1 3/4" 2'-6" 2'-6" 2'-6" 2'-0" 2'-0"14'-7 3/4"CLR. VERIFY1'-0"6'-0"1'-0"3'-0"8'-0 3/4" CLR. VERIFY11 30 13.A322 40 00.A16SOFFIT2'-6"1'-6"3'-0"2'-0" 1'-0" 3'-0" 2'-0"3/4"1'-0" 2'-0" 3'-0" 2'-0" FILLER1'-6"2'-6"2'-0"2'-0"3'-1"2'-0"3'-0" 1'-6" 2'-6" SOFFIT3'-0"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:09 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA402ENLARGED UNIT PLAN -3.02FOR AGENCY REVIEW09/28/20211/4" = 1'-0"1UNIT 3.021/4" = 1'-0"23.02 BATH#1 B1/4" = 1'-0"33.02 BATH#1 D1/4" = 1'-0"43.02 BATH#2 A1/4" = 1'-0"53.02 BATH#2 D1/4" = 1'-0"63.02 LAUNDRY1/4" = 1'-0"73.02 KITCHEN A1/4" = 1'-0"83.02 KITCHEN B1/4" = 1'-0"93.02 KITCHEN C1/4" = 1'-0"103.02 KITCHEN DFINISH SCHEDULE FOR UNITSROOM NAME FLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKSBATH #111 12 22 33BEDROOM #1 11 14 24 32BEDROOM #2 11 14 24 32CLO.11 14 24 32DINING11 14 24 32ENTRY11 14 24 33KITCHEN 11 14 24 33LDRY11 12 22 33LIVING ROOM 11 14 24 32M.BEDROOM 11 14 24 32STO.02 14 24 32# FLOOR FINISH01. CONCRETE - TROWEL FINISH02. SEALED CONCRETE - SMOOTH FINISH03. SHEET VINYL04. VINYL COMPOSITION TILES05. CERAMIC TILE06. SLATE TILES07. HARDWOOD08. CARPET - RESIDENTIAL GRADE09. CARPET - COMMERCIAL GRADE10. QUARRY TILES11. LAMINATE HARDWOOD# WALL FINISH11. CONCRETE12. W.R. G.W.B. - SEMI-GLOSS ENAMEL13. W.R. G.W.B. - SEMI-GLOSS ENAMEL14. G.W.B. - FLAT LATEX15. G.W.B. - FIRETAPED16. VINYL WALL COVERING# CEILING FINISH21. -22. W.R. G.W.B. - SEMI-GLOSS ENAMEL23. G.W.B. - SEMI - GLOSS ENAMEL24. G.W.B. - FLAT LATEX25. G.W.B. - FIRETAPED26. -# BASE31. 2 1/2" VINYL32. NONE33. WOOD (PREFINISHED)34. WAINSCOT ON W.R. G.W.B.35. WOOD - SAND; STAIN OR LACQUERTO MATCH CASING36. CERAMIC TILENET UNIT AREA - 3.02UNIT NAMEAREAUNIT 3.02STORAGE17 SFPATIO / DECK66 SFLIVING SPACE964 SF1,047 SFTYPICAL UNIT NOTES01. INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX.02. TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHERAPPROVED HANDICAP-ACCESSIBLE CONFIGURATION03. ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION04. 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" ATCOUNTERS - TYPICAL07. PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS08. PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXESLOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATINGUNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN24 INCHES.09. STAINLESS STEEL APPLIANCES:RANGE HOODREFRIGERATORMICROWAVERANGEDISHWASHERINTERIOR ELEVATION NOTES01. 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 HOOKSAT EACH BATHROOM03. PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS04. COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH.05. MDF TRIM THROUGHOUT ALL BASE AND CASEVENTING REQUIREMENTSREQUIREMENTS PER IMC.BEDROOMS: WINDOW AIR INLETS AS REQUIREDLIVING ROOMS: WINDOW AIR INLETS AS REQUIREDLAUNDRY ROOM: WHOLE HOUSE FAN, CONTINUOUSLY OPERATINGMIN. 30 CFM - 1 BEDROOM UNITMIN. 45 CFM - 2 OR 3 BEDROOM UNITSINTERMITTENT OPERATION ALLOWED PER SECTION 403.8AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINEREQUIRED 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#DESCRIPTION00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATEDSEPARATION WALLS00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARINGWALLS AND RATED SEPARATION WALLS10 28 00.A2 TOILET TISSUE DISPENSER10 28 00.A19 MIRROR10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE11 30 13.A1 RANGE11 30 13.A3 DISHWASHER11 30 13.A4 REFRIGERATOR11 30 13.A7 STACK WASHER/DRYER11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN12 36 40.A1 GRANITE COUNTERTOPS22 33 00.A1 WATER HEATER22 40 00.A2 LAVATORY/FAUCET22 40 00.A16 RESIDENTIAL SINK/FAUCET22 40 00.B3 PRE-FABRICATED SHOWER STALL22 40 00.E2 WATER CLOSET23 82 36 FINNED-TUBE RADIATION HEATERS26 30 00.B2 ELECTRICAL PANEL28 31 49 CARBON-MONOXIDE DETECTION SENSORS# DESC. DATE
SDSDSD/CMS&P(H72")S&P(H72")SHELF(H72")W/DLINENS&P(H72")PANTRYREF.RSKDWPANTRY789106234526 30 00.B228 31 4622 33 00.A10104DAAC030606071005131408B4'-2" 7'-1"12'-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" 4'-0" 3'-6" 4'-6"42'-6"2'-4" 10'-9"9'-9"19'-8"9'-0"3'-3"6'-9"5'-6"30'-0"30'-0"36"36"9'-0" 4'-1" 6'-2" 5'-1"2'-4"2'-4"1'-6" 4'-0" 6'-7" 2'-7 1/2" 2'-4" 3'-3" 4'-1 1/2"1'-5 1/2"4'-1 1/2"STO.KITCHENENTRYBATH#1W.I.C.HALLCLOSETLDRYCLOSETBATH#2LIVING ROOMBEDROOM#1BEDROOM#2PATIO28 31 4900 00 1223 82 361-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGEND48"48"30"48"54"60"60"60"60"ENTRY DOOR - PUSH SIDEENTRY DOOR - PULL SIDECLEAR SPACE AT APPLIANCES/LAVSCLEAR SPACE AT TURN-AROUNDSCLEAR SPACEUNDER SINKSWATER CLOSET "TYPE B"56"48"WATER CLOSET "TYPE A"60"66"TYPE A EXCLUSIVECLEAR FLOOR SPACE CLR. VERIFY5'-0 1/4"10 28 1922 40 00.D38'-10 1/4" CLR. VERIFY2'-6" 9" 2'-6" 1'-7"1'-6 1/4"3'-1"5"2'-10"10 28 00.A1922 40 00.A222 40 00.E210 28 00.A212'-6 1/4" CLR. VERIFY3'-3" 2'-3 1/4" 1'-6" 4'-6" 1'-0"3'-4"3'-0"22 40 00.B322 40 00.E222 40 00.A26'-5 3/4" CLR. VERIFY4'-0 1/4"1'-10 3/4"22 40 00.B3CLR, VERIFY4'-8 1/4"11 30 13.A700 00 0800 00 0710 28 00.A13SOFFIT2'-6"1'-6"3'-0"1'-0"3'-0"2'-6"2'-6"2'-6"3'-0"FILLER3'-1 3/4" 2'-6" 2'-6" 2'-6" 2'-0" 2'-0"1'-0"3'-0"SOFFIT1'-0"6'-0"14'-7 3/4" CLR. VERIFY11 30 13.A111 30 13.A411 30 13.A88'-0 3/4" CLR. VERIFY2'-0" 1'-0" 3'-0" 2'-0"FILLER1'-0" 2'-0" 3'-0" 2'-0"FILLERSOFFIT2'-6"1'-6"3'-0"2'-6" 1'-6"11 30 13.A322 40 00.A162'-0"2'-0"3'-1"2'-0"3'-0"SOFFIT2'-6"1'-6"3'-0"1'-0" 2'-0" 3'-2" 2'-0"3'-0"ACCESSIBILITY REQUIRMENTS -TYPE B EXCLUSIVEREMOTE HOOD SWITCH - LOCATE AT END WALL - CLEAR OF BASE CABINETHOOD46"CLR. MIN.30" KNEE SPACEPLASTIC LAMINATE BACKSPLASHREFLECTIVE SURRFACEINSULATE 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"TYP.33" - 36"MAX.24"MIN.24"MAX.12"MIN.9"TYP.33" - 36" CONTROL AREAMIN.18"3"- 6"24"6"6" 48" 6"MAX.30"28"30"8"28"SOLID BLOCKINGSOLID BLOCKING(36" MIN. TO BOTTOM OF BOX)48" MAX. (TO TOP OF BOX)(BOTTOM OF BOX)15" MIN.(18" TO BOTTOM OF BOX.)(TO TOP OF HOOK)48" MAX.(TO TOP OF SHELF)48" MAX.LIGHT SWITCH/THERMOSTATELECT./TEL./COMM./RECEPTACLESTOWEL BARHOOKSHELF & ROD CLOSET(TO CENTER OF LENS)44" MAX.VISION HOLE24" 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(TO TOP OF BAR)48" MAX.(TO TOP OF BOX)48" MAX.(48" MAX.TO TOP OF RODWITHOUT SHELF)WHERE AN UNOBSTRUCTED FORWARD HIGH OR SIDE REACH RANGE IS PROVIDEDELECTRICAL PANEL(TO TOP OF BOX OPENING)48" MAX.7" -9"MIN.15"15"CLR.18"MIN.19"MIN.CLR.18"60" MIN. CLR.60" MIN. CLR.CLR.36" MIN.ALL CLEAR DIMENSIONS TO FINISHFIG. A 48" MIN. CLR.(INCLUDES HARDWARE)32" MIN. CLR.DOOR MIN.WIDTH OFMIN. CLR.12"FIG. CLAV. DEPTH: 24" MAX. WHERE LAV. OVERLAPS TOILET CLEAR FLOOR SPACE, 25" MAX. WHERENO OVERLAP OF CLEAR FLOOR SPACE.FIG. DFOOT ENDSIDECONTROL ENDFIG. E48"28"RANGE/OVENFIG. F36"33"15"36"18"30"AT MAIN ENTRY AND EXIT DOORS43 1/4"49 1/4"25 1/4"FIG. HFINISH FLOOR LINEFINISH FLOOR LINEFIG 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:26 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA404ENLARGED UNIT PLAN -3.02BFOR AGENCY REVIEW09/28/20211/4" = 1'-0"1UNIT 3.02B (TYPE B, OPTION B)1/4" = 1'-0"23.02B BATH#1 B1/4" = 1'-0"33.02B BATH#1 D1/4" = 1'-0"43.02B BATH#2 A1/4" = 1'-0"53.02B BATH#2 D1/4" = 1'-0"63.02B LAUNDRY1/4" = 1'-0"73.02B KITCHEN A1/4" = 1'-0"83.02B KITCHEN B1/4" = 1'-0"93.02B KITCHEN C1/4" = 1'-0"103.02B KITCHEN DFINISH SCHEDULE FOR UNITSROOM NAME FLOOR FINISH WALL FINISH CEILING FINISH BASE FINISH REMARKSBATH #111 12 22 33BEDROOM #1 11 14 24 32BEDROOM #2 11 14 24 32CLO.11 14 24 32DINING11 14 24 32ENTRY11 14 24 33KITCHEN 11 14 24 33LDRY11 12 22 33LIVING ROOM 11 14 24 32M.BEDROOM 11 14 24 32STO.02 14 24 32# FLOOR FINISH01. CONCRETE - TROWEL FINISH02. SEALED CONCRETE - SMOOTH FINISH03. SHEET VINYL04. VINYL COMPOSITION TILES05. CERAMIC TILE06. SLATE TILES07. HARDWOOD08. CARPET - RESIDENTIAL GRADE09. CARPET - COMMERCIAL GRADE10. QUARRY TILES11. LAMINATE HARDWOOD# WALL FINISH11. CONCRETE12. W.R. G.W.B. - SEMI-GLOSS ENAMEL13. W.R. G.W.B. - SEMI-GLOSS ENAMEL14. G.W.B. - FLAT LATEX15. G.W.B. - FIRETAPED16. VINYL WALL COVERING# CEILING FINISH21. -22. W.R. G.W.B. - SEMI-GLOSS ENAMEL23. G.W.B. - SEMI - GLOSS ENAMEL24. G.W.B. - FLAT LATEX25. G.W.B. - FIRETAPED26. -# BASE31. 