Stor-House Yelm Creek Street Building Permit Submittal 12-07-2021500' SETBACK FR
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SHOW WINDOWSHOW WINDOW65 SF. MONUMENT SIGNCOVERED LOADINGNEW SIDEWALKCURB & GUTTERPROPERTY LINENEW SIDEWALKCURB & GUTTERBUILDING SET BACK LINEPERIMETER FENCEPERIMETER FENCEEXIT KEY PAD290'28'
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5"12x12 DUMPSTER/ RECYCLEEXIST. SIDEWALK101'-4"151'20'6'-2"22'24'-0"20'10' BSBL.24'-0"GATE22'
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32'-3"FIRERISEROFFICEEQUIP.ELEV.TOILETUNI-SEXCARTSCARTSCARTSELECT.TOILETUNI-SEXROOMCARTSCARTSCARTSUPUPSTAIRNORTHSTAIRSOUTHELEV. # 1ELEV. # 2EXIT KEY PADBOLLARDBOLLARDLIGHT POLELIGHT POLELIGHT POLELIGHT POLECOVER/SITEPLANA1.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
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THEScale = 1:20Date: 11-15-2021esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105SEC. 29, T17N., R2E., W.M.VICINITY MAPSCALE= NTSPROJECT TEAMApplicant:Gilroy Family Five, LLC1614 118th Street SEBellevue, WA 98005Contact: Patrick GilroyPh (425) -999-8250ARCHITECT:Peter Schroeder Architects3838 48th AVE NESeattle, WA 98105Contact: Peter SchroederTel: 206-223-0393Civil Engineer :Jim Gibson, PEJE Gibson ConsultingPO Box 178 Tenino, WA 98589Tel 360.951.1454Email: JEGibsonConsulting@gmail.comStructural EngineerB&T DESIGN &ENGINEERING, INCP.O. Box 595Issaquah, Wa 98027Contact: Jim TruebloodPh: 425-557-0779Fax: 425-557-0765Landscape Architect:Moore Design Associates15504 SE 18th StreetBellevue, WA 98007Contact: Holly MoorePh / Fax (425) 746-6103Cell (425) 941-1026SELF STORAGE DESIGN:Moore Design Associates15504 SE 18th St.Bellevue, WA 98007Tel: 425.941.1040gmooredesign@comcast.netContact: Greg MooreContractor:coLvos CONSTRUCTION711 Court CTacoma WA, 98402Contact: Devin PageO - 253-844-4640C - 206-2930850License # COLVOVL832CZSite contact /CECL Jeff BirdC- 253-844-4640interior Design @ Office:M Studios1614 118th Street SEBellevue, WA 98005Contact: Patrick GilroyPh (425) -999-8250Project description: Remove approximately 31,250 squarefeet of existing paved parking area and add a new,three-story, self storage building with approximately88,228 gross square feet of floor area.C2 - HEAVY COMMERCIALALL HARDWARE, SPACE REQUIREMENTS, AND SIGNAGETO COMPLY WITH ANSI A117.1 - 2009 & WAC 51-51-005.ADA ACCESS TO STORAGE SPACES PER TABLE 1108.3 &SECTION 1108.3.1 IBC 2015. SEE TABLE A1.0.ALL UNITS STORAGE CLOSETS ARE PROVIDED WITH AROLL-UP DOOR AND DOOR LATCH THAT COMPLIES WITHICC A117.1 - 2009 CHAPTER 3 SECTION 309. SEE SHEET1/A1.0 FORUNIT LOCATION AND UNIT SIZE.EMERGENCYSIGNAGE OR PAVEMENT STRIPING SHALLBE PROVIDED ALONG THE DRIVE AISLEFOR "NO PARKING-FIRE LANE," AT TIMEOF COMPLETION.ENTRANCE GATES TO BE CONSTRUCTEDTO MEET ALL CURRENT THUSTONCOUNTY CODES.SPRINKLER NFPA 13 AS PER SECTION903.3.1.1 &TABLES: 503 & 508.4.FOR FIRE EXTINGUISHER LOCATIONS SEEDETAILSEG.0 & EG.1FIRE EXTINGUISHERS TO BE :5LB ABC TYPE 2A 10BC RATED UNITS.ALL DOORS INTO ELECTRICAL ROOMS TOHAVE SIGNAGE AS REQUIRED BY LOCALFIRE CODE.THE BUILDING SHALL BE PROVIDE WITHEMERGENCY RESPONDER RADIOCOVERAGE PER SEC. 510.1 ANDAPPENDIX "J" OF THE INTERNATIONAL FIRE CODEAREAS OF EXTERIOR WALL AS PER TABLE 705.8GROSS SQFT.10,440 SQFT.3,770 SQFT.481 SQFT481 / 3,770 = 13% OKELEVATION3,770 SQFT.GROSS SQFT.WALL AREA GLAZING AREACALCULATION% OF WALL OPENINGNORTHEASTSOUTHWEST227 SQFT695 SQFT227/ 10,440 = 2% OK695 / 3,770 = 18% OKAS PER 2018 IBC SECTION 705.8 (SPRINKLERED) 25% ALLOWABLE OK11,187 SQFT.1,326SQFT1,326/ 11,187 = 12% OKZONING3rd FLOORAREAGROSS SQFT.OCCUPANT LOADPER OCCUPANT SERVEDSECTION 1005TABLE 1004.1.1.2EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2018 IBC SECTION 1016 TABLE 1017.2,S1 OCCUPANCY WITH FULLY AUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION 903.3.1.1. MAXTRAVEL DISTANCE NOT TO EXCEED 250'.29,414 SQFT.59 x 0.2 = 11.8TOTALSTORAGE2nd FLOOR27,930 SQFT.56 x 0.2 = 11.2STORAGE1st FLOOR26,358 SQFT.53 x 0.2 = 11STORAGEEGRESS WIDTHPROJECT DESCRIPTIONLEGAL DESCRIPTIONOCCUPANCYTYPE OFCNSTRUCT.1st FLOOROFFICES1S1S1IIBIIBIIBIIBB1,158 SQFT. 1,158 / 100 = 1226,358/ 500 = 5327,930 / 500 = 5629,414 / 500 = 5912 x 0.2 = 2.4BUILDING SUMMARY DESIGN DATASPRINKLERYESYESYESYESBLDG CODE: INTERNATIONAL BUILDING CODE 20158CONSTRUCTION TYPE: II-B FULLY SPRINKLEREDW/ NFPA TYPE 13 SYSTEMALLOWABLE AREA - TABLE 506.2S1 OCCUPANCY 3 STORIES ALLOWED 52,500 SF PER FLOOR BASE AREASECTION 504.4 3 STORIES ALLOWED WITH SPRINKLER SYSTEM OKTABLE 602 NO RATING REQUIRED FOR EXTERIOR WALLS(II-B CONSTRUCTION BETWEEN 10 < x 30 FEET TO PROPERTY LINE)SEE SITE PLAN,FLOOR AREA & BUILDING CODE ANALYSISFIRESEPARATED WALLS TABLE 508.4NO SEPARATION REQUIRED BETWEEN B AND S1SHAFT ENCLOSURES SECTION 7131 HOUR SHAFT ENCLOSURE REQUIRED FOR EXIT STAIRS& ELEVATOR SHAFT. SECTION 713.4 THIS IS A 3 STORY BUILDING.SECTION 903.2.9.(1) GROUP S1 OCCUPANCY, SPRINKLER SYSTEMREQUIRED IF FIRE AREA EXCEEDS 12,000 SF. OK (FULLY SPRINKLERED) SECTION 506.3.EXIT TRAVEL DISTANCE250' SEE SHEET A20 EGRESS PLANSA1.0 SITE PLAN / COVERA2.0 FIRST & SECOND FLOOR PLANSA3.0 THIRD FLOOR & ROOF PLANSA4.0 ELEVATIONSA5.0 SECTIONSA5.1 SECTIONSA5.2 STAIR PLANS & SECTIONSA5.3 ELEVATOR PLAN SECTION & DETAILSA6.0 DETAILSA7.0 TOILET ROOM PLANS, ELEV'S & DETAILSA8.0 REFLECTED CEILING PLANSA9.0 EGRESS PLANSA10.0 DOOR & WINDOW SCHEDULESA11.0 ENERGY CALCULATIONSA11.1 ENERGY CALCULATIONSA11.2 ENERGY CALCULATIONSA11.3 ENERGY CALCULATIONSMS1 OFFICE PLANSMS2 ELEVATIONS & DETAILSS1.1 FIRST FLOOR FOUNDATION PLANSS1.2 SECOND FLOOR FRAMING PLANSS1.3 THIRD FLOOR FRAMING PLANSS1.4 ROOF FRAMING PLANSS2.1 STANDARD NOTES & SCHEDULESS2.2 STANDARD NOTES & SCHEDULESS2.3 STANDARD DETAILSS2.4 STANDARD DETAILSS3.1 FOUNDATION DETAILSS4.1 FLOOR FRAMING DETAILSS4.2 FLOOR FRAMING DETAILSS4.3 FLOOR FRAMING DETAILSS5.1 ROOF FRAMING DETAILSS6.0 CMU WALL ELEVATION KEYS6.2 CMU WALL ELEVATIONSS6.3 CMU WALL ELEVATIONSS6.4 CMU WALL ELEVATIONSS6.5 CMU WALL ELEVATIONSS6.6 CMU WALL ELEVATIONSS6.7 CMU WALL ELEVATIONSPLANNINGCovered1,790 SQFT.NALoadingS1IIBNAYES86,650 SQFT. 180New construction of conditioned Self-Storage facility with conditioned Office. Project complieswith 2018 WSEC, Commercial Provisions, using the Component Performance approach.Roof: R-38 minimum rigid insulation above roof deck. U=0.027, default Table A102.2.6(3) Wall (Metal, Opaque, Exterior): 6” metal studs, 24" ocWall (Metal, Opaque, Interior, Around Storage Units): 6” metal studs, 24" ocWall (Mass, Opaque, Exterior): 8” CMUWall (Mass, Opaque, Exterior, Office): 8” CMU, R-5 continuous insulation, 3.5” metalstuds 24” oc, R-15 batt insulation, U=0.067, default Table A103.3.6.1(1) per footnote (c) to Table A103.3.7.1(2) Floor Over: Concrete with R-38 batts on stickpins, U=0.025, default Table A105.1(3)Slab on Grade: No Insulation, F=0.73, default Table A106.1Doors (Swinging, Opaque): Insulated metal, U=0.37, default Table A107.1(1)Vertical Glazing (Fixed): NFRC certified assembly, U=0.38, SHGC=0.40Vertical Glazing (Entrances): NFRC certified assembly, U=0.60, SHGC=0.40EAST YELM AVE. 160th St ECREEK STREET UNITS 1, 2 AND UNDIVIDED INTEREST OF TRACTSA AND B OF AMENDED CREEK ROAD BINDING SITEPLAN NO. BSP-07-0404-YL, AS RECORDED NOVEMBER 14, 2017UNDER RECORDING NO. 4596870, WHICH IS ANAMENDMENT OFBINDING SITE PLAN RECORDED JANUARY 9, 2017UNDER RECORDING NO. 4543027, IN THURSTONCOUNTY,WASHINGTON.Patrick Gilroy has established that the request for site planreview approval can satisfy all criteria set forth in Section18.13.020(C) and 18.13.05(C) YMC, meet all requirementsof the C-2 Heavy Commercial Zoning classification, andmeet all other requirements of the Yelm Municipal Code.Therefore, the preliminary site plan should be approvedsubject to the following conditions:1. Connection to City water service is required.2. Connection to City sewer service is required.3. All fire apparatus access roads shall be at least26 feet wide to meet IFC requirements.4. All gates securing fire apparatus access roadsshall have widths of at least 20 ft.5. The final landscape plan shall show perimeterlandscaping around all boundaries of the development areain compliance with Section 18.55.020(B) YMC.6. If any streetscape landscaping is disturbed duringconstruction, it shall be restored.7. The final landscape plan shall show compliancewith parking lot landscaping including landscaping for the 4loading stalls.8. Any above ground stormwater facilities shall havestormwater facility landscaping in compliance with Section18.55.020(E).9. Civil plan submission shall show the material ofthe refuse enclosure in compliance with Section 18.59.040YMC.10. Parking and walkway illumination plans arerequired, showing compliance with Section 18.59.050.11. An amended binding site plan will be recordedwith Thurston County prior to construction of thecommercial building.BACK UP POWEREMERGENCY BACK UP POWER FOR EGRESS LIGHTINGWILL BE BATTERY SUPPLIED.ADA ACCESSIBILITYThe project will add 24 new parkingstalls: 8 near the retail/leasing office,4 in the loading bay, and 12 near theexit gate. City code requires 1 stallper 250 square feet of gross retailfloor area and 1 space peremployee based on the greatestnumber of employees on a singleshift, plus one for each vehicleowned or operated by the company.1,175 / 250 = 4.7Employees = 2Company Vehicle = 1TOTAL REQUIRED PARKING = 8PARKINGDRAWING INDEX2018 WSEC ANALYSISA.F.F.ADJ.ADJUST.AHU ALTALUM.B.O.B.P.BLDG.CJCLCLGCLRCMUCONC.CONT.CORCORRCPTCTDBLDETDIADNDREA.EIFSEJELECEQEXT.F.F.F.I.C.F.O.F.O.F.F.O.I.C.FINFLOUR.G.L.GAGALV.GWBHMHORZ.HVACINSULINT.INTERM.LTMANUF.MAT’LMAXMDFMECHMINMTL.N.I.C.O.C.O.H.o/OPPOPT.PLAM.PLUMBPTPWDQTRR.O.RECT.REQ’D.RESID.S.O.G.S.S.SFSIM.STRUCT’LT.O.TYP.UNOV.B.VERT.VIFW.R.W/WDV.B.VERT.VIFW.R.W/WDABOVE FINISH FLOORADJACENTADJUSTABLEAIR HANDLER UNITALTERNATEALUMINUMBOTTOM OFBUILDING PAPERBUILDINGCONTROL JOINTCENTERLINECEILINGCLEARCONCRETE MASORY UNITCONCRETECONTINUOUSCORRUGATEDCORRIDORCARPETCERAMIC TILEDOUBLEDETAILDIAMETERDOWNDOOREACHEXTERIOR INSULATIONFINISH SYSTEMEXPANSION JOINTELECTRICALEQUALEXTERIORFINISH FLOORFURNISHED & INSTALLEDBY CONTRACTORFACE OFFACE OF FINISHFURNISHED BY OWNER,INSTALLED BY CONTRACTORFINISHFLOURESCENTGLUE-LAMGAUGEGALVANIZEDGYPSUM WALL BOARDHOLLOW METALHORIZONTALHEATING, VENTILATIONAND AIR CONDITIONINGINSULATIONINTERIORINTERMEDIATELIGHTMANUFACTURERMATERIALMAXIMUMMEDIUM DENSITY FIBERBOARDMECHANICALMINIMUMMETALNOT IN CONTRACTON CENTEROVERHEADOVEROPPOSITEOPTIONALPLASTIC LAMINATEPLUMBINGPAINTPLYWOODQUARRY TILERADIUSROUGH OPENINGRECTANGULARREQUIREDRESIDENTIALSLAB ON GRADESTAINLESS STEELSQUARE FEET/ FOOTSIMILARSTRUCTURALTOP OFTYPICALUNLESS NOTED OTHERWISEVAPOR BARRIERVERTICALVERIFY IN FIELDWATER-RESISTANTWITHWOODVAPOR BARRIERVERTICALVERIFY IN FIELDWATER-RESISTANTWITHWOODABBREVIATIONSCB CATCH BASINDIM DIMENSIONFIN. GRD. FINISHED GRADER.O.W. RIGHT OF WAY1. ALL WORK SHALL COMPLY WITH CURRENT, APPLICABLE CODES ANDORDINANCES. ARRANGE FOR ALL PRE-CONSTRUCTION MEETINGS REQUIRED BY THURSTONCOUNTY, WA.2. BUILDING CODE FOR THIS PROJECT: INTERNATIONAL BUILDING CODE 2018GENERAL CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO PROCEEDING WITHWORK.3. GENERAL CONTRACTOR TO EMPLOY SURVEYOR OF RECORD TO LAY OUT ALLMAJOR BUILDING DIMENSIONS.4. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS ON THE JOB.REPORT ANY DISCREPANCIES IN THE DRAWINGS TO THE ARCHITECT AND OWNER.5. CONTRACTOR SHALL CONSULT PLANS OF ALL SUBCONTRACTORS FOR PIPING,DUCTS, CONDUIT, EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS.6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. REPETITIVEFEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE COMPLETELY PROVIDED AS IFDRAWN IN FULL.7. THE GENERAL CONTRACTOR SHALL ADEQUATELY PROTECT THE JOBSITE, THEWORK, ADJACENT PROPERTY, AND THE PUBLIC, AND BE RESPONSIBLE FOR DAMAGE ORINJURY DUE TO HIS ACT OR NEGLECT.8. GENERAL CONTRACTOR TO COORDINATE WITH ALL UTILITIES WITH THURSTONCOUNTY APPLICABLE DEPARTMENTS.9. MAINTAIN JOBSITE DAILY. ENFORCE JOBSITE REQUIREMENTS STRICTLY WITHSUBCONTRACTORS AND OTHER PERSONNEL. DISPOSE OF MATERIALS LAWFULLY.11. FOLLOW ALL CURRENT REGULATIONS PERTAINING TO SALVAGING, RECYCLING, ANDDISPOSAL AS APPLICABLE.12. PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCTCONSTRUCTION IN WAYS AND BY METHODS THAT COMPLY WITH ENVIRONMENTALREGULATIONS AND THAT MINIMIZE POSSIBLE AIR, WATERWAY, AND SUBSOILCONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS.13. PROVIDE SIGNS AS NEEDED FOR PROJECT SAFETY.14. PROVIDE WASTE COLLECTION AS REQUIRED.15. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. MAINTAINACCESS FOR FIRE-FIGHTING EQUIPMENT AND ACCESS TO FIRE HYDRANTS, AND PORTABLEFIRE EXTINGUISHERS AS REQUIRED BY LOCATIONS AND CLASSES OF FIRE EXPOSURES.16. PROVIDE TEMPORARY PARKING FOR CONSTRUCTION PERSONNEL. OFF SITE ASREQUIRED.17. THIS PROJECT DOES NOT INCLUDE SIGN PERMITS.18. SUBCONTRACTORS TO OBTAIN PERMITS RELATING TO THEIR SCOPE OF WORK INA TIMELY MANNER.CONSULTANTSREFER TO ALL CONSULTANT DRAWINGS FOR SCOPE OF WORK, INCLUDING BUT NOT LIMITEDTO STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL, ELECTRICAL, PLUMBING, AND FIREPROTECTION. PIERCE COUNTY PUBLIC WORKS STREET IMPROVEMENTS ARE A PART OFTHIS WORK.TESTS AND INSPECTIONSARRANGE FOR AUTHORITIES HAVING JURISDICTION TO INSPECT AS REQUIRED TOCOMPLETE THE WORK. PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY THE PERMITDOCUMENTS, CONSULTING ENGINEER AND PIERCE COUNTY.MATERIAL & PRODUCT SUMMARYDIVISION 2 SITE WORK1. FOLLOW EXCAVATION, GRADING, AND TEMPORARY EROSION CONTROLREQUIREMENTS OUTLINED IN THE CIVIL DRAWINGS.2. CONFIRM AND LOCATE ALL UTILITY SERVICES REQUIRED FOR THE BUILDING.COORDINATE WITH ALL APPLICABLE UTILITIES EFFECTED BY THE WORK.3. STORM DETENTION VAULT PER STRUCTURAL DRAWINGS.4. PROVIDE PERMANENT STORM SYSTEM PER APPROVED CIVIL DRAWINGS.5. ASPHALT PAVING PER CIVIL DRAWINGS.6. PROVIDE LANDSCAPING AND IRRIGATION PER LANDSCAPE ARCHITECTDRAWINGS.7. PROVIDE ALL OFF-SITE IMPROVEMENTS PER APPROVED DRAWINGS.GENERAL NOTESPETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTEREDSEE SHEETS A11.0 - A11.3
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SHOW WINDOWSHOW WINDOWSHOW WINDOW1A2.01st FLOOR 29,414 SQFT.2A2.0123456789101112131415161718192021222324252627282930ABCDEFGHJKL5x1010x5 5x105x55x55x55x55x55x105x105x105x105x55x55x55x55x55x55x1010x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.510x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x105x105x105x55x55x55x55x105x105x55x55x55x105x105x105x55x55x55x55x55x5290'-0"EQ.50'-0"EQ.101'-4"
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1'-4"1'-4"
10x55x510'-6"5x55x5DN. SPOUT TYP.DN. SPOUT TYP.BOLLARD6x8x16 CMU8x8x16 CMUEXTERIOR WALLSEE ELEVATIONSFOR TYPE.STICK PINED R-15ENCAPSULATEDBATT INSULATIONSEE MANF. SPECFOR SPACINGMTL. LINER PANELSTICK PIN INSULATION @ CEILINGSTICK PINED R-38ENCAPSULATEDBATT INSULATIONSEE MANF. SPECFOR SPACINGBLOCKINGAS PER STRUCT.MTL. STUD.AS PER STRUCT.FULL HEIGHTGALVALUME LINER PANEL.MTL. TRACKAS PER STRUCT.7SECT. @ INTERIOR SHEAR WALL6SECT. @ INTERIOR STAIR WALL8SECT. @ 8" EXTERIOR SHEAR WALL9SECT. @ 6" EXTERIOR SHEAR WALL2STRUCTURAL WALL8"8"8"6"6"8"8"8"8"8"AS PER STRUCT.AS PER STRUCT.AS PER STRUCT.CMU WALLAS PER STRUCT.CMU WALLCMU WALLCMU WALLBLOCKINGAS PER STRUCT.MTL. STUD.AS PER STRUCT.FULL HEIGHTGALVALUME LINER PANEL.OR WHITE HALLWAY PANEL.FIELD VERIFY.MTL. TRACKAS PER STRUCT.3SECT. @ TRANSITIONAL SLAB @ OFFICE6"8"5"1'-0"58" GWB SMOOTH FINISHOFFICE WALL2'-0"4'-0"2'-6"2'-6"5SECT. @ 8" EXTERIOR OFFICE WALL8"5"AS PER STRUCT.CMU WALL2'-6"AIR GAPR19 BATT INSULATIONAIR GAPR19 BATT INSULATION5/8" GYP.3 12" MTL. STUD4@ 8" CMU @ SHOW WINDOWS8"AS PER STRUCT.CMU WALL2'-6"AS PER STRUCT.CMU WALL BEYONDAS PER STRUCT.CMU WALLAS PER STRUCT.CMU WALL1'-0"1'-3"1'-0"1'-0"1'-0"ARCH. MTL. PANEL11SECT. @ EXTERIOR WALLAS PER STRUCT.8" CMU WALLR19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIER8" CMU WALLAS PER STRUCT.R19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIER10AS PER STRUCT.6" MTL. WALLAS PER STRUCT.6" MTL. WALLSECT. @ EXTERIOR WALLR19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIERAS PER STRUCT.6" MTL. WALLCONC. DECK AS PER STRUCT.CONC. DECK AS PER STRUCT.CONC. DECK AS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.CONT. DAM ANGLEAS PER STRUCT.12SECT. @ EXTERIOR WALL13SECT. @ SHEAR WALL2nd FloorAS PER STRUCT.8" CMU WALLAS PER STRUCT.8" CMU WALLBLOCKINGAS PER STRUCT.MTL. STUD.AS PER STRUCT.MTL. TRACKAS PER STRUCT.1STRUCTURAL WALL6"8"5/8" GYP.W/ OWNERVERIFY FINISH5/8" GYP.W/ OWNERVERIFY FINISHR19 BATT INSULATION14INSULATION @ EXTERIOR CMU WALL151st Floor351.0362.662nd Floor362.662nd Floor362.662nd Floor362.661st Floor351.01st Floor351.01st Floor351.0STICK PINED R-15ENCAPSULATEDBATT INSULATIONSEE MANF. SPECFOR SPACINGMTL. LINER PANELCONC. SLAB & FOUNDATIONAS PER STRUCT.8"DIAMOND PLATE 4'-0" A.F.F.@ SLIDER ENTRY*BLOCKINGAS PER STRUCT.MTL. STUD.AS PERFULL HEIGHTGALVALUME LINER PANEL.FIELD VERIFY.2aPARTITION WALL6"8"R19 BATT INSULATIONMTL. BLDG'N VENDORSECT. @ 6" INTERIORSECT. @ 6" INTERIORSECT. @ 6" INTERIOR16SECT. @ INTERIOR ELEVATOR PIT8"CMU WALLAS PER STRUCT.CONC. SLAB & FOUNDATIONAS PER STRUCT.8"SHOP DWGPER SCHED.SHOP DWGVERIFY W/ ELEV.VERIFY W/ ELEV.13aSECT. @ SHEAR WALLAS PER STRUCT.8" CMU WALLAS PER STRUCT.8" CMU WALLAS PER STRUCT.CONC. DECK2nd Floor362.66SEE ELEVS. FOR MTL.SEE ELEVS. FOR MTL.FOR DN. SPOUTADD SLEEVESEE PROVIDED UL CUT SHEETS.UL DESIGN NO. U4041-HR RATED UL DESIGN #U404CMU'S IN WIDTHS AS INDICATEDW/ CONC. FILLED CELLS REINFORCEDW/ (1) #5 CONT. FROM FOOTINGTO TOP OF WALL/BOND BEAM.@ 4'-0" O.C. MAX. PROVIDE 48" LAPS.SEE STRUCTURAL.3hr. CMU WALLUL DESIGN NO. U263DESIGN NO. U904CMU'S IN WIDTHS AS INDICATEDW/ CONC. FILLED CELLS REINFORCEDW/ (1) #5 CONT. FROM FOOTINGTO TOP OF WALL/BOND BEAM.@ 4'-0" O.C. MAX. PROVIDE 48" LAPS.SEE STRUCTURAL.2hr. CMU WALLANSI / UL U263DESIGN NO. U937@ STAIR SHAFTSNOT USED17SECT. @ 8" EXTERIOR SHEAR WALL8"2'-6"1'-0"CONC. SLAB & FOUNDATIONAS PER STRUCT.8"BLOCKINGAS PER STRUCT.MTL. STUD.AS PER STRUCT.MTL. TRACKAS PER STRUCT.6"R19 BATT INSULATIONMETAL SALES T10-A VERT.FULL HEIGHTGALVALUME LINER PANEL.FIELD VERIFY.CAP FLASH.6 COURSES SINGLESCORE SPLITAS PER STRUCT.CMU WALLEXTERIORINTERIOR@ EXTERIOR COVERED LOADINGSINGLE SCORE SMOOTH FACE CMUOVER 6 COURSES OF SINGLESINGLE SCORE SPLIT FACE4"4"2hr. CMU WALLANSI / UL U263DESIGN NO. U937GC TO VERIFY ANYNECESSARY WATERPROOFING.NOT USED1st & 2ndFLOORPLANSA2.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THE esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Scale: 1/16" = 1'-0"Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
3rd FLOOR 29,414 SQFT.SHOW WINDOW
SHOW WINDOWDN
10x1510x15
10x1510x15
10x1510x15
10x1010x20
10x1510x15
10x1510x15
10x1510x15
10x1510x15
10x20
10x20
10x1510x15
10x20
10x20
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10x1510x15
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10x20
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10x20 5x1010x10
10x10
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10x10
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10x5 10x5 10x5 10x5 10x5 10x5 10x5 5x1010x20
10x1510x15
10x510x510x5
10x15
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10x20 10x10
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10x20 10x10 10x15
10x5
10x7\10x7\10x15
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10x7\10x15 10x7\10x15 10x7\10x15 10x7\10x15 10x7\10x15
10x15
10x15
10x15
10x15 5X7\5X7\5X7\5X7\5X7\5X7\5X7\5X7\5X7\ROOF PLAN10x1510x15
10x1510x15
10x20
10x20
10x10
10x10 10x15
10x15
SHOW WINDOWSHOW WINDOW10x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.510x12.55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x55x5SCALE: 1/16" = 1'-0"2A3.01A3.0123456789101112131415161718192021222324252627282930123456789101112131415161718192021222324252627282930ABCDEFGHJKL5x55x55x55x55x105x105x105x105x105x55x55x55x55x55x55x105x105x105x55x55x55x55x55x55x105x105x55x55x55x55x105x105x105x55x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105x105X7\5X7\5X7\5X7\5X7\5X7\5X7\5X7\5X7\10x7\10x7\10x7\10x7\10x7\10x7\10x7\10x7\10x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x1010x10290'-0"EQ.50'-0"EQ.101'-4"
24'-8"3'-4"SCALE: 1/16" = 1'-0"DN
121212121212121213a13a13a13a13a13a13a13a1111222222222222222222213131111PARTITIONWALL BYOTHERPARTITIONWALL BYOTHERPARTITIONWALL BYOTHERPARTITIONWALL BYOTHER2A6.02A6.03A6.03A6.0NORTHNORTH5x105x105x105x10SLOPE DN. 14:12 MIN.