2 1/2" VINYL32. NONE33. WOOD (PREFINISHED)34. WAINSCOT ON W.R. G.W.B.35. WOOD - SAND; STAIN OR LACQUERTO MATCH CASING36. CERAMIC TILENET UNIT AREA - 3.02UNIT NAMEAREAUNIT 3.02STORAGE17 SFPATIO / DECK66 SFLIVING SPACE964 SF1,047 SFTYPICAL UNIT NOTES01. INSTALL WINDOW CONTROL LATCH AT 48" A.F.F. MAX.02. TYPE 'A' UNIT ONLY - ALL DOOR HARDWARE MUST BE 'LEVER TYPE' OR OTHERAPPROVED HANDICAP-ACCESSIBLE CONFIGURATION03. ALL INTERIOR WALLS TO BE OF 1-HR FIRE RATED CONSTRUCTION04. 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" ATCOUNTERS - TYPICAL07. PROVIDE SOLID BLOCKING FOR FUTURE GRAB BARS AT WATER CLOSETS08. PER I.B.C. MEMBRANE PENETRATIONS. EXCEPTION #1.1 ELECTRICAL BOXESLOCATED ON OPPOSITE SIDES OF THE FIRE-RESISTANT WALLS SEPARATINGUNITS, MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN24 INCHES.09. STAINLESS STEEL APPLIANCES:RANGE HOODREFRIGERATORMICROWAVERANGEDISHWASHERINTERIOR ELEVATION NOTES01. 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 HOOKSAT EACH BATHROOM03. PROVIDE COUNTER SUPPORTS AT WALL HUNG COUNTERTOPS04. COUNTERTOPS SHALL HAVE AN INTEGRAL BACKSPLASH.05. MDF TRIM THROUGHOUT ALL BASE AND CASEVENTING REQUIREMENTSREQUIREMENTS PER IMC.BEDROOMS: WINDOW AIR INLETS AS REQUIREDLIVING ROOMS: WINDOW AIR INLETS AS REQUIREDLAUNDRY ROOM: WHOLE HOUSE FAN, CONTINUOUSLY OPERATINGMIN. 30 CFM - 1 BEDROOM UNITMIN. 45 CFM - 2 OR 3 BEDROOM UNITSINTERMITTENT OPERATION ALLOWED PER SECTION 403.8AT CONTRACTOR'S OPTION (CALCS REQUIRED TO DETERMINEREQUIRED 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#DESCRIPTION00 00 07 DRYER VENT BOX - 1-HR RATED REQ'D AT BEARING WALLS AND RATEDSEPARATION WALLS00 00 08 WASHING MACHINE OUTLET BOX - 1-HR RATED REQ'D AT BEARINGWALLS AND RATED SEPARATION WALLS00 00 12 SOLID BLOCKING FOR FUTURE GRAB BARS AT TUB AND W/C, PERACCESSIBILITY REQUIREMENTS10 28 00.A2 TOILET TISSUE DISPENSER10 28 00.A13 SHELF10 28 00.A19 MIRROR10 28 19 TUB AND SHOWER ENCLOSURES - ONE PIECE11 30 13.A1 RANGE11 30 13.A3 DISHWASHER11 30 13.A4 REFRIGERATOR11 30 13.A7 STACK WASHER/DRYER11 30 13.A8 MICROWAVE W/ LIGHT AND DUCTED FAN22 33 00.A1 WATER HEATER22 40 00.A2 LAVATORY/FAUCET22 40 00.A16 RESIDENTIAL SINK/FAUCET22 40 00.B3 PRE-FABRICATED SHOWER STALL22 40 00.D3 PRE-FABRICATED TUB AND SHOWER22 40 00.E2 WATER CLOSET23 82 36 FINNED-TUBE RADIATION HEATERS26 30 00.B2 ELECTRICAL PANEL28 31 46 SMOKE ALARM SENSORS28 31 49 CARBON-MONOXIDE DETECTION SENSORS#DESC.DATE
RRRRFEEXITRRRRFEEXITEXITRRRRFEEXIT1A301SPRINKLER LINE CROSSING @BOTTOM OF PAN DECK2A50211A503a.4a.4a.5a.5a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.H1A303a.Ca.Ca.Ga.G5.05.05.05.06.16.14.14.14.14.1A50658" / 12"8" / 12"5A5048A50410 44 16.B110 44 16.B111A50412A50401010101OPEN TO BELOW8" / 12"8" / 12"8'-5"7'-4"1'-0" CLR1'-5"8'-5"7'-4"1'-0" CLR1'-5"15'-9"5'-2"9'-1 1/2"9'-1 1/2"6'-6"14'-5"20'-11"9'-1 1/2"9'-1 1/2"6'-6"14'-5"2'-9"2'-9"9R @ 6 3/4"/ 8T @ 11"9R @ 6 3/4"/ 8T @ 11"1-HR RATED WALL ASSEMBLY (EXTERIOR FIRE-SIDE AT INTERIOR)1-HR RATED WALL ASSEMBLY (BREEZEWAY WALL)1-HR RATED WALL ASSEMBLY (PARTY WALL)1-HR RATED WALL ASSEMBLY (INTERIOR BEARING WALL)4.05.06.07.0WALL LEGEND1A301A5065SPRINKLER LINE CROSSING @BOTTOM OF PAN DECK2A502a.4a.4a.5a.5a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.H1A303a.Ca.Ca.Ga.G3'-0" @ BLDG C5'-0"5'-6"24'-6 1/2"24'-6 1/2"5'-6"5'-0"5.05.05.05.06.16.14.14.14.14.1[No Slope]CLR1'-0"CLR1'-0"CLR1'-0"CLR1'-0"10A50410 44 16.B101010101CLR18"CLR18"CLR18"CLR18"[No Slope]11'-1 1/2"9"14'-6"6'-5"9'-1 1/2"9'-1 1/2"20'-11"9'-0"15'-4"19R @ 6 3/4"/ 18T @ 11"1A301a.4a.4a.5a.5a.Aa.Aa.Da.Da.Ea.Ea.Fa.Fa.Ja.Ja.Ba.Ba.Ha.H1A303a.Ca.Ca.Ga.G5.05.05.05.06.16.14.14.14.14.1A50655A5048A50410 44 16.B111A50412A5045A50401010101OPEN TO BELOW8'-5"7'-4"1'-0" CLR1'-5"8'-5"7'-4"1'-0" CLR1'-5"14'-5"6'-6"9'-1 1/2"9'-1 1/2"5'-2"15'-9"14'-5"6'-6"9'-1 1/2"9'-1 1/2"5'-2"15'-9"2'-9"2'-9"9R @ 6 3/4"/ 8T @ 11"9R @ 6 3/4"/ 8T @ 11"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:36 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA420STAIRWAY / BREEZEWAY PLANSFOR AGENCY REVIEW09/28/2021KEYNOTES#DESCRIPTION10 44 16.B1 SEMI-RECESSED FIRE EXTINGUISHER CABINET1/4" = 1'-0"A101BREEZEWAY - LEVEL 22RATED FLOOR SCHEDULE1.0 1-HOUR RATED FLOOR / CEILING ASSEMBLY (UNIT / UNIT)2.0 2" FULL STRENGTH CONC. o/ 24GA.1-1/2" 'VERCO'B FORMLOCK DECK (3 1/2"TOTAL)2.1 STEEL DECK DESIGN & DETAIL PER DECK MFR.RATED ROOF SCHEDULEROOF CRICKETS8.1 1-HOUR RATED ROOF ASSEMBLY (BREEZEWAY)9.0 NON-RATED ROOF/CEILING ASSEMBLY (ROOF)9.1 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.2 RATED BREEZWAY ROOF/CEILING ASSEMBLY (ROOF)9.3 RATED BREEZWAY FLAT-ROOF/CEILING ASSEMBLY (ROOF)RATED WALL SCHEDULE3.0 FOUNDATION WALLS W R-10ci4.0 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)4.1 1-HOUR RATED WALL ASSEMBLY (EXTERIOR, FIRE SIDE INTERIOR)5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT )5.0 1-HOUR RATED WALL ASSEMBLY (BREEZEWAY / UNIT)6.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)6.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)7.0 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR BEARING WALL)7.1 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR WALL)7.3 1-HOUR INTERIOR WALL ASSEMBLY (INTERIOR PARTY WALL)RATED ASSEMBLIES (SHEET G-005)STAIR CODE NOTES01. 1009.15 - STAIRS TO HAVE HANDRAILS ON EACH SIDE02. 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-2OCCUPANCY)05. 1009.8 - LANDING DEPTH SAME AS STAIR WIDTH1/4" = 1'-0"A101BREEZEWAY - LEVEL 111/4" = 1'-0"A102BREEZEWAY - LEVEL 33#DESC.DATE
INTERIOR FLOOREXTERIOR WALKWAY / BREEZEWAYDRAIN SYSTEM PER CIVILDRAWINGSW/ GEOTECH REPORTVERIFY- 4" CONC. SLAB- 6 MIL. VAPOR BARRIER- FREE-DRAINING MATERIAL(VERIFY w/ GEOTECH FORDEPTH)5.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-005NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS2X6 STUDS AT 16" O.C. - SEEFLOOR PLAN7.01-HR. RATED WALLASSEMBLY(INTERIORBEARING WALL) -SHEET G-005- 4" CONC. SLAB- 6 MIL. VAPOR BARRIER-FREE-DRAINING MATERIAL(VERIFY w/ GEOTECH FORDEPTH)8"4"P.T. 2X4 PLATE o/ SILL SEALER- ANCHOR BOLTS PERSHEARWALL TABLE1" AIR SPACEMECHANICALLY FASTENROCKWOOL FIRE STOP ATSTUDS / JOISTS - TYP.6.01-HR. RATED WALLASSEMBLY(INTERIOR FIREPARTITION WALL) -SHEET G-005- 4" CONC. SLAB- 6 MIL. VAPOR BARRIER-FREE-DRAINING MATERIAL(VERIFY w/ GEOTECH FORDEPTH)CONTINUOUS ALUMINUMGUTTERCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER5/4 X 8 FASCIA TRIM2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.NOTE:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS7/16" A.P.A. RATED ROOFSHEATHING2X BLOCKING W/ (3) 2" DIA.SCRFEENED VENT HOLES12" MIN.CARBOARD BAFFLE4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-0052X4 STUDS AT 16" O.C. - SEEFLOOR PLANMECHANICALLY FASTENROCKWOOL FIRE STOP ATSTUDS / JOISTS - TYP.6.01-HR. RATED WALLASSEMBLY(INTERIOR FIREPARTITION WALL) -SHEET G-0051.01-HOUR RATEDFLOOR -SHEETG-0051" AIR SPACE2X4 STUDS AT 16" O.C. - SEEFLOOR PLAN2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.R-49 BATT INSULATION1-HR. PARTY WALL ASSEMBLY2012 GYPSUM ASSOCIATION FIRE RESISTANCE MANUAL -20th EDITION -FILE NO. WP3370 -REFER TO SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-0056.01-HR. RATED WALLASSEMBLY(INTERIOR FIREPARTITION WALL) -SHEET G-0051" AIR SPACEINTERIOR FLOORGRADENOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005SIDING PER ELEVATIONS- 4" CONC. SLAB- 6 MIL. VAPOR BARRIER- FREE-DRAINING MATERIAL(VERIFY w/ GEOTECH FORDEPTH)DRAIN SYSTEM PER CIVILDRAWINGS18" MIN.8"PAINTED METAL FLASHING w/END DAM & HEMMED EDGE.1 1/2 X10 TIMBERSTRAND LSLRIM JOISTS4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0051.01-HOUR RATEDFLOOR -SHEETG-005WEATHER RESISTIVE BARRIERSIDING PER ELEVATIONS2X6 PLATES2X BLOCKING1.01-HOUR RATEDFLOOR -SHEETG-0057.01-HR. RATED WALLASSEMBLY(INTERIORBEARING WALL) -SHEET G-0057.01-HR. RATED WALLASSEMBLY(INTERIORBEARING WALL) -SHEET G-0052X PRE-MANUFACTUREDTRUSSES AT 24" O.C.R-49 BATT INSULATION7.01-HR. RATED WALLASSEMBLY(INTERIORBEARING WALL) -SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-005BUILDING PAPER BETWEENBEAM & PAN DECKTREATED BEAM - SEESTRUCTURAL DWGSPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.BUILT-UP COLUMN1.01-HOUR RATEDFLOOR -SHEETG-0052.0DECK/BREEZEWAY-SHEET G-005SIDING PER ELEVATIONS5.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-0055.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-005GALV. METAL ANGLE - PERSTRUCTURALNOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTSNERVASTRAL FLASHING8"5/4X8 BARGE BOARDCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER1X3 TRIM2X P.E GABLE END TRUSSES7/16" A.P.A. RATED ROOFSHEATHING2X6 SPACER BOARDSEE MP SHEETS FOR MOISTURE PROTECTION, NOTES AND CALLOUTS.BLOWN INSULATION -SEE ENERGY CALCS5.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-0058.1RATEDROOF/CEILINGASSEMBLY(BREEZEWAYROOF) -SHEETG-005GYPSUM OR PLYWOODDRAFTSTOPJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:40 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA501DETAILSFOR AGENCY REVIEW09/28/20211" = 1'-0"1EXT. FOOTING - WALKWAY1" = 1'-0"4BEARING PARTITION FOOTING1" = 1'-0"71-HR PARTY WALL AT FNDN1" = 1'-0"12EAVE AT OVERHANG1" = 1'-0"81-HR PARTY WALL AT FLOOR1" = 1'-0"91-HR PARTY WALL AT ROOF1" = 1'-0"10EXT. FOOTING - GRADE1" = 1'-0"11INTER. FLOOR AT EXT. WALL1" = 1'-0"5INTERIOR WALL - TYP.1" = 1'-0"6INTERIOR WALL / ROOF1" = 1'-0"2LANDING AT BREEZEWAY1" = 1'-0"3ROOF STEP#DESC.DATE
CARBOARD BAFFLE4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-005SOFFIT VENTS - SEE ROOFPLANNOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTSCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.7/16" A.P.A. RATED ROOFSHEATHING4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-005NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTSVAULTED CEILING DECK8.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-0052X BLOCKING4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005CLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERNOTE:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS7/16" A.P.A. RATED ROOFSHEATHING5/4 X 8 FASCIA TRIMCONTINUOUS GALV. FLASHINGBLOCKING AS REQUIRED4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005P.T. BEAM PER STRUCTURAL2X6 SPACER BOARDSOFFIT VENTS - SEE ROOFPLANCARBOARD BAFFLESIDING PER ELEVATIONS2X6 PLATES3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECK2.0DECK/BREEZEWAY-SHEET G-0055.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-0053 SIDES: 2-LAYERS 2" RIGIDINSULATION R-13.1, TOTALR-26.2; TOP: 2-LAYERS 2" RIGIDSPRINKLER LINE2.0DECK/BREEZEWAY-SHEET G-005SPRINKLER LINE11 7/8"OPEN TO UNIT FOR HEATTRANSFER5/8" TYPE 'X' GYPSUM BOARD,TYP (4) SIDES(3) 5/8" TYPE 'X' GYPSUMBOARD PER TABLE 722.6.2(1):GWB=40 MIN x 3=120 MINUTESPROVIDE FIRE STOPPING AT2-HOUR PENETRATION;MANUFACTURERS APPROVEDFIRE CAULKING FOR CPVCPIPE1x4 TRIMCEMENTITIOUS SOFFIT BOARD2x12BEAM PER STRUCTURALUNITUNITJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:43 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA502DETAILSFOR AGENCY REVIEW09/28/20211" = 1'-0"9VAULTED TRUSS AT DORMER1" = 1'-0"6VAULTED TRUSS3/4" = 1'-0"8BUTTERFLY @ DECK1" = 1'-0"2SPRINKLER LINE CROSSING#DESC.DATE
5/4X8 BARGE BOARDCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER1X3 TRIM2X P.E GABLE END TRUSSES7/16" PLYWOOD SHEATHING2X6 SPACER BOARD7/16" A.P.A. RATED ROOFSHEATHINGSIDING PER ELEVATIONS1'-0"4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTSPRESSURE TREATED RAFTERw/ HANGER - REFER TO ROOFFRAMING FOR SIZE ANDSPACING2x10 RAFTERS AT 24" O.C.7/16" A.P.A. RATED ROOFSHEATHINGCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERCONTINUOUS ALUMINUMGUTTER5/4 X 8 FASCIA TRIM2X BLOCKING W/ (3) 2" DIA.SCRFEENED VENT HOLESSEE MP SHEETS FOR MOISTURE PROTECTION, NOTES AND CALLOUTS.P.T. BEAM PER STRUCTURAL8.1RATEDROOF/CEILINGASSEMBLY(BREEZEWAYROOF) -SHEETG-0052'-10"CLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER7/16" A.P.A. RATED ROOFSHEATHING2'-0"1X3 TRIM5/4X8 BARGE BOARD2x STIFFENERS WHERENEEDED DUE TO LONGERHORIZONAL CHORDS2X P.E GABLE END TRUSSES4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0058.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-005NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTSCONTINUOUS RIDGE VENTCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER7/16" A.P.A. RATED ROOFSHEATHINGNOTE:REFER TO ENERGY CALCULATIONS FOR INSULATION DATACLASS 'A'COMPOSITIONSHINGLES2x BLOCKING BETWEEN TRUSSES W/ 8d NAILS @ 6" O.C.NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS5/4 X 8 FASCIA TRIMCONTINUOUS ALUMINUMGUTTERCONTINUOUS GALV. FLASHING7/16" A.P.A. RATED ROOFSHEATHINGCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.NOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS2% SLOPE AWAY FROMBUILDING FOR MIN. DISTANCEOF 5'-0"2"8"SLAB ASSEMBLY- 4" CONC. SLAB- 4" FREE DRAINING MATERIAL(VERIFY w/ GEOTECH.)8"2X4 STUDS AT 16" O.C. - SEEFLOOR PLANR-49 BATT INSULATION8.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-0056.01-HR. RATED WALLASSEMBLY(INTERIOR FIREPARTITION WALL) -SHEET G-0051"MECHANICALLY FASTENROCKWOOL FIRE STOP ATSTUDS / JOISTS - TYP.CLASS 'A'COMPOSITIONSHINGLESCONTINUOUS RIDGE VENTNOTES:SEE MP SHEETS FOR MOISTURE PROTECTION NOTES AND CALLOUTS48" MIN.NOTE:DISTANCE BETWEEN SPLICE IN TOP PLATE: 2 BAYS MIN.CONTINUOUS ALUMINUMGUTTER5/4 X 8 FASCIA TRIMCONTINUOUS GALV. FLASHING2X BLOCKING W/ (3) 2" DIA.SCRFEENED VENT HOLESROUGH-SAWN PLYWOODSOFFIT w/ VENTINGPRESSURE TREATED 8X8POST (7 1/2" ACTUAL MIN.)2X T&G ROOF PLANKING(SELECT GRADE)7/16" A.P.A. RATED ROOFSHEATHINGCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERSIMPSON COLUMN TO BEAMCONNECTORO.H.1'-0"STONE VENEER (VERIFY W/OWNER)4" CONCRETE WALKWAYCONT. BEAD OF SEALANTMORTAR BEDPRESSURE TREATED 8X8POST (7 1/2" ACTUAL MIN.)10"4"4"1'-6"2'-7"SIMPSON CB88 STYLE POSTBASECONCRETE CAP W/ BULLNOSEEDGE. PROVIDE DRIP EDGEUNDER LIPJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:46 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA503DETAILSFOR AGENCY REVIEW09/28/20211" = 1'-0"6RAKE / BARGE1" = 1'-0"8ROOF AT BREEZEWAY1" = 1'-0"3DECORATIVE DORMER BUILD-OUT1" = 1'-0"5RIDGE VENT3" = 1'-0"2GUTTER1" = 1'-0"4THICKENED SLAB EDGE1" = 1'-0"121-HR PARTY WALL AT RIDGE1" = 1'-0"1TOP PLATE SPLICE1" = 1'-0"11EAVE AT PORCH1" = 1'-0"10PORCH COLUMN BASE#DESC.DATE