SLOPE DN. 14:12 MIN.MEMBRANE ROOF 60 mill. MIN.W/ R38 RIDGID POLYISO INSULATIONELEVATOR OVER-RIDE.SCUPPER BOXROOF HATCH PROVIDE TIE-OFF (S) ASREQUIRED. SEE 9/A5.211111110x15
5x510x1010x15 13a13a10x15 5x125x55x55x5STAIRNORTHSTAIRSOUTH6A5.21A5.2ELEV. # 1ELEV. # 2223'-4"24'-8"3'-4"40'-0"50'-0"50'-0"50'-0"40'-0"3'-4"24'-8"3'-4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"100'-0"
10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"290'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"AL100'-0"
1'-4"4"SEE ELEVATIONS FOR COLORS.GUIDE STEEL JAMB W/ 26 GA DOOR CURTAIN.CMU PIER BEYOND.SMOOTH FACE SOLIDER COURSE1112"1'-8"3 SCORE CMU PIER BEYONDROLL-UP DOORCONC. SLAB.W/ DOOR TRACK.SLOPE 1:12 MAX.ANGLE @ 45W/ SMOOTH END.SMOOTH FACE CMU PIERFIRST COURSE.ASPHALT DRIVE.SEE CIVIL.DETAIL @ ROLL-UP DOORSCALE 1" =1'-0"1A3.2CONC. SLAB.SLOPE 1:12 MAX.ANGLE @ 453"312"2"212"1112"ROLL-UP DOORSLOPE DOWN1:12 MAX.PLAN @ ROLL-UP DOOR1st Floor351.0AS PER STRUCT.8" CMU WALLR19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIERAS PER STRUCT.6" MTL. WALL2nd Floor362.66CONC. DECK AS PER STRUCT.8"2'-6"1'-0"CONC. SLAB & FOUNDATIONAS PER STRUCT.DETAIL @ UNIT ROLL-UP DOOR17CMU PIER BEHINDTREATED WOOD NAILER (BY OTHERS)XXXXXXSINGLE-PLY SEALANTSURE-WHITEPRESSURE-SENSITIVEELASTOFORM FLASHING INCONJUNCTION WITH EPDMOR TPO PRIMERWATER CUT-OFFMASTICXXXXXXWATER CUT-OFF MASTIC5SEALANT0TPO MEMBRANEAPPROVED SUBSTRATESEE NOTE(S)614SHEET METAL SCUPPER(BY OTHERS)NOTES:1. TREATED WOOD NAILERS ARE INSTALLED ONLY ATSCUPPERS TO SECURE METAL SLEEVE AND MUSTEXTEND PAST THE WIDTH OF METAL SLEEVEFLANGE.2. INSTALL WALL FLASHING PRIOR TO SCUPPERINSTALLATION.3. METAL SCUPPER BOX MUST HAVE CONTINUOUSFLANGES WITH ROUNDED CORNERS, SOLDER ALLSCUPPER SEAMS WATER-TIGHT.4. WATER CUT-OFF MASTIC UNDER SCUPPER FLANGEMUST BE UNDER CONSTANT COMPRESSION.5. SCUPPER FLANGES MUST BE TOTALLY COVEREDBY PRESSURE-SENSITIVE ELASTOFORM FLASHINGWITH MINIMUM 2" (51mm) COVERAGE PAST NAILHEAD.6. UNIVERSAL SINGLE-PLY SEALANT IS REQUIRED ATFLASHING EDGES ON SCUPPER EDGE. TPO PRIMERMUST BE USED TO PREPARE SURFACES PRIOR TOTHE APPLICATION OF SEALANT.REFER TO APPLICABLESMACNA (LATESTEDITION) DETAILSXXXAPPLICABLEBONDINGADHESIVEATPO MEMBRANE ONLYUSE OF CAV-GRIP ADHESIVE MAYALSO BE USED FOR UP TO 20YEAR WARRANTYADETAIL @ ROOF SCUPPERNOT TO SCALE3A2.0RIGID INSUL.10"10"3"EQ.3"EQ.8"SECTIONFRONT ELEV.SIDE ELEV.WALLPLASMA CUT OVERFLOW6"DOWN SPOUT3rd FLOOR/ ROOFPLANSA3.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THE esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Scale: 1/16" = 1'-0"Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
T.O.W.2nd Floor3rd Floor6126121st Floor40'-0"
36'-0"ABCDEFGHJKLABCDEFGHJKL123456789101112131415161718192021222324252627282930123456789101112131415161718192021222324252627282930NORTH ELEVATION2A4.0SOUTH ELEVATION3A4.0EAST ELEVATION4A4.0WEST ELEVATIONSCALE: 1/16" = 1'-0"1A4.0351.00362.66372.66386.99T.O.W.391.00T.O.W.36'-0"386.991ROLL-UP DOORAUTOMATIC SLIDINGD.S.ROLL-UP DOORCA1DECORATIVE GABLEBC78787878DECORATIVE33CABAT.O.W.2nd Floor3rd Floor1st Floor351.00362.66372.66386.99T.O.W.391.002nd Floor3rd Floor1st Floor40'-0"351.00362.66372.66T.O.W.391.00STORE FRONTH.M. DOOR PAINT TO MATCH TYP.99934443DECORATIVE GABLET.O.W.36'-0"386.99GABLEDECORATIVE3GABLEA2nd Floor3rd Floor1st Floor40'-0"351.00362.66372.66STORE FRONTSTOREFRONTAWNING BY OTHER.SMOOTH FACE CMUBEHIND AWNING.9SCALE: 1/16" = 1'-0"SCALE: 1/16" = 1'-0"SCALE: 1/16" = 1'-0"C.M.U. SPLIT FACE C.M.U. SMOOTH FACE.1 SCOREC.M.U. SMOOTH FACE ABCMTL. TRIM. CLASSIC GREEN34MTL. GUTTER & DN SPOUTCOLOR TO MATCH CMU.NOTE: ALL CMU TO BE RAIN BLOCK NOTE: NO SAW CUT METAL TO BEEXPOSED TO WEATHER.78BENT ALUM. TRIM FLASH.SEE DETAIL 1/A7.0ALUM. SPANDREL PANEL.COLOR TO MATCH STORE FRONT.COLOR TO MATCH STORE FRONT.MBCI FW-120 PANEL SNOW WHITE9CABT10-C T10-A T10-C T10-A T10-CT10-D
11'-8"10'-0"
11'-8"290'-0"8'-0"
40'-0"
3'-4"3rd Floor372.66DA991METAL SALES MTL. PANELST10-DT10-CT10-AT10-CT10-AT10-CT10-DSADDLE TANMETAL SALES T10-A VERT.2SADDLE TAN2992111D911111D2ROLL-UP DOORROLL-UP DOORABCABCACDOORS. BEYONDCBCA6 COR.