PER I.B.C., REQUIRED GUARDSSHALL NOT HAVE OPENINGSWHICH ALLOW PASSAGE OF ASPHERE 4" IN DIAMETER FROMTHE WALKING SURFACE TOTHE REQUIRED GUARDHEIGHT. FROM A HEIGHT OF36" TO 42", GUARDS SHALL OTHAVE OPENINGS WHICHALLOW PASSAGE OF ASPHERE 4-3/8" IN DIAMETER.4"42" MIN.4"42" MIN.SLOPE1/8" :12BEAM PER STRUCTURAL3/4" MDO TRIM3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECK1 1/2" METAL HANDRAIL -ATTACH TO GUARDRAIL PERMANUFACTURER'SRECOMMENDATIONS34"-38"RAILING AT STRINGERRAILING AT EDGE1 1/2" DIA. WOOD HANDRAIL(CONTINUOUS)36" MAX.NOTE:FOR ADDITIONAL NOTES SEE STAIR LANDING DETAILS POWDER-COATED WALLMOUNTED STEEL RAILSYSTEMNOTE:FOR ADDITIONAL NOTES SEE STAIR LANDING DETAILS 36" MAX.1'-0 7/16"4X12 PRESSURE TREATEDSTRINGER EACH SIDE OFTREAD, TO BE DIRECTLYATTACHED TO METAL DECK ATLANDINGBEAM PER STRUCTURALSLOPED SIMPSON HUC412HANGER DIRECTLY TO BEAM -VERIFY W/ STRUCTURALDWGSALL 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 DETAIL3/4" MDO TRIMMAX.4"11"7" MAX2.0DECK/BREEZEWAY-SHEET G-00542"POWDER-COATED WALLMOUNTED STEEL RAILSYSTEMP.T. BEAM PER STRUCTURALNAIL DECK TO BEAM W/ GALV.OR STAINLESS STEEL 16dNAILS AT EVERY OTHER FLUTESLOPE1/8" :123 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECKFLASHINGPOWDER-COATED STEEL RAILSYSTEMPER I.B.C., REQUIRED GUARDSSHALL NOT HAVE OPENINGSWHICH ALLOW PASSAGE OF ASPHERE 4" IN DIAMETER FROMTHE WALKING SURFACE TOTHE REQUIRED GUARDHEIGHT. FROM A HEIGHT OF36" TO 42", GUARDS SHALL OTHAVE OPENINGS WHICHALLOW PASSAGE OF ASPHERE 4-3/8" IN DIAMETER.4"42"2.0DECK/BREEZEWAY-SHEET G-005SLOPE1/8" :12BEAM PER STRUCTURAL5/4" X 12" WHITE WOOD TRIM4X12 PRESSURE TREATEDSTRINGER EACH SIDE OFTREAD, TO BE DIRECTLYATTACHED TO METAL DECK ATLANDING - ATTACHMENT PERSTRUCTURAL DWGS.NOTE:ALL STRUCTURAL MATERIAL EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAYNOTE:SLAB ASSEMBLY CONSTRUCTED PER 2004 UL FIRE RESISTANCE DIRECTORY DESIGN NO. D902. (W/ 3-1/2" CONC. ABOVE DECK) SEE SHEET G-005 FOR DESCRIPTION.11"7" MAX4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005NOTE:TREAD NOSINGS TO BE SLIP RESISTANT AND ROUNDED TO A RADIUS OF 1/2" MAX.8"4"MIN.3"9" 9"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".POWDER-COATED STEEL RAILSYSTEMPER I.B.C., REQUIRED GUARDSSHALL NOT HAVE OPENINGSWHICH ALLOW PASSAGE OF ASPHERE 4" IN DIAMETER FROMTHE WALKING SURFACE TOTHE REQUIRED GUARDHEIGHT. FROM A HEIGHT OF36" TO 42", GUARDS SHALL OTHAVE OPENINGS WHICHALLOW PASSAGE OF ASPHERE 4-3/8" IN DIAMETER.BEAM PER STRUCTURALNAIL DECK TO BEAM W/ GALV.OR STAINLESS STEEL 16dNAILS AT EVERY OTHER FLUTESLOPE1/8" :12BEAM PER STRUCTURALFOAM BETWEEN RIBS OF PANDECKNAIL DECK TO BEAM W/ GALV.OR STAINLESS STEEL 16dNAILS AT EVERY OTHER FLUTE- PER STRUCTURAL3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECKPRESSURE TREATED POSTSLOPE1/8" :12ALL STRUCTURAL MAT'L EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF A MATERIAL OF NATURAL RESISTANCE TO DECAY.SEE MP SHEETS FOR MOISTURE PROTECTION, NOTES AND CALLOUTS.3'-2"4"42" ABOVE FINISH LEVELROCKWOOL FIRESTOP AT 2X4STUD FIRESTOPS - TYPICALGALV. METAL ANGLE - PERSTRUCTURAL18GA. WELDED WIRE FABRICCONTINUOUS GALV. FLASHING18GA. WELDED WIRE FABRIC1"3/4" MDO TRIMCONTINUOUS GALV. FLASHING3/4" MDO TRIMBUILDING PAPER BETWEENBEAM & PAN DECKNERVASTRAL FLASHING8"SIDING PER ELEVATIONSPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECK2.0DECK/BREEZEWAY-SHEET G-0055.01-HOUR RATEDEXTERIORBREEZEWAYWALLS -SHEETG-005BUILT-UP COL.NERVASTRAL FLASHING -EXTEND 6" ABOVE AND BELOWDECK - LAP O/ GYP.SHEATHING AND INSTALLBLDG. PAPER OVER.GALV. METAL ANGLE - PERSTRUCTURALNERVASTRAL FLASHING4"42" MIN.PER I.B.C., REQUIRED GUARDSSHALL NOT HAVE OPENINGSWHICH ALLOW PASSAGE OF ASPHERE 4" IN DIAMETER FROMTHE WALKING SURFACE TOTHE REQUIRED GUARDHEIGHT. FROM A HEIGHT OF36" TO 42", GUARDS SHALL OTHAVE OPENINGS WHICHALLOW PASSAGE OF ASPHERE 4-3/8" IN DIAMETER.3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECK4" 4"2"x2" POWDER-COATED METALMESH INSERT2"1"1"2"43"3"GALV. METAL ANGLE - PERSTRUCTURAL3 1/2" FULL STRENGTH CONC.OVER 18 GA. 'VERCO' BFORMLOCK DECKFOAM BETWEEN RIBS OF PANDECKSLOPE1/8" :12GALV. METAL ANGLE - PERSTRUCTURAL18GA. WELDED WIRE FABRIC1"5/8" TYPE 'X' GWB FLAMEBLOCK - CONTINUE TOUNDERSIDE OF PLYWOOD @FIRE BARRIER LOCATIONSNERVASTRAL FLASHING8"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:50 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA504DETAILS -BREEZEWAY / DECKFOR AGENCY REVIEW09/28/20211" = 1'-0"5GENERAL HANDRAIL DETAILS1" = 1'-0"7RAILING AT STAIR LANDING1" = 1'-0"9RAILING AT STAIRS1" = 1'-0"12LANDING ADJ. TO STAIRS1" = 1'-0"8MID-LANDING AT EXT. WALL1" = 1'-0"11STAIR AT MID-LANDING1" = 1'-0"10STRINGERS AT SLAB1" = 1'-0"4METAL PAN DECK1" = 1'-0"6MID-LANDING AT EXTERIOR WALL1" = 1'-0"2METAL GUARDRAIL1" = 1'-0"3METAL PAN DECK AT BUMPOUTS#DESC.DATE
3 1/2" FIBER CEMENT HEADTRIM w/ STANDARD MITER CUT3 1/2" FIBER CEMENT AT SILLAND JAMB TRIM w/ STANDARDMITER CUTDOOR (PER PLANS)EDGE OF FRAME6A5055A5054A5051X WOOD TRIM, TYP. AT DOORSURROUND5/8" TYPE 'X' GYPSUM BOARD4X8 HEADERS - PERSTRUCTURAL1/2"1x TRIM BEYONDWOOD BIPASS DOORBLOCKING AS REQUIREDCLOSETROOM3"DOOR PER PLANWOOD DOOR JAMB1X WOOD TRIM, TYP. AT DOORSURROUND5/8" TYPE 'X' GYPSUM BOARD4X8 HEADERS - PERSTRUCTURAL3"TYP.DOOR PER PLANWOOD DOOR JAMB1X WOOD TRIM, TYP. AT DOORSURROUND5/8" TYPE 'X' GYPSUM BOARD3 1/2" FIBER CEMENT HEADTRIM w/ STANDARD MITER CUT3 1/2" FIBER CEMENT AT SILLAND JAMB TRIM w/ STANDARDMITER CUT3 1/2" FIBER CEMENT AT SILLAND JAMB TRIM w/ STANDARDMITER CUTEDGE OF SCREENVINYL WINDOWS (PER PLAN)1/2"1 1/2"EDGE OF SCREENVINYL WINDOWS (PER PLAN)1x SILL - TYP.1x3 APRON - TYP....1/2" MAX. w/o RAMP -BEVEL REQUIRED.1/4" MAX. w/o BEVEL.SET THRESHOLD IN SEALANT AT CONCRETE1/4" MAX. ABRUPT CHANGE.12BEVEL SLOPE:1 VERT.:2 HORIZ.?4X8 HEADERS - PERSTRUCTURAL5/8" TYPE 'X' GYPSUM BOARD2X4 STUDS AT 16" O.C. - SEEFLOOR PLAN1X WOOD TRIM, TYP. ATSIDELITE SURROUND1x WOOD STOPS; CENTERGLASS IN FRAMEGLASS PER SPECIFICATION3"1 1/2"3"5/8" TYPE 'X' GYPSUM BOARDFRAMING PER PLAN1X WOOD TRIM, TYP. AT DOORSURROUND1x WOOD STOPS; CENTERGLASS IN FRAMEGLASS PER SPECIFICATIONLINE OF SILL BELOW1x WOOD STOPS; CENTERGLASS IN FRAMEGLASS PER SPECIFICATION2"FRAMING PER PLAN2 1/2"1x WOOD APRON & SILL w/EASED EDGES1x WOOD STOPS; CENTERGLASS IN FRAME1X2 WOOD DOOR TRIM - TYP.AT SIDELITE SURROUNDJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:53 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA505DETAILSFOR AGENCY REVIEW09/28/20211" = 1'-0"1DOOR TRIM AT F.C.B.SIDING3" = 1'-0"4INTERIOR BI-PASS DOOR HEAD3" = 1'-0"6INTERIOR DOOR HEAD3" = 1'-0"5INTERIOR DOOR JAMB1" = 1'-0"3WINDOW TRIM - EXTERIOR1" = 1'-0"2WINDOW TRIM - INTERIOR3" = 1'-0"10BARRIER FREE THRESHOLDALONG ROUTE3" = 1'-0"9INTERIOR DOOR SIDELITE - HEAD3" = 1'-0"8INTERIOR DOOR SIDELITE - JAMBS3" = 1'-0"7INTERIOR DOOR SIDELITE - SILL#DESC.DATE
WATER LINE(S)DRAIN LINESEE SHEET G-005FOR FLOOR/WALL ASSEMBLYNOTE:SEE SHEET A-508 FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONSAT 16" O.C.2X STUDS(1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD -TYPICAL AT BEARING / RATED WALLS ONLY2X STUDS - TYP.2x BLOCKING - TYPICAL ATTOP AND BOTTOM OF CABINETMEDICINE CABINETPLANELEVATION(1) LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD -TYPICAL AT BEARING / RATED WALLS ONLY6'-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. - SEEFLOOR PLAN9"BLOCKING AT COUNTERTOPBRACE - 3/4" PLYWOOD COVERED IN LAMINATE TO MATCH COUNTERTOP, TYP. (PROVIDE 30" CLEAR BETWEEN FACE OF BRACES AS INTERMEDIATE SUPPORTS)STAINLESS STEEL ANGLEDBRACKET - SCREW TOBLOCKING END BRACE,TYPICAL19"x27" MIN CLEAR UNDER COUNTERMIN CLEAR KNEE/TOE SPACE UNDER COUNTERNOTE:1. COUNTER CLEARANCES MUST COMPLY WITH ALL CLEARANCES.2. ALL ADA ACCESSIBLE SINKS, LAVS, WORK COUNTERS, AND LAUNDRY FOLDING COUNTERS, TYP, UNOEQ EQFLEXIBLE METAL DUCTTYPEPER WALLMAX. 4" NOM. DIA. SHEETMETAL DUCT ELBOW (26 GA.MIN.) INTO ROOM / AND (26 GA.MIN) TO EXTERIORSTRAP DUCT TO CENTER OFSTUD EVER 12" O.C. (26 GA.GALV. STEEL)2" MIN.NOTES:1. MAX. DIA. OF PENETRATION TO BE 21-1/2" PER UL.2. ANNULAR SPACE AT PENETRATION = MIN. 0"/ MAX. 5/8" PER UL.MIN. 1/4" DIA. BEAD OF 3M FIRE BARRIER CP-25WB+ CAULK OR MPS-2+ PUTTY (OR EQUAL) APPLIED TO THE WRAP STRIP/WALL INTERFACE AND THE EXPOSED EDGE OF THE WRAP STRIP LAYERS. SEPERATION24" MIN.ELECTRICAL BOXNOTES:1. 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.2. BOXES ON OPPOSITE SIDES OF WALLS SHALL BE OFFSET BY A MINIMUM OF 24 INCHES.3. 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 MATERIAL1-HR. WALLSEE SHEET G-005FOR FLOOR/WALL ASSEMBLYNOTE:SEE SHEET A-508FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONSVENT / EXHAUST DUCT - 26 GA.METAL DUCTS WHERE DUCTPENETRATES RATEDCONSTRUCTION1/2" RESILIENT CHANNELS AT12" O.C.(2) LAYERS 5/8" TYPE 'X' GWBVENT / EXHAUST DUCT2x4 SOLID BLOCKINGBLOCKING AS REQUIRED5/8" GWB, EXTEND TO BOTTOMOF RESILIENT CHANNEL ANDBUTT INTO 5/8" GWB ATCEILINGROCKWOOD @ SOUND CHANNEL, TYP.GYPSUM END PANEL BEYOND, LOCATED @ BOTH ENDS OF CHASE TO CREATE 2' WIDE BOXLINE THE JOIST BAY W/ 5/8"TYPE 'X' GWB ON FOUR SIDESOF BAY ENDS. OR TWOLAYERS OF TYPE 'C.'(2) LAYERS 5/8" TYPE 'X' GWBFIRE RESISTIVE CAULK ATPENETRATION(2) LAYERS 5/8" TYPE 'X' GWB(2) LAYERS 5/8" TYPE 'X' GWBSEE SHEET G-005FOR FLOOR/WALL ASSEMBLYNOTE:SEE SHEET A-508FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONSMECHANICALLY FASTENROCKWOOL FIRE STOP ATSTUDS / JOISTS - TYP.HEIGHT OF TUB SURROUNDSEE SHEET G-005FOR FLOOR/WALL ASSEMBLYNOTE:SEE SHEET A-508FOR TYPICAL FIRESTOPPING DETAILS AT THESE LOCATIONS1 1/4" GYPCRETEUNDERLAYMENT (1" OVER 1/4"ACOUSTIC MAT, AT VINYLLOCATIONS)PRE-ROCK AT BEARING WALLS AND ONE-HOUR SEPERATION WALLSAT 16" O.C.2X STUDSONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD -TYPICAL (AT BEARING WALLS ONLY)2X STUDS - TYP.2x BLOCKING - TYPICAL ATTOP AND BOTTOM OF CABINETFIRE-EXTINGUISHER CABINET (9"X19" ROUGH OPENING)PLANELEVATIONONE LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD -TYPICAL (AT BEARING WALLS ONLY)4'-0" A.F.F.SEE SHEET G-005FOR ASSEMBLY8.0NON-RATEDROOF/CEILINGASSEMBLY (UNIT -ROOF) -SHEETG-00520" MIN.30" MIN.LOCKRATED CEILING AT BREEZEWAY1-HR RATED ACCESS LID8.1RATEDROOF/CEILINGASSEMBLY(BREEZEWAYROOF) -SHEETG-0052" 22" 2"22"3"2"30"2"3"4" 26" 4"SELF-CLOSING BOMBER HINGE3/4" PLYWOOD DOOR3/4" PLYWOOD FRAME2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.GYPSUM OR PLYWOODDRAFTSTOP4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-00524 GA. SHEET METAL ROOFSTEP FLASHINGCONTINUOUS ALUMINUMGUTTER5/4 X 8 FASCIA TRIMBEAM - PER STRUCTURAL1'-6" 6"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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:56 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA506DETAILS -MISC.FOR AGENCY REVIEW09/28/20211" = 1'-0"9FIRESTOP AT LAVATORY1" = 1'-0"2RECESSED MEDICINE CABINET1" = 1'-0"12ACCESSIBLE COUNTERTOP SUPPORT1 1/2" = 1'-0"7TYP. FIRESTOPPING AT DUCT1 1/2" = 1'-0"4ELECTRICAL BOXES IN RATED WALLS1" = 1'-0"10VENT AT FLOOR /CEILING1" = 1'-0"3FIRESTOP AT TOILET1" = 1'-0"6FIRESTOP AT TUB AT PARTY WALL1" = 1'-0"5SEMI-RECESSED FIRE-EXTINGUISHER1" = 1'-0"11ATTIC ACCESS1" = 1'-0"8DRAFTSTOP ACCESS DOOR1" = 1'-0"1SHED ROOF O/ UTILITIES#DESC.DATE
NOTE:THROUGH PENETRATION RATING FROM U.L. FIRE RESISTANCE DIRECTORY, SEE BELOW FOR DETAILS.PENETRANTS, SEE ASSEMBLYDESCRIPTIONMIN. 3/4" THICKNESS OF 3MFIRE BARRIER CP-25WB+CAULK OR MPS-2+ PUTTY TOFILL ANNULAR SPACEBETWEEN PENETRANTSDOUBLE 2x6 TOP PLATES2x6 SILL PLATEMIN. 3/4" THICKNESS OF 3MFIRE BARRIER CP-25WP+CAULK OR MPS-2+ PUTTY TOCOMPLETELY FILL ANNULARSPACE, FLUSH W/ TOPSURFACE OF FLOOR3M FIRE BARRIER FS-195+WRAP STRIP, MIN. 1/4" THICKMIN. 1/2" CROWN OF 3M FIREBARRIER CP-25WB+ CAULK ORMPS-2+ PUTTY APPLIED ATPERIMETER OF WRAP STRIPAT ITS INTERFACE WITH THETOP PLATE.1. FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW:A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER , PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4-1/2 IN.B. JOISTS- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.C. WALLBOARD, GYPSUM- NOM 4 FT WIDE BY 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. WALLBOARD NAILED TO WOOD JOISTS. MAX DIAM OF CEILING OPENING IS 4-1/2 IN1.1 CHASE WALL (OPTIONAL, SHOWN)- THE THROUGH PENETRANTS (ITEM 2) MAY BE ROUTED THROUGH A 1 HR FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIAL AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS.B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED.C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 4-1/2 IN.D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN. 2. THROUGH PENETRANTS- PIPES, CONDUITS, TUBING OR CABLES TO BE BUNDLED WITHIN THE OPENING SUCH THAT THE AGGREGATE CROSS-SECTIONAL AREA OF PENETRANTS IN OPENING TO BE A MIN 42 PERCENT TO MAX 54 PERCENT OF THE CROSS-SECTIONAL AREA OF THE OPENING IN FLOOR-CEILING. A MIN 1/4 IN. ANNULAR SPACE SHALL BE MAINTAINED AROUND UNINSULATED METALLIC PIPES. THE SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING SHALL BE A MIN 1/4 IN. PENETRANTS TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF PENETRANTS MAY BE USED:A. METALLIC PIPES- THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS, OR TUBING MAY BE USED:A1. STEEL PIPE- NOM 3/4 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE.A2. CONDUIT- NOM 3/4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR STEEL CONDUIT.A3. COPPER TUBING- NOM 3/4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.A4. COPPER PIPE- NOM 3/4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.ALL PIPES, COPNDUITS OR TUBING LARGER THAN NOM 1/2 IN. DIAM SHALL BE PROVIDED WITH PIPE COVERING (ITEM 2D).B. NONMETALLIC PIPES- A MAX OF ONE NONMETALLIC PIPE OR CONDUIT MAY BE USED. A MIN 1/4 IN. SPACE SHALL BE MAINTAINED BETWEEN UNINSULATED METALLIC PIPES AND NONMETALLIC PIPES OR CONDUITS. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:B1. POLYVINYL CHLORIDE (PVC) PIPE- NOM 1-1/4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B2. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 1-1/4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.B3. RIGID NONMETALLIC CONDUIT++- NOM 1-1/4 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).C. CABLES- MAX 7/C NO. 12 AWG MULTICONDUCTOR POWER AND CONTROL CABLES, XLPE OR PVC INSULATION WITH XLPE OR PVC JACKET.D. PIPE COVERING- THE FOLLOWING TYPES AND SIZES OF PIPE COVERINGS MAY BE USED WITH THE METALLIC PIPES:D1. TUBE INSULATION-PLASTICS+- NOM 1/2 IN. THICK ACRYLONITRILE BUTADIENE/ POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING.SEE PLASTICS+ (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED.D2. PIPE COVERING- NOM 1/2 IN. THICK HOLLOW CYLINDRICAL HEAVY DENSITY (MIN 3.5 PCF) GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL FASTENERS OR FACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS SECURED WITH METAL FASTENERS OR WITH BUT TAPE SUPPLIED WITH THE PRODUCT.SEE PIPE AND EQUIPMENT COVERING-MATERIALS (BRGU) CATEGORY IN THE BUILDING MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.3. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. FILL, VOID OR CAVITY MATERIALS-WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT MATERIAL SUPPLIED IN 2 IN. WIDE STRIPS. ONE WRAP STRIP TIGHTLY WRAPPED AROUND PERIMETER OF PENETRANTS (FOIL SIDE EXPOSED) AND HELD IN POSITION USING TWO STEEL WIRE TIES. WRAP STRIP RECESSED INTO OPENING SUCH THAT 3/4 TO 1 IN. EXTENDS BELOW THE BOTTOM SURFACE OF THE GYPSUM WALLBOARD CEILING OR TOP PLATE WHEN OPTIONAL CHASE WALL IS USED. MINNESOTA MINING & MFG. CO. - FS-195+B. FILL, VOID OR CAVITY MATERIALS-CAULK OR PUTTY- MIN 3/4 IN. THICKNESS OF CAULK OR PUTTY APPLIED TO COMPLETELY FILL ANNULAR SPACE INSIDE OF WRAP STRIP AND BETWEEN PENETRANTS, FLUSH WITH THE BOTTOM SURFACE OF CEILING AND EXTENDING DOWNWARD. MIN 5/8 IN. THICKNESS OF CAULK OR PUTTY APPLIED WITHIN ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING FLUSH WITH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/2 IN. CROWN OF CAULK OR PUTTY APPLIED AROUND THE PERIMETER OF THE WRAP STRIP AT ITS INTERFACE WITH THE GYPSUM WALLBOARD CEILING OR TOP PLATE. MIN. 3/4 IN. THICKNESS OF CAULK OR PUTTY APPLIED TO COMPLETELY FILL ANNULAR SPACE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP 25WB+ CAULK, MPS-2+ PUTTYMIN. 5/8" THICKNESS OF 3MFIRE BARRIER CP-25WB+CAULK OR MPS-2+ PUTTYAROUND PERIMETER OFWRAP STRIP, FLUSH WITHBOTTOM OF TOP PLATE.1. FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED WOOD TRUSS OR COMBINATION WOOD AND STEEL TRUSS FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L500 SERIES DESIGNIN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW:A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER , PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4-1/2 IN.B. JOISTS- NOM 2 BY 10 IN. DEEP (OR DEEPER) LUMBER JOISTS SPACED 16 IN. O.C. WITH NOM 1 BY 3 IN. LUMER BRIDGING AND WITH ENDS FIRESTOPPED OR STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERSWITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.C. WALLBOARD, GYPSUM- NOM 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR/ CEILING DESIGN. FIRST LAYER OF WALLBOARD NAILED TO WOOD JOISTS. SECOND LAYER OF WALLBOARD SCREW-ATTACHED TO FURRING CHANNELS.2. CHASE WALL- THE THROUGH PENETRANT (ITEM 3) SHALL BE ROUTED THROUGH A 1 HR FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE ULFIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS. B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED.C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 5 IN.D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN.3. THROUGH PENETRANTS- ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. DIAM OF OPENINGS THROUGH FLOORING SYSTEM TO BE EQUAL TO THE OUTSIDE DIAM OF THROUGH-PENETRANT. DIAM OF OPENING THROUGH TOP PLATE TO PROVIDE A MAX ANNULAR SPACE DEPENDENT ON THE NOM DIAM OF THROUGH-PENETRANT, AS SHOWN IN THE TABLE UNDER ITEM 4. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE FLOORING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:A. POLYVINYL CHLODIRE (PVC) PIPE- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 4 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID-CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.4. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. FILL, VOID OR CAVITY MATERIALS-WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 1 AND 2 IN. WIDE STRIPS. STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOILSIDE EXPOSED) WITH THE TOP EDGES BUTTED AGAINST THE UNDERSIDE OF THE TOP PLATE. THE MIN WRAP STRIP WIDTH, THE NUMBER OF LAYERS OF WRAP STRIP REQUIRED, AND THE ANNULAR SPACE IS DEPENDENT UPON THE NOM PIPE AS SHOWN IN THE FOLLOWING TABLE:NOM PIPE ANNULAR SPCACE. WRAP STRIP WRAP STRIPDIAM, IN. IN WIDTH, IN. LAYERS REQUIRED1/2 TO 2 0 TO 3/16 1 11/2 TO 2 0 TO 1/4 2 12-1/2, 3 0 TO 1/4 1 32-1/2, 3 0 TO 1/4 2 24 0 TO 1/4 2 2EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, BUTTED SEAMS IN SUCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS TEMPORARILY HELD IN POSITION USING ALUMINUM FOIL TAPE, STEEL WIRE TIE, OR EQUIVALENT. MINNESOTA MINING & MFG. CO. - FS-195+B. STEEL COLLAR- NOM 1 OR 2 IN. DEEP COLLAR, DEPENDENT ON THE WIDTH OF THE WRAPPED TIGHTLY AROUND WRAP STRIP LAYERS WITH A MIN 1 IN. OVERLAP AT SEAM. TABS TO RETAIN WRAP LAYERS. COILS OF PRECUT MIN 0.016 IN. THICK (30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE COLLAR MAY BE FIELD-FABRICATED FROM MIN 0.016 IN. THICK (30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. STEEL COLLAR, WITH ANCHOR TABS BENT OUTWARD 90 DEGREE, WRAP STRIP, WITH 1-1/4 IN. WIDE BY 2 IN. LONG ANCHOR TABS AND MIN 1/2 IN. LONG WITH STEEL COLLAR ANCHOR TABS PRESSED TIGHTLY AGAINST TOP PLATE SURFACE(S), COMPRESS COLLAR AROUND WRAP STRIP LAYERS USING A MIN 1/2 IN. WIDE BY 0.028 IN. THICK STAINLESS STEEL BAND CLAMP WITH WORM DRIVE TIGHTENING MECHANISM AT THE COLLAR MIDHEIGHT. AS AN ALTERNATE TO THE BAND CLAMP, COLLARS MAY BE SECURED BY A MEANS NO. 10 BY 1/2 IN. LONG SHEET METAL SCREWS INSTALLED IN THE VERTICAL AXIS AT THE CENTER OF THE 1 IN. OVERLAP ALONG THE PERIMETER JOINT OF THE COLLAR. A MIN. OF TWO AND THREE SCREWS ARE REQUIRED FOR 1 AND 2 IN. DEEP COLLARS, RESPECTIVELY. SECURE COLLAR TO TOP PLATE WITH 1/4 IN. DIAM BY MIN. 2 IN. LONG STEEL SCREWS WITH MIN. 1-1/4 IN. DIAM STEEL FENDER WASHERS. TWO SCREWS SYMMETRICALLY LOCATED, REQUIRED FOR NOM 1/2 IN. TO 2 IN. DIAM PIPES. THREE SCREWS, YMMETRICALLY LOCATED, REQUIRED FOR NOM. 3 IN. DIAM PIPES. FOUR SCREWS, YMMETRICALLY LOCATED, REQUIRED FOR NOM. 4 IN. DIAM PIPES. AS A FINAL STEP, BEND RETAINER TABS 90 DEGREES TOWARD PIPE TO LOCK WRAP STRIP LAYERS IN POSITION.C. FILL, VOID OR CAVITY MATERIALS-CAULK OR PUTTY- GENEROUS APPLICATION OF CAULK OR PUTTY TO BE APPLIED AROUND THE PERIMETER OF THE STEEL COLLAR AT ITS INTERFACE WITH THE TOP PLATE AND AROUND THE PERIMETER OF THE PIPE AT ITS INTERFACE WITH THE WRAP STRIP LAYERS. CAULK ALSO APPLIED AROUND PERIMETER OF PIPE TO FILL ANNULAR SPACE TO MAX EXTENT POSSIBLE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP WB+ CAULK, MPS-2+ PUTTYNOTE:THROUGH PENETRATION RATING FROM U.L. FIRE RESISTANCE DIRECTORY, SEE BELOW FOR DETAILS.PLASTIC PIPE, SEE ASSEMBLYDESCRIPTION2x6 SILL PLATE3M FIRE BARRIER CP-25WB+CAULK OR MPS-2+ PUTTY TOFILL ANNULAR SPACE, FLUSHWITH TOP OF FLOORDOUBLE 2X6 TOP PLATES3M FIRE BARRIER CP-25WB+CAULK OR MPS-2+ PUTTY TOFILL ANNULAR SPACE, FLUSHWITH TOP OF FLOOR3M FIRE BARRIER FS-195+WRAP STRIP W/ 3M FIREBARRIER RC-1 RESTRICTINGCOLLAR2x6 SILL PLATEDOUBLE 2x6 TOP PLATESPLASTIC PIPE, SEE ASSEMBLYDESCRIPTIONMIN. 3/4" THICKNESS OF 3MMFIRE BARRIER CP-25WP+CAULK TO COMPLETELY FILLANNULAR SPACE, FLUSH W/TOP SURFACE OF FLOORNOTE:THROUGH PENETRATION RATING FROM U.L. FIRE RESISTANCE DIRECTORY, SEE BELOW FOR DETAILS.3M FIRE BARRIER FS-195+WRAP STRIP, MIN. 1/4" THICKMIN. 5/8" THICKNESS OF 3MFIRE BARRIER CP-25WB+CAULK FLUSH W/ BOTTOM OFTOP PLATEMIN. 1/2" CROWN OF 3M FIREBARRIER CP-25WB+ CAULKAOUND PERIMETER OF WRAPSTRIP AT THE INTERFACEWITH THE TOP PLATEMIN. 