SPLIT
6 COR.
SPLIT
6 COR.SPLIT
1st (6) COR. SPLIT1st (6) COR. SPLIT1st (6) COR. SPLITAAASCORE SPLIT6 COURSES SINGLEDDBCADA444444444442211a11a3336'-0"
40'-0"H.M. DOOR PAINT TO MATCH TYP.612DETAIL @ DECORATIVE GABLEPLAN TOP VIEW LOOKING DOWNSCALE: 1/4" = 1'-0"FRONT ELEVATIONSCALE: 1/4" = 1'-0"SIDE ELEVATIONSSCALE: 1/4" = 1'-0"28'-0"METAL COLOR TO MATCHSTOR-HOUSE GREEN2'-0"EQ.EQ.9'-0"1'-0"PLAN BOTTOM VIEW LOOKING UPSCALE: 1/4" = 1'-0"28'-0"EQ.EQ.1'-0"SMOOTH MTL. FACE.COLOR TO MATCHSTOR-HOUSE GREEN.ELEV'SA4.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THE esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Scale: 1/16" = 1'-0"Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
1/412SECTIONSCALE: 1/8" = 1'-0"2A5.02nd Floor3rd Floor1st FLOOR36'-1 12"
11'-8"11'-8"HALL10'-0"HALLHALLHALLHALLHALLHALLHALLABCDEFGHJKL36'-0"WALL TYPE 92'-3"7'-0"8'-4"7'-0"8'-4"R38 RIGID INSULATIONHALLR38 BATT INSULATION1/412SECTIONSCALE: 1/8" = 1'-0"3A5.0HALLHALL10'-0"11'-8"HALLHALLHALLHALLHALLABCDEFGHJKLWALL TYPE 10WALL TYPE 32'-3"7'-0"8'-4"7'-0"8'-4"R38 RIGID INSULATIONHALLR38 BATT INSULATION1/412SECTIONSCALE: 1/8" = 1'-0"1A5.02nd Floor3rd Floor1st FLOOR351.0362.6636' 1 12"
11'-8"11'-8"HALLHALL10'-0"HALLHALL10'-0"
36'-1 12"
11'-8"HALLHALLHALLHALLHALLHALLABCDEFGHJKLWALL TYPE 102'-3"7'-0"8'-4"7'-0"8'-4"R38 RIGID INSULATIONHALLR38 BATT INSULATIONOFFICE7'-4"9'-0"372.6610'-4"
40'-0"351.0362.66372.6640'-0"
10'-4"HALL7'-4"9'-0"HALL7'-4"9'-0"T.O.WALL 22'-0"
T.O.CMU10'-0"
36'-1 12"
11'-8"
T.O.WALL22'-0"
T.O.CMU
22'-0"
T.O.CMU
T.O.WALL
T.O.WALL
22'-0"T.O.CMU
2nd Floor3rd Floor1st FLOOR36' - 1 12"
11'-8"11'-8"10'-0"
36'-0"351.0362.66372.6640'-0"
10'-4"
T.O.WALL
12'-0"
T.O.CMU
36'-1 12"
T.O.WALL
SECT'SA5.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/8" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
1A5.01/412SECTION2nd Floor3rd Floor1st FLOOR351.0362.6636'-0"
11'-8"11'-8"HALLHALL10'-0"HALLHALL10'-0"
36'-1 12"
11'-8"HALLHALLHALLHALLHALLHALLABCDEFGHJKL36'-0"
2'-3"7'-0"8'-4"7'-0"8'-4"R38 RIGID INSULATIONHALLR38 BATT INSULATION7'-4"9'-0"372.6610'-4"
40'-0"1A5.1HALLSCALE: 1/8" = 1'-0"HALLHALL1/41221'-8"11'-8"
14'-8"2nd Floor1st FLOOR445.80COVERED LOADING3rd Floor467.4457.4MACH.R38 BATT INSULATION ABOVE8'-4"GLOSSY WHITE SOFFIT PANEL7'-0"CMU WALL INBACK-GROUNDHALLHALLHALLHALLHALL7'-4"
9'-0"
2'-3"7'-0"8'-4"HALLHALLHALLHALL7'-0"8'-4"HALL8'-4"7'-0"HALL8'-4"7'-0"HALL9'-4"SECTIONSCALE: 1/8" = 1'-0"1A5.1ABCDEFGHJKR38 RIGID INSULATION2nd Floor3rd Floor1st FLOOR11'-8"11'-8"10'-0"
36' 1 12"351.0362.66372.6610'-4"HALL9'-0"8'-4"7'-0"L1/41221'-8"
11'-8"
14'-8"2nd Floor1st FLOOR445.80COVERED LOADING3rd Floor467.4457.4MACH.R38 BATT INSULATION ABOVE8'-4"GLOSSY WHITE SOFFIT PANEL7'-0"CMU WALL INBACK-GROUNDHALLHALLHALLHALLHALL7'-4"
9'-0"
2'-3"7'-0"8'-4"HALLHALLHALLHALL7'-0"8'-4"HALL8'-4"7'-0"HALL8'-4"7'-0"HALLSECTIONSCALE: 1/8" = 1'-0"2A5.1ABCDEFGHJKR38 RIGID INSULATIONHALL9'-0"8'-4"7'-0"LCMU WALL INBACK-GROUNDCMU WALL INBACK-GROUND1A5.3T.O.CMU
22'-0"T.O.WALL
T.O.WALL
22'-0"
T.O.CMU
2nd Floor3rd Floor1st FLOOR36'-0"
11'-8"11'-8"10'-0"
36'-1 12"351.0362.66372.6610'-4"
T.O.WALL
22'-0"
T.O.CMU
36'-8"36'-8"
36'-1 12"
T.O.WALL
36'-1 12"
T.O.WALL
FS5.1SECT'SA5.1TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/8" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
ALT. TREAD STAIR - 3rd FLOOR TO ROOFSCALE: 1/4" = 1'-0"9A5.25'-0"10'-0"EQ.1'-11"EQ.5'-6"HATCH ABOVE.SEE STRUCT.12'-4"HATCH ABOVE.SEE STRUCT.FRONT ELEVATIONPERSPECTIVEFIELD VERIFY HEIGHT.SEE STRUCT.68°6'-0"4'-0"NOTE:"Lapeyre Alternating Steel Tread Stair" or equal.Contractor to supply manufactures Shop Drawingsfor review. Field verify all dimensions and coordinationall details with Structural Engineer.12DN11'-8"2ND FLOOR10'-0"1ST FLOOR3RD FLOORSCALE: 1/4" = 1'-0"3A5.2SCALE: 1/4" = 1'-0"2A5.2SCALE: 1/4" = 1'-0"1A5.2UPSECTION @ NORTH STAIRSCALE: 1/4" = 1'-0"4A5.2UPDN6'-8"EXIT DOOR8 TREADS @ 11"1'-0"7'-4"1'-0"8 TREADS @ 11"1'-0"1'-0"1'-0"3RD FLOOR2ND FLOORLANDING1ST FLOORLANDING1'-0"10'-1"1'-0"4'-7"4'-0"4'-0"4'-0"18'-8"18'-8"HANDRAIL & GUARDRAIL CONT.1 1/2" DIA STD. PIPE HANDRAIL @ 2'-10" ABOVE NOSING/LANDINGS & @ ALL REQ'D EXTENSIONS; PROVIDE @ EA. SIDE OF STAIR; SECURE TO WALL/ GUARDRAIL VERT. POSTS @ 4'-0" O.C. MAX/AS INDICATED3'-0"3'-0"3'-0"3'-0"3'-0"3'-6"18 = RISERS21 = RISERSNORTH STAIR 1st FLOORNORTH STAIR 2nd FLOORNORTH STAIR 3rd FLOOR10A5.28'-8"EQ.EQ.3'-5"357.66LANDING367.66LANDING8'-8"EQ.EQ.3'-5"3'-5"8'-8"EQ.EQ.3'-6"3'-6"7'-4"7'-4"3'-6"
3'-6"5'-0"LANDINGEG11'-8"10'-0"SECTION @ SOUTH STAIRSCALE: 1/4" = 1'-0"5A5.26'-8"EXIT DOOR3'-0"3'-0"3'-0"3'-0"3'-0"3'-6"18 = RISERS21 = RISERS
10A5.2LANDINGLANDING3'-6"
3'-6"5'-0"11 TREADS @ 11"1'-0"1'-0"7'-4"1'-0"351.00362.66372.66351.00362.66372.66367.66357.66357.66367.66367.66EGEG35'-0"
35'-0"SEE STRUCT. S1.4FOR CUT BLOCK ELEVATIONS STAIR DETAILSCALE : 1/2" = 1'-0"1" NOSING7" RISER MAX 1 1/2" DIA STD. PIPE GAURD RAIL @ 3'-6" ABOVE LANDINGS / FLOOR.1 1/2" DIA STD. PIPE HANDRAIL @ 2'-10" ABOVE NOSING/LANDINGS STRINGER/LANDINGMTL. STAIR TREADS.TREADS - TYPICALMETAL STAIR RISERS &14G SHOP FABRICATED1 1/2" MAX BETWEEN 1 1/2" DIA STD PIPE BTM RAIL & TOP OF1" DIA STD. PIPE 4" O.C. TYP.PARTIALLY CLOSED RISER.4"11"2'-10"
3'-6"SEE DETAIL 4/A7.VERIFY W/ GC.VERIFY W/ GC.VERIFY W/ GC.10A5.2112"ATTACH INTO BLOCKING.EXIST. / NEW WALL.1 12" RAILING.36" ABOVE LEAD
EDGE OF NOSING.11A5.2 STAIR RAILINGSCALE : 1 1/2" = 1'-0"STAIRSA5.2TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/8" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
DELINEATED W/THE ANNOTATION THE CONSTRUCTION DOCUMENTS & INCLUDED AS A PART OF JURISDICTIONAL AUTHORITIES SHALL BE SUBMITTED TO ENGINEER. SUCH SHOP DWGS A WASHINGTON REGISTERED DWGS SIGNED & SEALED BY INCLUDED IN SEPARATE SHOP INDICATED AS SUCH SHALL BESYSTEM; ALL COMPONENTS ENGINEERED PROPRIETARY COMPONENTS OF A PRE- FRAMING FABRICATOR" ARE "PROVIDED BY THE METALALL PORTIONS OF THE WORKNOTE:VENDER SPEC.SCALE: N.T.S.PROVIDED MIDWAY.BRACKET SPACING ALLOWED, SUPPORT FORLEVELS EXCEEDS MAXIMUM GUIDE RAILNOTE: IF THE DISTANCE BETWEEN FLOORAN INTERMEDIATE RAIL BRACKET MUST BEBRACKET SPACING12'-6" MAXIMUMGUIDE RAILTHE LOWEST LANDING.PLUS 6'-0" BELOW FINISHED FLOOR OFA DEPTH EQUAL TO THE NET TRAVELCYLINDER HOLE SHALL BE DRILLED TO*31'-8" = NET TRAVEL33'-3" = TOTAL TRAVEL (NET TRAVEL + TOP O.T. + BOTTOM O.T.)4'-0" PITPIT LADDERBY GEN. CONTR.7'-4" ROUGH OPENING7'-0" CLEAR OPENINGSEE PAGE 4SILL DETAILS1'-412"6"GRATE COVER (FLUSH WITH PIT FLOOR)SEWER REQUIRED IN ALL ELEVATOR PITS.AS PER ASME A17.1 - RULE 106.1OR DRAIN w/NO DIRECT CONNECTION TO18"x18"x18" SUMP PIT w/ METALSUMPPITTO BE PROVIDED BY GENERAL CONTRACTOR.Verify locations with THYSSENKRUPP ELEVATOR.PIT LIGHT(S) AS REQ'D SEE NOTE 4Pit Illumination shall not be less than 10 FTC at pit floor.2'-214"18" TOSTOPSWITCHOIL SHUT-OFF VALVE1'-5"1'-5"10'-7"12'-3" MINIMUM OVERHEAD CLEARANCE REQUIREDFINISHED FLOOR TO NEAREST OVERHEAD OBSTRUCTION7'-4" ROUGH OPENING7'-0" CLEAR OPENING 3'-7"REFUGE SPACEFINISHED FLR.SUPPORT FOR ALL GUIDE RAIL BRACKETS,TOP OF OVERALL CAB WITH CAB IN8'-8"7'-4" TO SUSPENDED CEILING8'-1012" UNDER CROSSHEADO.A. CAB HEIGHT OF 7'-11".FULL TOP OVERTRAVEL, WITH AN ACTUAL TOP GUIDE RAIL BRACKET TO BE INSTALLED10'-7" ABOVE FINISHED FLOOR IN THE OVERHEAD.SUPPORT TO BE PROVIDED BY GENERAL CONTRACTOR.3" OIL LINE (.216" WALL) FROMSHUT-OFF VALVE TO JACK.3" OIL LINE FROM TANK WITHREQ'D IN FRONT OF ALLWHEN FACING EACH OTHER)3" SHUT-OFF VALVE.ELECTRICAL PANELS.A MIN. OF 3'-6" (OR 4'-0"2'-10"10'-6" WALL TO WALLDUE TO ELEVATOR EQUIP. = 43,436 BTU/HR.LESS THAN 19 FTC AT FLOOR LEVEL.HEAT LOAD POTENTIAL IN MACHINE ROOMMACHINE ROOM ILLUMINATION SHALL NOT BE( ADJACENT AT LOWEST LANDING )MACHINE ROOM PLAN4'-0" CLEAR OPENFOR BOTH UNITSCONTROLLER (X2)WALL MTD.LIGHT SWITCH; CONV.OUTLET - BY G.C.CAR LIGHT & ALARM CIRCUITw/SEPARATE DISCONNECT SWS.DISCONNECT SWS. ABOVEOS5'-034"8'-6" WALL TO WALLPOWER UNIT TANK:EP-215 / 40 HP4'-4 7/16" HT.3,400 LB. MAX. WT.INCLUDING OIL2'-812"1"3'-414"1"POWER UNIT TANK:EP-215 / 40 HP4'-4 7/16" HT.3,400 LB. MAX. WT.INCLUDING OIL2'-812"2'-2"HOISTWAY SECTION4'-0"AFF36"-48"PIT LADDERDETAIL 'F'16"FRONT WALLDETAIL 'D' & 'E'BACK WALLTOP LANDINGGUIDE RAILDETAIL 'G'(BY GENERAL CONTRACTOR)IS 3" TALL X 36" WIDE.NOTE: MINIMUM BACKING"81 By OTHERSPIT LIGHTSECTION Z-ZTAPI LTRDDE ED AILPIT FLOORZ(TYPICAL)3/8" X 3 1/2"QUICK BOLTSLOWEST LANDINGPIT DEPTH + 4'-0" (8'-0" W/ 4'-0" PIT)(TYPICAL)3/4" STEEL RODSPIT LIGHTSWITCHBY OTHERS12"TYPICAL 4 "3/8" X 2"STL BARSSTEEL BARMOUNTING BRACKETDETAIL1/2" X 1" LONGSLOT(2 REQ'D)1/4" X 2"4 1/2"OF RAIL16"Z4 "SLAB SILL DETAILSTUDS @ 12" O.C.16 GA. FASCIADETAIL 'E'HOISTWAYEDGE OFPIT SILL DETAILHOISTWAYDETAIL 'F'16 GA. FASCIABY GEN. CONTR.BY THYSSENKRUPPL6"X4"X3/8" CONT.FRAME BEYONDMETAL THRESOLDBY ELEV. MFR.GROUTINGMETAL DOORT.K. SILL SUPPORTW/ 5/8" Ø NELSON4 1/8"MIN.5"LEVELMETAL DECKINGCONCRETE ONFINISHED FLOOREDGE OFHOISTWAY DOORFINISHED FLOORLEVELCONCRETE SLABBY THYSSENKRUPPT.K. SILL SUPPORTGROUTINGBY GEN. CONTR.4 1/8"HOISTWAY DOORMETAL THRESHOLDBY ELEV. MFR.METAL DOORFRAME BEYOND2" BELOWEACH FLOOR(CASE 2)DOOR REACTIONS(CASE 1)DOOR REACTIONSR1R2NOTESENTRANCE ELEVATIONRAISED DOORJAMB SYMBOLS1/8"1 7/16"8"
POCKET1/2" DOORTO SILL2 3/4" DOOR"B" + 3 1/2"1/4" DOORTO FRAME3/4"5"MIN.DOORFINISHEDSILL LINEWALL LINESECTIONINTERLOCKKEYHOLEROUGH OPENINGCENTER OPENING DOOR AND ENTRANCEELEVATOR 4 (FRONT)SILL SUPPORTBY ELEVATOR COMPANY16 GA.16 GA.60" AFF
7'-0" CLEAR (FRAME) OPENING
7'-2" OVERALL FRAME HEIGHT
8'-2 1/8" MINIMUM FLOOR TO FLOOR HEIGHT
2"THIS FRAME HAS A 2 HOUR WARNOCK HERSEY LABEL.ALUMINUM SILL TO BE SUPPLIED.MAXIMUM WHEEL LOAD FOR ALUMINUM SILL IS 625 LBS.DOOR OPEN STRUT BUMPERS TO BE PROVIDED.FOR FACTORY USE-TK ENTRANCES.GC NOTE:GENERAL CONTRACTOR RESPONSIBLE FOR HOISTWAY REINFORCINGAT FLOOR SLAB BEFORE INSTALLATION OF ENTRANCE FRAMES.MINIMUM OF 4" HIGH x 8" WIDE REINFORCED CONCRETE, REINFORCEDOF OPENING REQUIRED FOR ANCHORING SILL SUPPORT ASSEMBLY.REINFORCING TO BE LOCATED WITH RESPECT TO REACTION POINTS.REFERENCE INSTALLATION DRAWINGS 494NE, 494JT, AND 494JVARE AVAILABLE UPON REQUEST.REACTIONS (LBS.) DUE TO LOADS ON DOOR PANELS. APPROX. HORIZ.THE SPECIFIED LOADS ARE CONSIDERED IMPACTED.SEE GC NOTE7'-6" ROUGH OPENING HEIGHT
4'-6" ROUGH OPENING WIDTH1'-11 1/2" 3'-6" 2'-2"SEE HALL STATION DESCRIPTIONS
6 7/16" X 16 1/8"WITH HW ACCESS46 5/16" AFFAT FLOOR 2HALL STATIONWITH HW ACCESSWITH FIRE SERVICE6 7/16" X 16 1/8"HALL STATION48 3/16" AFFAT FLOOR 1VENDER SPEC. FOR REFERENCE ONLY DELINEATED W/THE ANNOTATION THE CONSTRUCTION DOCUMENTS & INCLUDED AS A PART OF JURISDICTIONAL AUTHORITIES SHALL BE SUBMITTED TO ENGINEER. SUCH SHOP DWGS A WASHINGTON REGISTERED DWGS SIGNED & SEALED BY INCLUDED IN SEPARATE SHOP INDICATED AS SUCH SHALL BESYSTEM; ALL COMPONENTS ENGINEERED PROPRIETARY COMPONENTS OF A PRE- FRAMING FABRICATOR" ARE "PROVIDED BY THE METALALL PORTIONS OF THE WORKNOTE:PROVIDED MIDWAY.BRACKET SPACING ALLOWED, SUPPORT FORLEVELS EXCEEDS MAXIMUM GUIDE RAILNOTE: IF THE DISTANCE BETWEEN FLOORAN INTERMEDIATE RAIL BRACKET MUST BEBRACKET SPACING12'-6" MAXIMUMGUIDE RAILTHE LOWEST LANDING.PLUS 6'-0" BELOW FINISHED FLOOR OFA DEPTH EQUAL TO THE NET TRAVELCYLINDER HOLE SHALL BE DRILLED TO*31'-8" = NET TRAVEL
33'-3" = TOTAL TRAVEL (NET TRAVEL + TOP O.T. + BOTTOM O.T.)