1/4" CROWN OF 3M FIREBARRIER CP-25WB+ CAULKAROUND PERIMETER OFPENTRANT AND ITSINTERFACE WITH THE WRAPSTRIP.NOM. 4" WIDE, 3 MIL. THICK, ALUMINUM TAPE WRAPPED AROUND PIPE.1. FLOOR-CEILING ASSEMBLY - THE 1 HR FIRE-RATED SOLID OR TRUSSED LUMBER JOIST FLOOR-CEILING ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL L500 SERIES FLOOR-CEILING DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, AS SUMMARIZED BELOW:A. FLOORING SYSTEM- LUMBER OR PLYWOOD SUBFLOOR WITH THE FINISH FLOOR OF LUMBER , PLYWOOD OR FLOOR TOPPING MIXTURE AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. MAX DIAM OF FLOOR OPENING IS 4-1/2 IN.B. JOISTS- NOM 10 IN. DEEP (OR DEEPER) LUMBER, STEEL OR COMBINATION LUMBER AND STEEL JOISTS, TRUSSES OR STRUCTURAL WOOD MEMBERS WITH BRIDGING AS REQUIRED AND WITH ENDS FIRESTOPPED.C. WALLBOARD, GYPSUM- NOM 4 FT WIDE BY 5/8 IN. THICK AS SPECIFIED IN THE INDIVIDUAL FLOOR-CEILING DESIGN. WALLBOARD NAILED TO WOOD JOISTS. MAX DIAM OF CEILING OPENING IS 4-1/2 IN.1.1 CHASE WALL (OPTIONAL, SHOWN)- THE THROUGH PENETRANTS (ITEM 2) MAY BE ROUTED THROUGH A 1 HR FIRE-RATED SINGLE, DOUBLE OR STAGGERED WOOD STUD/GYPSUM WALLBOARD CHASE WALL CONSTRUCTED OF THE MATERIAL AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS- NOM 2 BY 6 IN. OR DOUBLE NOM 2 BY 4 IN. LUMBER STUDS.B. SOLE PLATE- NOM 2 BY 6 INL OR PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED.C. TOP PLATE- THE DOUBLE TOP PLATE SHALL CONSIST OF TWO NOM 2 BY 6 IN. OR TWO SETS OF PARALLEL 2 BY 4 IN. LUMBER PLATES, TIGHTLY BUTTED. MAX DIAM OF OPENING IS 4-1/2 IN.D. WALLBOARD, GYPSUM- THICKNESS, TYPE, NUMBER OF LAYERS AND FASTENERS SHALL BE AS SPECIFIED IN INDIVIDUAL WALL AND PARTITION DESIGN.2. THROUGH PENETRANTS- ONE NONMETALLIC PIPE OR CONDUIT TO BE INSTALLED APPROX MIDWAY BETWEEEN WOOD JOISTS. DIAM OF OPENINGS HOLE-SAWED THROUGH FLOORING SYSTEM AND THROUGH GYPSUM WALLBOARD CEILING OR TOP PLATES OF OPTIONAL CHASE WALL TO BE 1/2 TO 5/8 IN. LARGER THAN THE OUTSIDE DIAM OF THROUGH-PENETRANT. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLICPIPES OR CONDUITS MAY BE USED:A. POLYVINYL CHLORIDE (PVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.B. RIGID NONMETALLIC CONDUIT+- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.D. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.3. FIRESTOP SYSTEM- THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. FOIL TAPE- NOM 4 IN. WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUND PIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 3B). MIN OF ONE WRAP, FLUSH WITH THE CEILING AND PRECEEDING DOWNWARD.B. FILL, VOID OR CAVITY MATERIALS- NOM 1/4 IN. THICK INTUMESCENT MATERIAL SUPPLIED IN 2 IN. WIDE STRIPS. ONE WRAP STRIP TIGHTLY WRAPPED AROUND PERIMETER OF PENETRANT (FOIL SIDE EXPOSED) AND HELD IN POSITION USING TWO STEEL WIRE TIES. WRAP STRIP RECESSED INTO OPENING SUCH THAT 1/2 TO 3/4 IN. EXTENDS BELOW THE BOTTOM SURFACE OF THE GYPSUM WALLBOARD CEILING OR TOP PLATE WHEN OPTIONAL CHASE WALL IS USED. MINNESOTA MINING & MFG. CO. - FS-195+C. FILL, VOID OR CAVITY MATERIALS-CAULK- MIN 5/8 IN. THICKNESS OF CAULK APPLIED WITHIN ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING FLUSH BOTTOM SURFACE OF CEILING OR TOP PLATE. MIN 1/2 IN. CROWN OF CAULK APPLIED AROUND THE PERIMETER OF THE WRAP STRIP AT ITS INTERFACE WITH GYPSUM WALLBOARD CEILING OR TOP PLATE. MIN 1/4 IN. CROWN OF CAULK APPLIED AROUND THE PERIMETER OF PENETRANT AT ITS INTERFACE WITH THE WRAP STRIP. MIN 3/4 IN. THICKNESS OF CAULK APPLIED TO COMPLETELY FILL ANNULAR SPACE, FLUSH WITH TOP SURFACE OF FLOOR. MINNESOTA MINING & MFG. CO. - CP 25WB+D. FIRESTOP DEVICE- (NOT SHOWN)- AS AN ALTERNATE TO ITEM A AND B WHEN NOM 1-1/2, 2, 3 OR 4 IN. DIAM NONMETALLIC PIPES ARE USED, A FIRESTOP DEVICE CONSISTING OF A SHEET-STEEL SPLIT COLLAR LINED WITH INTUMESCENT MATERIAL AND PROVIDEDWITH STEEL CLIPS FOR ATTACHMENT MAY BE USED. FIRESTOP DEVICE TO BE INSTALLED ON UNDERSIDE OF TOP PLATE AND ON BOTH SIDES OF WALL IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. MINNESOTA MINING & MFG. CO. - PPD 150, PPD 200, PPD 300, PPD 400,PPD 1.5, PPD 2, PPD 3, PPD 4NOTE:THROUGH PENETRATION RATING FROM U.L. FIRE RESISTANCE DIRECTORY, SEE BELOW FOR DETAILS.PLASTIC PIPE, SEE ASSEMBLYDESCRIPTIONMIN. 1/4" DIA. BEAD OF 3M FIREBARRIER CP-25WB+ CAULK ORMPS-2+ PUTTY APPLIED TOTHE WRAP STRIP/WALLINTERFACE AND THEEXPOSED EDGE OF THE WRAPSTRIP LAYERS.3M FIRE BARRIER FS-195+WRAP STRIP, MIN. 1/4" THICKMIN. 5/8" THICKNESS OF 3MFIRE BARRIER CP-25WB+CAULK OR MPS-2+ PUTTYAROUND PERIMETER OFWRAP STRIP1. WALL ASSEMBLY- THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:A. STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC.B. WALLBOARD, GYPSUM- 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 3-1/8 IN.2. THROUGH PENETRANTS- ONE NONMETALLIC PIPE OR CONDUIT TO BE CENTERED IN THE THROUGH OPENING. THE ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND PERIPHERY OF OPENING SHALL BE A MIN 1/4 IN. AND MAX 3/8 IN. PIPE OR CONDUITTO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR-CEILING ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUITS MAY BE USED:A. POLYVINYL CHLORIDE (PVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.B. RIGID NONMETALLIC CONDUIT+- NOM 4 IN. DIAM (OR SMALLER) (SCHEDULE 40 OR 80) PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.D. CELLULAR CORE CHLORINATED POLYVINYL CHLORIDE (ccPVC) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCEHDULE 40 CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.E. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.F. CELLULAR CORE ACRYLONITRILE BUTADIENE STYRENE (ccABS) PIPE- NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.3. FIRESTOP SYSTEM- INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F AND T RATINGS FOR THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:A. FILL, VOID OR CAVITY MATERIALS-WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN. WIDE STRIP TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN. SUCH THAT APPROX 3/4 IN. OF THE WRAP STRIP PROTRUDES FROM THE WALL SURFACE.MINNESOTA MINING & MFG. CO. - FS-195+B. FILL, VOID OR CAVITY MATERIALS-CAULK OR PUTTY- MIN 5/8 IN. THICKNESS OF CAULK OR PUTTY APPLIED INTO ANNULAR SPACE BETWEEN WRAP STRIP AND PERIPHERY OF OPENING. A NOM 1/4 IN. DIAM BEAD OF CAULK OR PUTTY TO BE APPLIED TO BE APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP STRIP LAYERS APPROX 3/4 IN. FROM THE WALL SURFACE. MINNESOTA MINING & MFG. CO. - CP 25WB+ CAULK OR MPS-2+ PUTTY (NOTE: L RATINGSAPPLY ONLY WHEN TYPE CP-25 WB+ CAULK IS USED.)C. FOIL TAPE-(NOTSHOWN)- NOM 4 IN. WIDE, 3 MIL THICK ALUMINUM TAPE WRAPPED AROUND PIPE PRIOR TO THE INSTALLATION OF THE WRAP STRIP (ITEM 3A). MIN OF ONE WRAP , FLUSH WITH BOTH SIDES OF WALL AND PROCEEDING OUTWARD. TAPE IS NOT REQUIRED FOR PIPES SHOWN IN ITEMS 2A, 2B AND 2C.NOTE:ALL FIRESTOP ASSEMBLIES MUST BE APPROVED BY JURISDICTION PRIOR TO INSTALLATION.NOTE: INSTALLERES OF 3M FIRESTOPPING MUST PROVIDE PROOF OF PRODUCT INSTALLATION TRAINING TO BUILDING INSPECTOR AT TIME OF FRAMING INSPECTION. 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:58:59 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021VSA508DETAILS -FIRESTOPPINGFOR AGENCY REVIEW09/28/20213" = 1'-0"11-HR. FIRESTOP AT FLR/CLG -MULTIPLE PENETRATIONS3" = 1'-0"21-HR. FIRESTOP AT FLR/CLG -PLASTIC PIPE3" = 1'-0"31-HR. FIRESTOP AT FLR/CLG -PLASTIC PIPE3" = 1'-0"42-HR. FIRESTOP AT RATED WALL#DESC.DATE