4'-0" PIT
PIT LADDERBY GEN. CONTR.7'-4" ROUGH OPENING
7'-0" CLEAR OPENING
SEE PAGE 4
SILL DETAILS
1'-412"
6"GRATE COVER (FLUSH WITH PIT FLOOR)SEWER REQUIRED IN ALL ELEVATOR PITS.AS PER ASME A17.1 - RULE 106.1OR DRAIN w/NO DIRECT CONNECTION TO18"x18"x18" SUMP PIT w/ METALSUMPPITTO BE PROVIDED BY GENERAL CONTRACTOR.Verify locations with THYSSENKRUPP ELEVATOR.PIT LIGHT(S) AS REQ'D SEE NOTE 4
Pit Illumination shall not be less than 10 FTC at pit floor.
2'-214"
18" TO
STOP
SWITCH
OIL SHUT-OFF VALVE
1'-5"
1'-5"10'-7"
12'-3" MINIMUM OVERHEAD CLEARANCE REQUIRED
FINISHED FLOOR TO NEAREST OVERHEAD OBSTRUCTION
7'-4" ROUGH OPENING
7'-0" CLEAR OPENING
3'-7"
REFUGE SPACEFINISHED FLR.SUPPORT FOR ALL GUIDE RAIL BRACKETS,TOP OF OVERALL CAB WITH CAB IN
8'-8"
7'-4" TO SUSPENDED CEILING
8'-1012" UNDER CROSSHEAD
O.A. CAB HEIGHT OF 7'-11".
FULL TOP OVERTRAVEL, WITH AN ACTUAL
AS DESIGNATED IN ASME 2.9.1.29,000 LB. MINIMUM CAPACITY.BY GENERAL CONTRACTORSAFETY BEAM TO BE PROVIDEDTOP GUIDE RAIL BRACKET TO BE INSTALLED10'-7" ABOVE FINISHED FLOOR IN THE OVERHEAD.SUPPORT TO BE PROVIDED BY GENERAL CONTRACTOR.8'-0"PLAN / SECTION @ ELEVATORSSCALE: 1/4" = 1'-0"1A5.37'-0"
7'-6"
CLEAR
ROUGH OPENING.
MIN. CLEAR X 4-1/2" LONG EXPANSION TO FLOOR/WALL W/1 - 1/2"®L3X3X1/4" BRACKETS SECURED1/2" X 2" BAR SIDE RAILS1/2"® RUNGS @ 1'-0" O.C.3'-3"
0'-3"0'-3"1'-6"0'-3"MACHINE ROOM VENTINGNOTE:R38 RIGID INSUL.SEE STRUCTURAL K/S3.19'-0"
7'-0"
7'-6"
ROUGH OPENING.
4'-0"RAIL BRACKET SECTIONRAIL BRACKET PLANDETAIL G5/8" CONCRETE ANCHORS OR LAGBOLTSOMEGA RAILHOISTWAY WALL22" BRACKET O.A.19 1/2" BETWEEN BOLTSCSUMPPITR38 INSUL.ELEVATORS TO BE INSTALLED,INSPECTED AND CERTIFIED BYWASHINGTON STATE LABORAND INDUSTRIES DIVISIONPRIOR TO THE SCHEDULING OFFINAL INSPECTIONS. AS PERCHAPTER 70.87 RCW.2ND FLOOR1ST FLOOR3RD FLOORAS PER 2015 IBC SECTION 3005.2351.00362.66372.66EQUIP.ELEV.GHELEV. # 1ELEV. # 214.516.520'-0"1'-4"4'-4"18'-8"8'-8"4'-4"1'-4"12'-8"
2'-914"10'-0"10'-0"CLEARCLEAR
11'-4"EQ.4'-6"EQ.SEE ROOF PLANFS5.11/412SEE STRUCT. F/S5.1AS DESIGNATED IN ASME 2.9.1.29,000 LB. MINIMUM CAPACITY.BY GENERAL CONTRACTORSAFETY BEAM TO BE PROVIDEDSEE STRUCT. F/S5.1 ELEVATORA5.3TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/8" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
ASECTION @ SOUTH PARAPETSCALE: 3/4" = 1'-0"2A6.02nd Floor1st FLOOR351.03rd Floor372.66362.66SECTION @ NORTH PARAPETSCALE: 3/4" = 1'-0"3A6.03A4.5T.O.Parapet391.0ROOF CURB.SEE E/S5.1MEMBRANEROOF W/ COVERBOARD & 7"RIGID INSUL.MEMBRANE ROOFOVER DENSGLASS312STORE FRONTMTL. SOFFIT PANELMEMBRANE ROOFOVER DENSGLASSSEE DETAIL N/S5.1AT.O.Parapet391.0MEMBRANE ROOFOVER DENSGLASS312STORE FRONTMTL. SOFFIT PANELMEMBRANE ROOFOVER DENSGLASSSEE DETAIL N/S5.17A4.5ROOF CURB.SEE E/S5.1MEMBRANEROOF W/ COVERBOARD & 7"RIGID INSUL.AWNING1A7.0TYP.MEMBRANE ROOFOVER TOP OF PARAPETMEMBRANE ROOFOVER TOP OF PARAPET1A7.0TYP.2nd Floor1st FLOOR351.03rd Floor372.66362.66578"514"114"1"1" RIGID INSUL.AND STORE FRONTSCALE = 3" = 1'-0"1A6.0ALUM. TRIMTO MATCH .STORE FRONT.G.C.TO VERIFYDETAIL W/S.F. VENDERDETAIL @ DECK EDGE5" CONC.METAL PAN DECKSHIM FLUSH. TRIM SHOULD NOT SLOPEINWARD.SPANDREL GLASSCLEAR GLASSAS PER STRUCT.8" CMU WALLR19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIER8" CMU WALLAS PER STRUCT.R19 BATT INSULATIONGALV. LINER PANELMBCI 7.2 WALL PANEL"TYVEK" VAPOR BARRIERAS PER STRUCT.6" MTL. WALLAS PER STRUCT.6" MTL. WALLCONC. DECK AS PER STRUCT.CONC. DECK AS PER STRUCT.2nd Floor362.662nd Floor362.66VERIFY W/ ELEVATIONSVERIFY W/ ELEVATIONSSECTION @ TRASITIONSCALE: 3/4" = 1'-0"4A6.0BETWEEN CMU / MTL.WALLSECTION @ TRASITIONSCALE: 3/4" = 1'-0"5A6.0BETWEEN CMU / MTL.WALL1 58"1 58"3rdFloor372.663rdFloor372.664"4"NOTE: DURINGCONSTRUCTION COVERTOP OF CMU TO AVOIDWATER STAINING.SECT'SA6.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor HouseS E L F S T O R A G ETHEScale: 1/8" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
INSULATED DRAIN PIPEEXHAUST FAN. CENTER IN ROOMTOILETTILE WINSCOT 4'-0" AFFLAVORATORYRESTROOM ELEVATION KEYNOTESGRAB BARMIRROR, VERIFY SIZE WITH OWNERTOILET PAPER HOLDER6" CERAMIC TILE BASE. TO MATCH FLOOR.NOT USEDSEE OWNER SPECSURFACE MOUNTED LIGHT FIXTURE123456789101112VANITY SEE OWNER SPEC.13HAND DRYER SEE OWNER SPEC.UNI-SEX TOILET ROOMSCALE = 1/4" = 1'-0"2A7.0@ RETAIL OFFICESCALE = 1/4" = 1'-0"1A7.0INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A1/A7.0UNI-SEX TOILET RM.1/A7.0 BINTERIOR ELEVATIONSCALE: 1/4" = 1'-0"UNI-SEX TOILET RM.1/7.0CINTERIOR ELEVATIONSCALE: 1/4" = 1'-0"UNI-SEX TOILET RM.19128'-0"D 1/A7.0INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"UNI-SEX TOILET RM.2'-10"
MAX
MIN
2'-3"
3'-4"
MAX
4511818'-0"
TOP OF
2'-9"
1'-6"
SEAT
T.O. GRAB RAILMINMAX 92101'-6"2'-0"4'-6"
4'-0"12INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"A1/A7.0UNI-SEX TOILET RM.1/A7.0CINTERIOR ELEVATIONSCALE: 1/4" = 1'-0"UNI-SEX TOILET RM.D 1/A7.0INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"0'-6"
TOP OFMAX 8'-0"
2'-9"MIN2'-9"
2'-6"
1'-6"
SEAT
PAPERHOLDER
T.O. GRAB RAIL
0'-6"
4'-0"23112"912T.O. GRAB RAIL
UNI-SEX TOILET RM.6'-10"UNI-SEX TOILET ROOMLOADING LOBBYSEE OWNER SPEC. FOR ALL FINISHES AND FIXTURE SPEC.130'-6"
TOP OFMAX 8'-0"
2'-9"MIN2'-9"
2'-6"
1'-6"
SEAT
PAPER
HOLDER
T.O. GRAB RAIL
0'-6"
4'-0"23112"912T.O. GRAB RAIL
AD 1/A6 BC9'-6"122'-10"
MAX
MIN
2'-3"
3'-4"
MAX 11169TOP OF
2'-9"
1'-6"
SEAT
T.O. GRAB RAIL 92101'-6"2'-0"4'-6"
4'-0"1214'-10"4581119128'-0"9'-5"6'-812"AD 1/A6 BC2'-10"MAXMIN2'-3"
3'-4"MAX11196121/A7.0 BINTERIOR ELEVATIONSCALE: 1/4" = 1'-0"8'-0"UNI-SEX TOILET RM.CLEAR, LEVEL1/2"MAX1/4"MAXINTERNATIONAL SYMBOL OF ACCESSIBILITYTHRESHOLDDISPLAY CONDITIONSCOMPRESSED CARPET1/4" MAX. BELOWDOORTHRESHOLDTHRESHOLD21FINISH FLOOR LEVEL60"3"42" CL TOILET TOWALL OR PARTITIONSURFACE24"MIN*44"
MIN.34"CLR.18"MIN48" MIN.48" IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER.LATCH SIDE APPROACH*36"MIN.60"
MIN.PULL SIDEPUSH SIDEFLOOR SPACECLEAR LEVELPULL SIDEPUSH SIDEHINGE SIDE APPROACH60"
MIN.54"MIN.*44"
MIN.18" MIN.INT. DOORS24" MIN.EXT. DOORSPULL SIDEPUSH SIDE12"MIN.48"
MIN.FRONT APPROACHCLEAR, LEVELFLOOR SPACE60"
MIN.FLOOR SPACE32" CLEAR30"ADA ROOM IDENTIFICATION SIGNSEE DETAIL10" KICKPLATEPUSH SIDE OF DOORPROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR.LETTERS AND NUMBERS ON SIGN SHALL BE RAISED 1/32" MIN. SHALL BE 5/8" HIGH AND SHALL BE SAN-SERIF UPPERCASE CHARACTERS ACCOMANIED BY GRADE 2 BRAILLE.STRIKE SIDEOF DOORGRADE 2 BRAILLE48" MAX.36" MIN.48" MAX.1'-3"THERMOSTATSWITCHMIN.OUTLETRECEPTACLE44"60"3"EXIT SIGNSEE DETAIL10" KICKPLATEPUSH SIDE OF DOORCORRESPONDING GRADE II BRAILLESTRIKE SIDEOF DOOR30"AREA FOR ACCESSIBLEHARDWARE44"LETTERING RAISED 1/32"LETTERS/NUMBERALS SHALL BE RAISED 1/32"UPPER CASE SANS SERIF TYPE & SHALL BEACCOMPANIED WITH GRADE II BRAILLE.RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2"LITERARY BRAILLE STANDARD DIMENSIONS:DOT DIAM. .059 INCHESINTERIOR DOT SPACING .090 INCHESHORIZ. SEPARATION .241 INCHESBETWEEN CELLSVERT. SEPARATION .395 INCHESBETWEEN CELLS42" GRAB BAR SIDE ELEVATIONPLAN15"12"MAX.33"TOILET PAPER DISPENSER39"-41"39"-40"18"42" MIN.54" MIN.60" MIN. CLR.18"36" GRAB BARMAX.12"6"MAX.12"MAX.GRAB BARA CLEAR SPACE OF SUFFICIENT SIZE TO INSCRIBE A 60" DIA. CIRCLE W/IN THE SANITARY FACILITY ROOM.FLUSH VALVE SHALL BE ON WIDE SIDE OF TOILET AREA.44" MIN. FROM FLOOR TO FLUSH VALVE.5 LB. MAX. FORCE TO OPERATE VALVE. AS PER ICC 309.4SEE ACCESSORIES DETAIL FOR HEIGHTS OF GRAB BARS AND ACCESSORIES. FLUSH VALVE OPEN SIDETOILET ROOM NOTES:1.2.3.4.5.VERTICAL GRAB BAR7"-9"17"-19"17"-19"TOILET SEAT17"-19"& DRAIN PIPESHOT WATERINSULATE34" MIN.34" MAX.29" MIN.LAVATORY33"GRAB BARB/O REFLECTIVE SURFACE40"MIRRORHAND DRYERFINISH FLOORTOILET PAPERHOLDER1'-7"
39"-40"18"HORIZONTALGRAB BARVERTICALLOCATED TOFLUSH VALVEWIDE SIDE OF STALLLAVATORY48"MIN.1'-6"MIN.WATER ANDINSULATE HOTDRAIN PIPESKNEE CLEARANCESIDE ELEVATION9"MIN.2'-3" MIN.TOE CLEARANCE2'-5" MIN.2'-10" MAX.B/O REFLECTIVE SURFACE ON MIRROR6" MAX.8" MIN.3'-4" (MAX.)1'-5"MIN.PLANMIRRORLC8" MIN./9" MAX17"MIN30"MIN.DISPENSERADJ. WALL FINISHLAVATORYTOILET_STALL_CLEARANCEACCESSIBILITY_SYMBOLACCESSIBLE_DOOR_SIGNLAVATORY_CLEARANCENTS2DOOR_CLEARANCEFIXTURES ACCESORIESTHRESHOLD/TRANSITIONSEXIT_SIGNAGENTS1NTS3NTS4NTS5NTS8NTS9NTS11ACCESSIBILITY ACCESS DETAILSMISC.-MOUNTING-HEIGHTSNTS10AREA FOR ACCESSIBLEHARDWARE1'-5"MAX URINALTYP. CORRIDORRECESSED FIREEXTING'R BOX(NON CORROSIVEMATERIAL)SPACING AS PER CODE.TABLE 906.3(1).TYP. UNIT5'-0"AS PER SECTIION 906.9.1 4" MAX4'-0"AS PER ICC CHAPTER 3THRU SECTIION 906.9.3.SINK_CLEARANCEON MIRRORR2'-6"NOT_USEDNTS6FIRE-EXTINGUISHER6DOOR HARDWARE(REFER TO ELEVATION)REF. NOTES27" CLEARREFER TO ELEVATIONS4"8"4"1 1/2"5 1/2"3/4"2'-1"3/4" PART. BD. W/ CABRUBBER BASE GLUED3/4" MAT. CAB. FRONTLINER & EDGES1 X 3 BLOCKINGTO RECESSED PANELADA, TOE & CABFACE ARE CONNECTEDAS ONE PIECEFIRE RETARD. TREATED 1/4" HARDBOARD2 x 4 WD. BLOCK'G3"PER ADA SINK DIM.CONFIRM CUT-OUTSEE ELEVATION FOR SPECS.BACK SPLASH & RETURNSREFER TO ELEVATIONSFOR COUNTER, EDGES, FACESECTION @ ADA SINK @ COFFEE BARPLAN3A6.0SCALE: 1/4" = 1'-0"ELEVATIONSCALE: 1/4" = 1'-0"2'-10"SEE DETAIL E3/LG.2NOTE: AS PER 2010 ACCESSIBILTY CODE ANSI A117.1FIGURE 305.3 ,308.3.2 (b) & 606.2 EXEPT. #1.2'-6"4'-0"MAX
L10'-6"10'-6"4SEE DETAIL 2 THIS SHEETMAX
TOILETROOMSA7.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/4" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
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10x30RCP 1st FLOOR3A8.0SCALE: 1/16" = 1'-0"NORTHFixture DescriptionManufacturer Finish/ Color Catalog #Accessories / CommentsTIE INTO MOTION SENSOR SWITCHTBDWHITEEXIT LIGHTBRONZERABWALL PACKFIXTURE SCHEDULEVERIFY MOUNTING HT. W/ OWNER.HALLWAYWHITERABMASI 20-160-N-W/480POSITION AS SHOWN @ CANOPYUNIT FIXTURERABBRONZEWPLED1044' LED FIXTUREWHITEPANEL 1x4 - 34YN/E1FOR STAIR ENCLOSURESRABWP2F26/E1NIGHT LIGHT TO REMAIN ON 24/7TIE INTOMOTION SENSOR.NLBATTERY BACK-UP. 90 - MINUTES MIN.VERIFY W/ ELECT. SHOP DRAWINGSLEDEXHAUST FANTBDTBDTBDWHITEFLUSH MOUNT ONTO SOFFIT120V CRI90 10W 5000KBright Day Light,6.5 inchLEDCloudy BayMotion SensorFlush Mount to underside of structure4' LED FIXTUREFLUSH MOUNTTBDNOTES:1.ALL LIGHTING CONTROLLS SHALL COMPLY W/2.WSEC, SECTION C405.2.2.2.LOCATIONS OF 24/7 NIGHT LIGHT LOCATIONS T.B.D.BY ELECTRICAL CONTRACTOR. (BIDDER DESIGN)EXIT SIGNTBDTBDTBDEXITELECTRICAL CONTRACTORTO SPEC.10x20 UPUP10x20
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10x15RCP 2nd FLOOR2A8.0SCALE: 1/16" = 1'-0"NORTHRCP 3rd FLOOR1A8.0SCALE: 1/16" = 1'-0"NORTHELEV. # 1ELEV. # 25x12ELEV. # 1ELEV. # 2EQUIP.ELEV.TOILETUNI-SEXESTCODE ELEV. # 1ELEV. # 2CONTINUOUS SOFFIT PANEL (ONE PANEL WIDE, CENTER OF HALLWAY) SHOULD BEELEVATOR LOBBIES (ALL FLOORS) SHOULD HAVE WALL-TO-WALL SOFFIT PANEL.INSTALLED THROUGHOUT ALL INTERIOR HALLWAYS.3.4.10x55x5
W/ WHITE SOFFITVERIFY W/ OWNERVERIFY W/ ELETRICAL290'-0"100'-0"100'-0"100'-0"5x55x5LIGHT POLETBDTBDTBDELECTRICAL CONTRACTORTO SPEC.RCP'SA8.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/16" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTEREDGENERAL LIGHTING NOTES1. ALL FIXTURES WILL BE ON OCCUPANCYSENSORS UNLESS NOTED OTHERWISE.2. ALL LIGHT FIXTURES INSIDE STORAGE UNITSWILL BE CONTRILLED BY A MOTION SENSORSWITCH IN INTEGRATED IN EACH FIXTURE.3. ALL EXTERIOR LIGHT FIXTURES WILL BE LEDUNLESS NOTED OTHERWISE.4. ALL FIXTURES IN STORAGE UNITS ANDCORRIDORS WILL BE MOUNTED TO STRUTSATTACHED TO THE TOP OF THE PARTITIONSYSTEM, MIN 8'-0" A.F.F.5. ALL MOTION SENSORS IN THE STORAGECORRIDORS WILL HAVE A MINIMUM RANGE OF20' RADIUS.6. FIXTURES MOUNTED BEHIND "SHOWWINDOWS" WILL ILLUMINATE SIGNAGE ANDWILL BE ON 24-HR.7. CONTRACTOR TO VERIFY SPACING &NUMBER OF EMERGENCY LIGHT FIXTURESWITH MANUFACTURER SPECIFICATION; AMINIMUM OF 1 FC MUST BE ACHEIVED IN ALLCORRIDORS.8. ALL EXTERIOR LIGHTING FIXTUERS WILL BE ONPHOTOCELL CONTROLS.