ASINGLE FLUSHBPATIO FULL LITE w/ TEMPEREDGLASSCDOUBLEDDOUBLE BI-PASSPER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.PER SCHED.ESINGLE-GLASS6"6"6"10"TASLIDERBFIXEDCFIXED2'-8"4'-0"2'-0"5'-2"1'-6"T5'-0"2'-0"5'-0"1'-8"6'-8"DFIXED5'-2"1'-6"5'-2"1'-6"5'-0"6'-8"1 3/4"3 7/16" 1 3/4"2X8 HEADERS - PERSTRUCTURAL7/16" PLYWOOD SHEATHINGPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.CONT. BEAD OF SEALANTHOLLOW METAL DOOR HEADH.M. DOOR - SEE DOORSCHEDULE - PAINT2"3/4"RIGID INSULATION4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0051 3/4"3 7/16"1 3/4"3/4"2"4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0052X CRIPPLESIDING PER EXTERIORELEVATIONSVINYL 'J' TRIMSEALANT AND BACKER RODHOLLOW METAL DOOR JAMBH.M. DOOR - SEE DOORSCHEDULE - PAINT6X8 HEADERS - PERSTRUCTURALVINYL WINDOWMETAL EDGE BEADCONT. BEAD OF SEALANTPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.SEALANT AND BACKER RODCOR-A-VENT INSECT SCREENWEATHER RESISTIVE BARRIER4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-0052X CRIPPLECONT. BEAD OF SEALANT5/8" TYPE 'X' GYPSUM BOARDMETAL EDGE BEADPRE-FINISHED WOOD SILLSELF FLASHING WINDOW6"SELF FLASHING WINDOW SILL6"x3/4" WOOD SILL5/8" TYPE 'X' GYPSUM BOARDDBL. SILL PLATE4.01-HOUR RATEDEXTERIOR WALLS -SHEET G-005COR-A-VENT INSECT SCREENVINYL 'J' TRIM1 3/4" PREFINISHED WINDOWTRIMJ 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 WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSC:\LOCAL Files\2011 Tahoma Terra Apartments - CENTRAL_laurahamre.rvt9/27/2021 4:59:09 PMTAHOMA TERRA APARTMENTS14301 TAHOMA BLVD SEYELM, WA 98597201109/28/2021LHA600DOOR / WINDOW / ROOM FINISH SCHEDULESFOR AGENCY REVIEW09/28/2021DOOR SCHEDULELOCATION TYPE MARK PANEL TYPE TYPE THICKENESS WIDTH HEIGHTFIRERATINGFRAME TYPE CORE DOOR NOTESUNIT ENTRY 01 MTL. A 1 3/4" 3'-0" 6'-8" 45 MIN. METAL INSL. 1,3,9,10,11,13,18DECK 02 VINYL B 1 3/4" 6'-0" 6'-8" NR VINYL - 8,22PATIO 03 MTL. E 1 3/4" 3'-0" 6'-8" NR METAL INSL. 1, 3, 4, 7, 9PATIO/DECK STO. 04 MTL. A 1 3/4" 3'-0" 6'-8" NR METAL H.C. 3,22BEDROOM 05 WOOD A 1 3/8" 3'-0" 6'-8" NR WOOD H.C.BATHROOM 06 WOOD A 1 3/8" 3'-0" 6'-8" NR WOOD H.C.W.I. CLOSET 07 WOOD A 1 3/8" 3'-0" 6'-8" NR WOOD H.C.PANTRY 08 WOOD A 1 3/8" 2'-6" 6'-8" NR WOOD H.C.CLOSET 09 WOOD A 1 3/8" 2'-0" 6'-8" NR WOOD H.C.CLOSET 10 WOOD (PAIR) C 1 3/8" 5'-0" 6'-8" NR WOOD H.C. -LAUNDRY 11 WOOD (PAIR) C 1 3/8" 5'-0" 6'-8" NR WOOD H.C. -LAUNDRY 12 WOOD (PAIR) C 1 3/8" 4'-8" 6'-8" NR WOOD H.C. -LAUNDRY 13 WOOD (PAIR) C 1 3/8" 4'-0" 6'-8" NR WOOD H.C. -CLOSET 14 WOOD (BI-PASS) D 1 3/8" 5'-0" 6'-8" NR WOOD H.C. -CLOSET 15 WOOD (BI-PASS) D 1 3/8" 6'-0" 6'-8" NR WOOD H.C. -FIRE RISER 16 MTL. A 1 3/4" 3'-0" 6'-8" NR METAL H.C. 3,22WINDOW SCHEDULETYPE MARKWINDOWTYPEWINDOWFRAME TYPEWIDTH HEIGHT HEAD HEIGHT SILL HEIGHT WINDOW NOTESA SLIDER VINYL 5'-0" 4'-0" 6'-8" 2'-8"B FIXED VINYL 2'-0" 5'-0" 6'-8" 1'-8"C FIXED VINYL 2'-0" 1'-6" 6'-8" 5'-2"D FIXED VINYL 5'-0" 1'-6" 6'-8" 5'-2"1/4" = 1'-0"DOOR LEGEND1/4" = 1'-0"WINDOW LEGENDWINDOW GENERAL NOTES01. SEE MP SHEETS FOR ADDITIONAL INSTALLATIONAND FLASHING INSTRUCTIONS.02. PER I.B.C, HAZARDOUS LOCATIONS,THEFOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSES OFGLAZING:02a. GLAZING IN SWINGING DOORS EXCEPTJALOUSIES.02b. GLAZING IN FIXED AND SLIDING PANELS OFSLIDING DOOR ASSEMBLIES AND PANELS INSLIDING AND BIFOLD CLOSET DOORASSEMBLIES.02c. GLAZING IN FIXED OR OPERABLE PANELSADJACENT TO A DOOR WHERE THE NEARESTEXPOSED EDGE OF THE GLAZING IS w/in A 24"(610 mm) ARC OF EITHER VERTICAL EDGE OF THEDOOR IN A CLOSED POSITION AND WHERE THEBOTTOM EXPOSED EDGE OF THE GLAZING ISLESS THAN 60"(1525 mm) ABOVE THE WALKINGSURFACE.THUS REQUIRING TEMPERED GLASS.02d. GLAZING ADJACENT TO BOTTOM OF EGRESSSTAIRS.03. OBSURE GLASS04. PROVIDE INTEGRAL FRESH AIRE VENTS INWINDOW.05. THESE WINDOWS ARE USED IN BOTH STANDARDAND ACCESSIBLE UNITS. INSTALL "WINDOWEASE" HARDWARE / A-SOLUTION INC. AT ALLTYPE 'A' (ACCESSIBLE UNITS) OPERABLEWINDOWS. REFER TO SHEET A0.4 FORHARDWARE REQUIREMENTS FOR TYPE 'A'(ACCESSIBLE UNITS)06. TEMPERED GLASS.07. WINDOWS HAVE SILL AND SKIRT WITH 3 SIDESOF SHEET ROCKWINDOW EGRESS REQUIREMENTS0.1 EGRESS WINDOWS ARE TO COMPLY WITH I.B.C.(THE NOTES BELOW ARE PORTIONS OF THATSECTION).02. WINDOWS ARE TO HAVE A MINIMUM NET CLEAROPENING OF 6 SQUARE FEET.03. MINIMUM NET CLEAR OPENABLE HEIGHT SHALLBE 24 INCHES.04. MINIMUM NET CLEAR OPENABLE WIDTH SHALLBE 20 INCHES.05. THE FINISHED SILL HEIGHT IS NOT TO BE MORETHAN 44 INCHES ABOVE FINISHED FLOOR.DOOR GENERAL NOTESL. ALL REQUIRED FIRE-RATED DOOR & FRAMESSHALL:BEAR AN APPROVED LABEL OR OTHERIDENTIFICATION SHOWING THE RATING THEREOF,THE NAME OF THE MANUFACTURER AND THEIDENTIFICATION OF THE SERVICE CONDUCTINGTHE INSPECTION OF MATERIALS ANDWORKMANSHIP AT THE FACTORY DURINGFABRICATION AND ASSEMBLY.DOORS SHALL BE MAINTAINED SELF-CLOSING ORSHALL BE AUTOMATIC CLOSING BY AUTOMATICCLOSING BY ACTUATION OF A SMOKE DETECTORIN ACCORDANCE W/ SECTION 713.2 OF THE IBC.SMOKE AND DRAFT CONTROL DOOR ASSEMBLIESSHALL BE PROVIDED W/ A GASKET SO INSTALLEDAS TO PROVIDE A SEAL WHERE THE DOORMEETS THE STOP ON BOTH SIDES AND ACROSSTHE TOP.VIEWPORT HOLES SHALL NOT EXCEED 1"THROUGH THE DOOR, AND HAVE AT LEAST 1"THICK GLASS DISC AND THE HOLDER SHALL BEOF METAL WHICH WILL NOT MELT OUT WHENSUBJECT TO TEMPERATURES OF 1,700°F.M. ALL EXTERIOR HOLLOW METAL DOORS WITHINTEGRAL EXTERIOR NAIL FLANGE FORINTEGRATION WITH WRB.DOOR GENERAL NOTESA. METAL DOORS AND FRAMES TO BE PAINTED.B. WOOD DOORS AND FRAMES TO BE PREFINISHEDOR PAINTED. VERIFY WITH OWNER ON COLOR.C. PROVIDE SAFETY GLASS AT ALL GLAZING.D. PROVIDE 1x3 MDF CASING ABOVE ALL BI-PASSCLOSET DOOR HEAD. INSTALL OVER DRYWALLFINISH SYSTEM AND PAINT TO MATCHCASEMENT WORK.E. HANDLES, PULLS, LATCHES, LOCKS AND OTHEROPERATING DEVICES ON DOORS SHALL HAVE ALEVER OR OTHER SHAPE WHICH WILL PERMITOPERATIONS BY WRIST OR ARM PRESSUREWHICH DOES NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING.F. HANDLES, PULLS, LATCHES, LOCKS AND OTHEROPERATING DEVICES ON DOORS SHALL HAVE ALEVER OR OTHER SHAPE WHICH WILL PERMITOPERATIONS BY WRIST OR ARM PRESSUREWHICH DOES NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING.G. DOOR HARDWARE SHALL BE MOUNTED AT 36" TO48" ABOVE THE FLOOR.H. MAXIMUM OPENING FORCE AT ALL DOORS SHALLCOMPLY 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 BARRIERFREE UNITS AND AT ALL PUBLIC SPACES.K. LEVER HARDWARE SHALL BE USEDTHROUGHOUT.DOOR ABBREVIATIONSF.C. FOAM COREFBRGLS. FIBERGLASS DOORH.C. HOLLOW COREH.I. HOLLOW IRONINS. INSULATIONMSNT. MASONITE COMPOSITE DOORS.C. SOLID CORE3" = 1'-0"1DOOR HEAD - EXTERIOR3" = 1'-0"2DOOR JAMB - EXTERIOR3" = 1'-0"3WINDOW HEAD3" = 1'-0"4WINDOW JAMB3" = 1'-0"5WINDOW SILLDOOR NOTES1. CLOSER2. PANIC HARDWARE3. DEADBOLT AND PASSAGE4. PROVIDE AUTOMATIC OPENER AT ENTRY DOORSPER UFSA REQUIREMENTS5. ELECTRIC STRIKE6. PROVIDE INTERCOM AT DOOR7. PROVIDE SIGN ABOVE DOOR TO READ - "DOORTO REMAIN UNLOCKED DURING BUSINESSHOURS"8. TEMPERED GLASS9. SMOKE AND DRAFT SEAL (TIGHT FITTING)10. DOORBELL11. PEEP HOLE AT 4'-9" A.F.F. (3'-7" AT ACCESSIBLEUNITS)12. AUTOMATIC CLOSING AND CONNECTED TO FIREALARM/SPRINKLER SYSTEM. UNIT TO BEDESIGNED TO INTERFACE WITH ELEVATORDOOR. VERIFY SIZE WITH ELEVATOR DOOR.PROVIDE MAGNETIC HOLD OPEN DEVICECONNECTED TO IRE ALARM. EXCEED 450° FABOVE AMBIENT AT END OF 30 MINUTE FIRETEST.13. SIGN ON DOOR (BREEZEWAY SIDE) WITH UNITNUMBER IN 4" HIGH NUMERALS. COLOR ANDSTYLE PER OWNER14 AUTOMATIC CLOSING AND CONNECTED TO FIREALARM/SPRINKLER SYSTEM15. DOOR TO SWING OPEN TO MAGNETICHOLD-OPEN DEVICE.16. USE 1" INSULATED GLASS UNITS ATSTOREFRONT ENTRANCES PER SPECIFICATIONS17. "HOTEL FUNCTION" SINGLE ACTIONINTERCONNECT LOCK AT UNIT ENTRY18. WALL STOP19. FLOOR STOP20. PRIVACY LOCK21. FIBERGLASS DOOR22. KEY TO MATCH UNIT ENTRY DOOR23. NO ACCESS FROM OUTSIDE24. PASSAGE HARDWARE25. PUSH STYLE PASSAGE HARDWARE26. 1/2" UNDERCUT27. PROVIDE 100 SQ.IN. MIN. MAKE-UP AIR.WINDOW NOTES1 FOR ENERGY REQUIREMENTS - SEE ENERGYCALCULATIONS ON SHEET G-0022 WINDOW OPERATIONAL DIRECTION - SEEBUILDING ELEVATIONS ON SHEET A-300 SERIES3 WINDOW OPENER / LOCK TO BE LOCATEDWITHIN ADA REACH RANGE.4 FRESH AIR TO HABITABLE ROOMS TO BEPROVIDED BY WINDOW AIR INLETS THAT MEETREQUIREMENTS OF IMC,5 ALL WINDOWS TO RECEIVE FULL WRAPCASEMENT TRIM6 WINDOWS HAVE SILL AND SKIRT WITH 3 SIDESOF SHEET ROCK7 RESTRICTOR W/ 4" MAX. OPENING AT WINDOWSWITH SILLS LESS THAN 36 INCHES.8 TEMPERED GLASS#DESC.DATE