Fixture DescriptionKey Manufacturer Finish/ Color Catalog # Accessories / CommentsEGRESS LIGHTING FIXTURE SCHEDULEWALL MOUNTAREA OF REFUGE AS PER 2018 IBC SECTION 1009.4EXCEPTION 2 NOT REQUIREDEXITEXIT SIGNAGE AND EMERGENCY EGRESS LIGHTING TO MEET 2018IBC SECTIONS 1008, SECTION 1009.9ELECTRICAL CONTRACTOR TO VERIFY ALL IBC ANDPIERCE COUNTY REQUIREMENTS.NOTES:TYPE 5LB ABC PORTABLE FIRE EXTINGUISHERS W/ RECESSED NON CORROSIVE CABINETS SHALL BEMOUNTED ON INTERIOR PARTITION WALLS ONLY. MOUNT AND SPACE AD PER SECTION 906 2018 IBC& 2015 IFC. 75' MAX TRAVEL DISTANCE TO EXTINGUISHER. MAX MOUNTING HEIGHT MAY NOTEXCEED 48" TO OPERABLE PARTS.MAY EXTEND A MAXIMUM OF 4" INTO EGRESS PATH.SECTIONS 1003.3.1 THROUGH 1003.3.4.EGRESS LIGHTING AS PER 2018 IBC SECTION 1008.ELECTRICAL CONTRACTOR TO VERIFY ALL IBC ANDPIERCE COUNTY, WA REQUIREMENTS.LONGEST PATH OF EGRESS2018 IBC TABLE 1017.2 & TABLE 1006.2.1 S-1 = 250"EXIT SIGNEXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2018 IBC SECTION 1016 TABLE1017.2, S1 OCCUPANCY WITH FULLY AUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION903.3.1.1. MAX TRAVEL DISTANCE NOT TO EXCEED 250'.EXIT ACCESS TRAVEL DISTANCE SECTION 1016SURE-LITESWHITETBD AS PER 2018 IBC SECTION 1013.1SignSTORAGE LIVE LOAD SIGN AS PER2018 IBC SECTION 106.1 & SECTION 1300 SEE PLAN FOR LOCATIONS.ALL ELEVATORS AS PER CHAPTER 30 ARE REQUIRED TO BE (NOT AN ACCESSIBLE MEANS OFEGRESS AS OUTLINED IN CHAPTER 11. SHALL COMPLY WITH ICC/ANSI A117.1-2009, SECTION 407.EXITTYPE 5LB ABC PORTABLE FIRE EXTINGUISHERFULLY SPRINKLEREDAP SERIESDN
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RCP-1MINIMUM REQUIRED EGRESS WIDTH SECTION 1021.2 & 1024.5GROSS SQFT.OCCUPANT LOADEGRESS WIDTH PER OCCUPANT SERVEDTABLE 1005.1TABLE 1004.1.1.2EXIT ACCESS TRAVEL DISTANCE SHALL BE IN COMPLIANCE WITH 2018 IBC SECTION 1016 TABLE 1016.1, S1 OCCUPANCY WITH FULLYAUTOMATIC SPRINKLER SYSTEM AS PER WASC SECTION 903.3.1.1. MAX TRAVEL DISTANCE NOT TO EXCEED 250'.AREAOCCUPANCYS1S152 x 0.2 = 10.4S1OCCUPANCY LOAD &56 x 0.2 = 11.259 x 0.2 = 11.8SECOND FLOOR STORAGETHIRD FLOOR STORAGE26,200 SQFT.26,200 / 500 = 5227,980 / 500 = 5629,463 / 500 = 59FIRST FLOOR STORAGE12 x 0.2 = 2.5BFIRST FLOOR RETAIL / OFFICE1,170 SQFT.1,170 / 100 = 12133'-0"NOTE: ALL DISTACES ARE ROUNDED UP TO THE NEAREST FOOT.106'-0"143'-0"182'-0"182'-0"156'-0"156'-0"183'-0"183'-0"192'-0"192'-0"29,463 SQFT.27,980 SQFT.ALL LOCATIONS OF FIRE EXTINGUISHERS & EXIT SIGNS SHALL BE FIELD VERIFIED BY G.C.OR DESIGNATED SUB CONTRACTOR.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.F.E.EXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXITEXIT123456789101112131415161718192021222324252627282930EGRESS PLAN 1st FLOOR3A9.0SCALE: 1/16" = 1'-0"NORTHEGRESS PLAN 2nd FLOOR2A9.0SCALE: 1/16" = 1'-0"NORTHEGRESS PLAN 3rd FLOOR1A9.0SCALE: 1/16" = 1'-0"NORTHF.E.F.E.F.E.F.E.F.E.F.E.ELEV. # 1ELEV. # 25x12ELEV. # 1ELEV. # 2EQUIP.ELEV.TOILETUNI-SEXESTCODE ELEV. # 1ELEV. # 210x5 5x510x55x5EXIT
290'-0"100'-0"100'-0"100'-0"5x55x5EGRESSPLANSA9.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/16" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
Interior Storage Doors & Hallways1. Producta. Curtain shall be Grade E (80,000 # min.yield) galvanized, 26 gauge steel. It shall bedeep roll formed and lock seamed togetherto make a continuous curtain to full doorheight. Curtain shall be protected with avertical wear strip at each drum wheel.b. Guide Assembly shall be 18 gaugegalvanized steel with pre-punched holes forthe lock and anchors. Protection shall beprovided to prevent steel to steel contactbetween curtain and guide.c. Bottom Bar extruded 6063-T6 Aluminumwith an 1 1/2" x 1 1/2" x 1/8" painted steelangle and a vinyl continuous tubular typeweather strip. Assembly shall be lock to thecurtain.d. Springs doors 6'-0" and less shall shouldhave "one" any door over 6'-0" should have"two" helical, oil tempered torsion springs.Springs shall be engineered for long life andeasy door operation.e. Support Bracket is formed from 12 gaugegalvanized steel with pre-punched holes forspring alignment, guide attachment andspring adjustment with a deep drawnbushing for easy low friction fit with the dooraxle.f. Paint Coating applied prior to roll formingby the continuous roller coating method.This includes brush pretreatment, primecoat, and medium gloss top coat withpolyester paint system. Color shall beverified by owner.g. Locking device (Door Latch) shall be a twopart double plated 11 gauge steel. Lockingdevice shall provide for use or removablecylinder type lock mechanism. All latchedto be STAINLESS STEEL.h. Inside Door Stop deep formed from 12gauge galvanized steel, with pre-punchedholes for attachment to both guides. Sharppoints not accepted.i Lift Handles are made of galvanized steelwith an easy grip and provision forattachment of a 1/4" nylon rope withpolypropylene core reinforcement and tiedas a loop.2. ExecutionInstallation shall be exclusively bymanufacturer's trained installers or by anexperienced D/B crew. Installation shall bein strict accordance with manufacturer'sprinted instructions.3. Optional Featuresa. Ball Bearing Brackets: Roll up doorslarger than 8'-8" wide shall be provided witha self ball bearing securely welded to thedoor support bracket.b. Insulated Doors: Insulation to consist oftwo layers of aluminum nylon film laminatedto the outside of two layers of heavy dutypolyethylene air bubble cushioning. Materialshall have an R value of 4. A rigid vinyl sideand top draft stop seals against theinsulation or door curtain and header.c. Kynar paint finish: Shall be supplied by aKynar licensed paint applicator in strictaccordance with manufacturer's instruction.Paint applicator to supply standard warrantyto the Owner upon completion of the project.5. ADA Compliancea. All Roll-Up Doors to meet code operatingstandards as per ANSI sections 4.13.1 thru4.13.11. & WAC section 309 operable Parts.Section 309.4 Operation. Operable partsshall be operable with one hand and shallnot require tight grasping, pinching, ortwisting of the wrist. The force required toactivate operable parts shall be 5 pounds(22.5 N) maximum.GENERAL NOTES :INTERIOR ROLL UP DOORS4'-8"9'-4"8'-0"
3'-3"MARKSTORE FRONT SCHEDULENOTE:FIELD VERIFY ALL OPENINGS BEFORE FABRICATION.12345DESCRIPTIONSIZE (WxH)UNITSAREA# OFUSHGCREMARKS:LOCATION24'-8" x 18'-3 1/2"45020.40ALUM. STORE FRONTSTOR HOUSE GREEN0.38AREAGROSS226413'-0"" x 8'-0"46.4900 SQFT.900 SQFT.128 SQFT.46.4 SQFT.24'-8"x18-4"8'-0" x 8'-0"STORAGEOFFICEOFFICEALUM. STORE FRONTALUM. STORE FRONTFINISH DARK BRONZESTORAGETSTORE FRONT @ OFFICE8'-0"3'-0"T3'-0"EQ.EQ.19696 SQFT.12'-0" x 8'-0"OFFICE6612'-0"SLIDING DOOR7614'-0"8'-8"VARIES.MARKDOOR MATERIALSIZEWIDTH X HEIGHTTYPELABELJAMB MATERIALHARDWAREREMARKSQUANTITYNOTE: ALL EGRESS EXIT DOORS SEE IBC SETIONS 1008.1.3.4, 1008.1.8 & 1008.1.8.3. SEE TABLE 715.5.3 FOR ALLOWABE AREA OF GLAZING.11567DOOR SCHEDULEALL H.M. DOORS TO BE FACTORY PRIMED.NOTE:FIELD VERIFY ALL OPENINS, DOOR SWINGS& HARDWARE W/ OWNER PRIOR TO ORDERING.3'-0" x 6'-8"C LABEL1 HR.HOLLOW METAL4SWING (1 LEAF)LOCKSET W/ APPROVED CLOSER.W/ OWNER. ALARM ALL EXTERIOR DOORS.W/ TRESHHOLD. VERIFY SECURITY 6'-10"3'-0"23'-0"HOLLOW METALNOTE: ALL EGRESS EXIT DOORS SEE IBC SETION 1008.1.3.3.W/ VENDER SPECS.VERIFY DOOR DETAILS8'-8" X 14'-0"NONE1SLIDINGAUTOMATICVERIFY SECURITY W/ OWNER.SEE VENDER SPECS.NOT USEDPROVIDED WEATHERSTRIPPING & DOOR SWEEP@ ALL EXTERIOR DOORS.23'-0" x 6'-8"B LABEL1 HR.HOLLOW METAL6SWING (1 LEAF)LOCKSET W/ APPROVED CLOSER.NO TRESHHOLD.HOLLOW METAL1/2AS PER SECTION 1008.1.3.33'-0"43'-6" x 7'-0"C LABEL1 HR.HOLLOW METAL1SWING (1 LEAF)33'-0"33'-0" x 6'-8"C LABELHOLLOW METAL2SWING (1 LEAF)LOCKSET W/ APPROVED CLOSER.@ TOILET ROOMS. VERIFY W/ OWNER.NO TRESHHOLD. PRIVACY LOCKSHOLLOW METAL"S" LABLE REQUIRED @ EXITENCLOSURES SECTION 715.4.5.3EXCEPTION 715.4.4. NO TEMP.RISE DOORS REQUIRED.BUILDING EQUIPPED WITHAUTO-MATIC SPRINKLER.AS PER SECTION 903.3.1.3'-4"
6'-10"
3'-4"
6'-10"
3'-4"SEE NOTE ELEVATION 8FIELD VERIFY
7'-4"3'-6"LOCKSET W/ APPROVED CLOSER.HOLLOW METAL4ADA HANDLE & LATCH.VARIESTTTTTTTT VARIESNONEMETALT.B.D.ROLL UPMETALLATCHW/ VENDER SPECS.VERIFY DOOR DETAILSCYLINDER LOCKSSECTION 1008.1.3.3 HORIZONTAL SLIDINGDOORS.1.The doors shall be power operated andshall be capable of being oprated manually inthe event of power failure.2.The doors shall be openable by a singlemethod from both sides without specialknowledge or effort.3.The force required to operate the door shallnot exceed 30 pounds (133N) to set the doorin motion and 15 pounds (67 N) to close thedoor or open it to the minimum requiredwidth.4.The door shall be openable with a force notto exceed 15 pounds (67N) when a force of250 pounds (1100 N) is applied perpendicularth the door adjacent to the operating device.5.The door assembly shall comply with theapplicable fire protection rating and, whererated, shall be self-closing or automaticclosing by smoke detection in accordancewith Section 715.4.7.3, shall be installed inaccordance with NFPA 80 and shall complywith Section 715.6.The door assembly shall have an integratedstandby power supply.7.The door assembly power supply shall beelectrically supervised.8.The door shall open to the minimumrequired width within 10 seconds afteractivation of the operating device.0.400.380.400.380.400.380.400.604'-0"4'-8"EQ.EQ.4TEMPERED GLAZING.CLEARTEMPERED GLAZING.CLEARTEMPERED GLAZING.CLEAR4'-7"
8'-0"T5ALUMINIUMANODISEDFINISHDARK BRONZESTANLEYD/G 2000BPALUMINIUMANODISEDFINISHDARK BRONZELOCKSET W/ APPROVED CLOSER.W/ OWNER. ALARM ALL OFFICE DOORS.W/ TRESHHOLD. VERIFY SECURITY FIELD VERIFY ALLOPENINGS PRIORTO FABRICATIONTEMPERED GLASS.BUSSINESS HOURS.ALUM. STORE FRONTFINISH DARK BRONZE.CLEARFIELD VERIFY ALLOPENINGS PRIORTO FABRICATIONTEMPERED GLASS.CLEARTO REMAIN UNLOCKED DURINGLOCKSET W/ APPROVED CLOSER.W/ OWNER. ALARM ALL OFFICE DOORS.W/ TRESHHOLD. VERIFY SECURITY BUSSINESS HOURS.ALUM. STORE FRONTFINISH DARK BRONZE.TO REMAIN UNLOCKED DURING3'-0"114'-0" x 4'-8"18.4202.4 SQFT.STORAGE0.400.38ALUM. STORE FRONTFINISH DARK BRONZECLEAR GLAZING.2EQ.EQ.EQ.EQ.EQ.TTT1EQ.2nd Floor3rd Floor362.66372.6618'-312"6'-512"1'-212"8'-1"1'-212"0'-8"8'-1"0'-8"
8'-1"1'-212"
0'-8"
8'-1"EQ.EQ.EQ.EQ.EQ.EQ.18'-4"TT24'-8"24'-8"SPANDRELPANEL.COLOR TOMATCHMTL.SPANDRELPANEL.COLOR TOMATCHMTL.EXTRUDEDALUMINUMTRIM.EXTRUDEDALUMINUMTRIM.EXTRUDEDALUMINUMTRIM.1a1a24'-8" x 8'-3 1/2"20520.40ALUM. STORE FRONT0.38410 SQFT.STORAGETEMPERED GLAZING.CLEAR8'-312"3STOR HOUSE GREENSTOR HOUSE GREEN4503'-4"USHGC0.400.37578"514"114"1"1" RIGID INSUL.AND STORE FRONTSCALE = 3" = 1'-0"1A10.0ALUM. TRIMTO MATCH .STORE FRONT.G.C.TO VERIFYDETAIL W/S.F. VENDERDETAIL @ DECK EDGE5" CONC.METAL PAN DECKSHIM FLUSH. TRIM SHOULD NOT SLOPEINWARD.SPANDREL PANEL.COLOR TO MATCH MTL.DOOR &WINDOWSCHED'SA10.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale: 1/4" = 1'-0"esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105Date: 11-15-2021PETER W. SCHROEDERSTATE OF WASHINGTON3901ARCHITECTREGISTERED
ENERGYCALC'SA11.0TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale = 1:20Date: 11-15-2021esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 98105
ENERGYCALC'SA11.1TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale = 1:20Date: 11-15-2021esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 981051.2.3.4.5.6.
ENERGYCALC'SA11.2TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale = 1:20Date: 11-15-2021esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 981057.8.9.10.11.12.
ENERGYCALC'SA11.3TitleDateMarkRevisionsLicence:SheetCREEK ROAD SELF STORAGE YELM, WAStor House
S E L F S T O R A G E
THEScale = 1:20Date: 11-15-2021esignooregmooredesign@comcast.net15504 SE 18th Street( 425 ) 941 - 1040Bellevue, WA 98007ssociatesSELF STORAGE DESIGN3838 48th Avenue NESeattle ( 2 0 6 ) - 9 5 4 - 0 4 4 2psaaia@comcast.netWashington, 9810513.14.15.16.17.18.
B3334B3334SB30343DB30342DB30302DB30302DB30302DB30302DB3030B421844
B5430303DB1821302DB2721302DB2721303DB232130B332130B543030B421844 2DB301844 2DB301844
B3334B3334SB30343DB30342DB30302DB30302DB30302DB30302DB3030B421844
B5430303DB1821302DB2721302DB2721303DB232130B332130B543030B421844 2DB301844 2DB301844 U721278BOX STORAGE48" W BOX STORAGE36"W x 60"DBOX STORAGE60"W X 36"DW3342W3042W3024W3342WP301415W1D681415WP3014159480FX2880FX60802880FX 306830805080
12726PT2668
9480FX3080E1E1
E2E2
E3E3
E4E4
E5E5
E6E6 E7E710'-3 7/8"1'-2"6 1/2"3'-8"12'-9"4'6 1/2"10'-6"4'2'-6"
6'-4"
2'-1"3'-3"1'43'-6 3/8"28'-5 1/2"2'2'-6 1/2"12'-6"3'-7 1/2"2'3'-2"16'-4"3'-2"8'-7"
2'3'-8"4'-11"
4"4"1'3"1'4"4"4'-6"4"5'-7"3'
1'-9"9"1'-3"76°
14°
FIRERISER ANTEN.CARTSCARTSCARTSCARTS CARTSCARTSCARTSCARTS
KEEP AREA CLEAR
FOR ACCESSIBILITY
FILE CABINETS
GROMMET HOLE FOR PHONE &
COMPUTER CORDS
396"R
START OF ARC ANGLE
NOTE: AS PER 2010 ACCESSIBILTY CODE ANSI A117.1
FIGURE 305.3 ,308.3.2 (b) & 606.2 EXEPT. #1.
SEE ELEVATION E2 ON MS2 SHEET
E
8
E
8
RETAIL OFFICE
FILE STORAGE
USB
USB RRRR
RRRRRRRRR RRRR
R
R
R
R
R
3'-9"3'-3"4'5'-4"5'-4"4'8'7'-3"ABOVE COUNTERTOP
AT 42" H
OUTLETS ARE UNDER COUNTERTOP
FOR WALL MOUNTED TV
AT 60" H
CEILING MOUNTED OUTLET
CEILING MOUNTED OUTLET
RECESSED 2' X 4' & 2' X 2'
LOCATION TBD: WILL BE BASED ON
LOCATION OF CEILING TILES
CEILING IS SUSPENDED CEILING
SEE MS2 FOR DETAIL
ELECTRICAL SCHEDULE
2D SYMBOL DESCRIPTION
UNDER CABINET LIGHT
24X24 RECESSED TUBE LIGHT
SINGLE POLE
DUPLEX, CEILING MOUNTED
2 USB CHARGER OUTLET
DUPLEX
24X48 RECESSED TUBE LIGHT
QUADRUPLEX
RECESSED DOWN LIGHT 6
R
USB
R
R
R
USB
R
R
NN12/2/2021Drawn By:M StudiosSTOR-HOUSECREEK STREETYELM,MS1These drawings are instruments of service and are the property of MStudiosInc. All designs and other information on the drawings are for the use on thespecific project and shall not be used otherwise without expressed writtenpermission of MStudios Inc. Written dimensions on these drawings shall nothave precedence over scaled dimensions. Contractors shall verify and beresponsible for all dimensions and conditions on the job. This office shall benotified of any variations from the dimensions and conditions shown on thedrawings.PROJECT:SPACE RESERVED
FOR STAMP
RETAIL OFFICE FLOOR PLAN
SCALE: 1/4"=1'-0"
RETAIL OFFICE ELECTRICAL PLAN
SCALE: 1/4"=1'-0"
GENERAL LIGHTING NOTES
1. ALL FIXTURES WILL BE ON OCCUPANCY
SENSORS UNLESS NOTED OTHERWISE.
2. ALL LIGHT FIXTURES INSIDE STORAGE UNITS
WILL BE CONTROLLED BY A MOTION SENSOR
SWITCH IN INTEGRATED IN EACH FIXTURE.
3. ALL EXTERIOR LIGHT FIXTURES WILL BE LED
UNLESS NOTED OTHERWISE.
4. ALL FIXTURES IN STORAGE UNITS AND
CORRIDORS WILL BE MOUNTED TO STRUTS
ATTACHED TO THE TOP OF THE PARTITION
SYSTEM, MIN 8'-0" A.F.F.
5. ALL MOTION SENSORS IN THE STORAGE
CORRIDORS WILL HAVE A MINIMUM RANGE OF
20' RADIUS.
6. FIXTURES MOUNTED BEHIND "SHOW
WINDOWS" WILL ILLUMINATE SIGNAGE AND
WILL BE ON 24-HR.
7. CONTRACTOR TO VERIFY SPACING &
NUMBER OF EMERGENCY LIGHT FIXTURES
WITH MANUFACTURER SPECIFICATION; A
MINIMUM OF 1 FC MUST BE ACHIEVED IN ALL
CORRIDORS.
8. ALL EXTERIOR LIGHTING FIXTURES WILL BE ON
PHOTOCELL CONTROLS.
RETAIL OFFICE PLANS
22'-10"
1"1'-6"4'-6"1'-11"2'-3"2'-9"2'-3"1'-6"4'-6"1'-6"1"
4"1'4"4'-5"2'-6"5'-8"2'-6"4'-5"4"1'4"
6'10'-8"6'
2'1'-2"16'-4"1'-2"2'
LOCKING CASH DRAWER
PRINTER ON ROLLOUT SHELF
RECEPTION DESK ELEVATION
SCALE: 1/4"=1'-0"
E
1
E
1
9'-11"
4"8'-7"1'3'-8"4'-4"1'9'4"1'7'-3"
8'-11"
6"2'-6"7"2'-6"2'-6"4"1'-2"2'-6"RECEPTION DESK ELEVATION
SCALE: 1/4"=1'-0"
E
2
E
2
10'-6"2'18'-8"2'10'-4"
2'-9"2'-6"2'-6"2'-9"
10'-4"2'3'-8"12'-6"2'-6"2'10'-6"
1"1'-6"2'-9"2'-6"2'-6"2'-9"
4'5'-5"10"5'-5"3'2'-10"1'-8"3'-6"1'9'RECEPTION SECURITY TV WALL ELEVATION
SCALE: 1/4"=1'-0"
E
3
E
3
75" TV
28'-5 1/2"
5'16'-3"7'-2 1/2"4'4'1'9'RETAIL WALL ELEVATION
SCALE: 1/4"=1'-0"
E
4
E
4
3" SLAT WALLRETAIL BOX STORAGE
8'1'9'10'-4"2'1'-2"16'-4"3'-2"
22'-8"10'-4"
1'-6"4'-6"10'-8"4'-6"1'-6"2'-6"1'-2"4'-4"4"8"1'4"1'4"
RECEPTION DESK ELEVATION
SCALE: 1/4"=1'-0"
E
5
E
5
COFFEE BAR BEYOND
EXIT TO STORAGE BEYOND
9'2'-6"6'-6"4'12'-6"3'-11"
20'-5"
7'-6"4'-6"8'-5"3'-6"FILE STORAGE ROOM ELEVATION
SCALE: 1/4"=1'-0"
E
6
E
6
HOOKS
3'3'14'-5"9'6'-6"2'-6"FILE STORAGE ROOM ELEVATION
SCALE: 1/4"=1'-0"
E
7
E
7
VERTICAL SUPPORT WIRES TO BE #12 @ 48" O.C. EACH WAY
PROVIDE PERIMETER WIRES 8" OUT FROM THE WALL
SUSPENDED CEILING DETAILS @ OFFICE
NOT TO SCALE
SUSPENDED CEILING AT LIGHT
NOTE:
SUSPENDED CEILING SYSTEM SHALL
COMPLY WITH UBC STANDARDS
SUSPENDED CEILING NOTES:
MAX.
SUSPENDED CEILING (TYP.)
45Deg.
C
R
O
S
S
R
U
N
N
E
R
2"
2"
MAX.4"MIN.MAIN
R
U
N
N
E
R
45Deg.
SPLAY WIRES,
NO. 12 GAUGE
(TYP.)
45Deg.
45Deg.
LIGHT FIXTURE
3"
M
A
X
.
FOUR #12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION, AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF
THE CEILING - A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE.
THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES - THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" ON CENTER IN BOTH
DIRECTIONS WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL - ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED.
LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL (LATERAL)
FORCES - BRACING WIRES SHALL BE ATTACHED TO THE GRID AND THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD,
WHICHEVER IS GREATER WITH A SAFETY FACTOR OF 2.
COMPRESSION STRUTS MUST BE PLACED WITHIN 2" OF THE FOUR SPLAYED WIRES - FOR STRUTS UP TO 4'-0" IN LENGTH USE 1/2"; E.M.T. THIN WALL CONDUIT - FOR STRUTS 4'-0" TO 12'-0" IN LENGTH USE
3/4"; E.M.T. THIN WALL CONDUIT.
AT LIGHT FIXTURES: ATTACH #12 GAUGE HANGER
WIRE WHICH SHALL BE ATTACHED TO THE GRID
MEMBER WITHIN 3" OF EACH CORNER OF EACH
FIXTURE, TYP.
SUSPENDED CEILING WIRES - SEE
SUSPENDED CEILING DETAIL
EACH LIGHT FIXTURE TO HAVE (2)
#12 GA HANGER WIRES ATTACHED
FROM THE FIXTURE HOUSING TO
THE STRUCTURE ABOVE, ONE AT
EACH END, TYP.
UNDER SIDE OF FLOOR OR ROOF
STRUCTRUE
FASTENERS: AT WOOD FRAMING #8x3/4" WD. SCREW, AT METAL
FRAMING #8x5/8" METAL TAPPING SCREW
1/2" THIN WALL ELEC. CONDUIT (EXTEND TUBE TO BE TIGHT TO
CEILING GRID & STRUCTURE ABOVE - THEN INSTALL BOLT TO
SECURE ONE TUBE TO THE OTHER
3/4" THIN WALL EELC. CONDUIT W/ SLOT AT END TO
FIT OVER CEILING RUNNER
DRILL 3/32" DIA. HOLE & INSTALL 1/8" DIA. BOLT &
LOCKING NUT
GENERAL LIGHTING NOTES
1. ALL FIXTURES WILL BE ON OCCUPANCY
SENSORS UNLESS NOTED OTHERWISE.
2. ALL LIGHT FIXTURES INSIDE STORAGE UNITS
WILL BE CONTRILLED BY A MOTION SENSOR
SWITCH IN INTEGRATED IN EACH FIXTURE.
3. ALL EXTERIOR LIGHT FIXTURES WILL BE LED
UNLESS NOTED OTHERWISE.
4. ALL FIXTURES IN STORAGE UNITS AND
CORRIDORS WILL BE MOUNTED TO STRUTS
ATTACHED TO THE TOP OF THE PARTITION
SYSTEM, MIN 8'-0" A.F.F.
5. ALL MOTION SENSORS IN THE STORAGE
CORRIDORS WILL HAVE A MINIMUM RANGE OF
20' RADIUS.
6. FIXTURES MOUNTED BEHIND "SHOW
WINDOWS" WILL ILLUMINATE SIGNAGE AND
WILL BE ON 24-HR.
7. CONTRACTOR TO VERIFY SPACING &
NUMBER OF EMERGENCY LIGHT FIXTURES
WITH MANUFACTURER SPECIFICATION; A
MINIMUM OF 1 FC MUST BE ACHEIVED IN ALL
CORRIDORS.
8. ALL EXTERIOR LIGHTING FIXTUERS WILL BE ON
PHOTOCELL CONTROLS.
AS PER 2015 IBC SEC. 808.1.1.1 & ASTM C635 & ASTM C636.
PROVIDE 2" PERIMETER MOLDING.
AS PER 2015 IBC SEC. 808.1.1.1 & ASTM C635 & ASTM C636.
SEE KIRBY ELECTRIC, INC SHEET E2.2
PLAN3A6.0 SCALE: 1/4" = 1'-0"ELEVATIONSCALE: 1/4" = 1'-0"SEE DETAIL E3/LG.2NOTE: AS PER 2010 ACCESSIBILTY CODE ANSI A117.1FIGURE 305.3 ,308.3.2 (b) & 606.2 EXEPT. #1.MAXL4SEE DETAIL 2 THIS SHEET
1'3'-3"10 1/2"2'-1"5'-7"1'-9"9"6"1'8'-8"3'
28'-6"
3'-5"2'-6"5 1/2"6 1/2"4"7'-3"1'4"1'1'
2'9'5'-6"1'4"8"OFFICE SECTION
SCALE: 1/4"=1'-0"
E
8
E
8
HOLE BEHIND TV SCREENS FOR
NETWORK CORD PASS THROUGH
RETAIL BOX STORAGE 12/2/2021Drawn By:M StudiosSTOR-HOUSECREEK STREETYELM,MS2These drawings are instruments of service and are the property of MStudiosInc. All designs and other information on the drawings are for the use on thespecific project and shall not be used otherwise without expressed writtenpermission of MStudios Inc. Written dimensions on these drawings shall nothave precedence over scaled dimensions. Contractors shall verify and beresponsible for all dimensions and conditions on the job. This office shall benotified of any variations from the dimensions and conditions shown on thedrawings.PROJECT:SPACE RESERVED
FOR STAMP
RETAIL OFFICE ELEVATIONS
221235476810911131216141517181920212324262528272930CABDEFGHJKLP.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.PLAN NOTES:KEYNOTES - METAL:KEYNOTES - CONCRETE:
241234567891011121314151617181920212223G252627282930ABCDEFHJKLP.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.PLAN NOTES:KEYNOTES - DECKING:KEYNOTES - METAL:
123456789101112131415161718192021222324252627282930ABCDEFGHJKLP.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.KEYNOTES - DECKING:KEYNOTES - METAL:PLAN NOTES:
123456789101112131415161718192021222324252627282930ABCDEFGHJKLP.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.PLAN NOTES:KEYNOTES - DECKING:KEYNOTES - METAL:
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.PLAN NOTES:
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.
P.O. BOX 595
ISSAQUAH, WA 98027
(425) 557-0779 (PHONE)
B & T DESIGN & ENGINEERING, INC.