2022-01-18 Farrellis Yelm Storage Building - Preliminary Agency Review Set1t1tWINDOW TYPESSEE SCHEDULE SHEET A600DOOR TYPES, SEE SCHEDULE SHEET A6001RefEXTERIOR ELEVATIONS1A101SIMBUILDING SECTION1A101SIMCALLOUTSA101SYMBOLS LEGENDEARTHAGGREGATE / 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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:46 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022VSG001COVER SHEETPRELIMARY AGENCYREVIEW01/18/2022FARRELLI'S PIZZAYELM, WASHINGTONVICINITY MAPREVISIONS# CURRENT REVISION DESCRIPTION REV. DATESHEET INDEXSHEET # SHEET NAME REV.#. REV. DATE1.GENERALG001 COVER SHEET5.ARCHITECTURALA100 OVERALL SITE PLANA101 OVERALL FLOOR & ROOF PLANA200 EXTERIOR ELEVATIONSA201 EXTERIOR ELEVATIONS - COLOREDA300 BUILDING SECTIONSA600 DOOR / WINDOW SCHEDULEPROJECT INFORMATIONPROJECT SCOPE STORAGE BUILDINGPARCEL NUMBER: 21724130700PROJECT LOCATION 813 YELM AVE W, YALM, WASITE ZONING C-1 COMMERCIALZONING JURISDICTION CITY OF YELMSITE USE RESTAURANTSET BACK - FRONTAGE: 15'-0"SET BACK - SIDE: 10'-0"SET BACK - REAR: 20'-0"SITE AREA 1.61 ACRESPROJECT TEAMOWNERFARRELLI'S PIZZA YELM LLC1590 WILMINGTON DR,DUPONT, WA 98327PHONE: 253.948.2010CONTACT: PATRICK LEWISEMAIL: patrick@farrellispizza.comCONTRACTORBLACKROCK INDUSTRIES, LLC.1106 39TH AVE SEPUYALLUP, WA 98374PHONE: 253.735.7172CONTACT: AMBER HODGESEMAIL: amber@blackrockind.comSTRUCTURAL ENGINEERTHE LAND DEVELOPER, INC.5737 LINDERSON WAY SWTUMWATER, WA 98501PHONE: 360.890.4806CONTACT: ERIK AINSWORTHEMAIL: erik@thelanddeveloper.comARCHITECTROSS DECKMAN & ASSOCIATES, INC.207 4TH AVE. S.E.PUYALLUP, WA. 98372PHONE: 253.840.9405CONTACT: BILL BOWDISHEMAIL: bill@rdarchitect.comDEFERRED 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. ENGINEERED ROOF TRUSS SHOP DRAWINGSPARKING STATISTICSDESCRIPTIONTYPESPACEPROVIDEDHANDICAPH 1STANDARDS 57VANV 159STRUCTURES ON SITESTRUCTURESFIRE SPRINKLERSOCCUPANCYCONSTRUCTION TYPEBUILDING TYPECOUNTEXISTING RESTAURANT BUILDING -- A-2, B -- 1-STORY 1STORAGE BUILDING N/A S-2 VB 1-STORY 1TOTAL:2ABBREVIATIONSMAT 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 MASONRY#DESC.DATEINSULATION 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) (2018 WA. STATE ENERGY CODE, 1st EDITION).02. ATTIC ACCESS DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO THESAME R-VALUE AS THE CEILING IN WHICH IT IS LOCATED (2018 WA. STATEENERGY CODE, 1st EDITION).03. THE FOLLOWING OPENINGS AND JOINTS ARE TO BE SEALED, CAULKED,GASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE:03.a EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, 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 OCCUPANCIES (2018 WA.STATE ENERGY CODE, 1st EDITION).04. 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. (2018 WA. STATE ENERGY CODE, 1st EDITION).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 SETTING (2018 WA. STATE ENERGY CODE, 1st EDITION).THE NOTES PROVIDED ON THIS SHEET, AND IN THIS SET OF CONSTRUCTION DOCUMENTS,IN NO WAY, EXCLUDES ADDITIONAL REQUIREMENTS PERTINENT TO THE APPROVAL BYTHE LOCAL JURISDICTION. THESE NOTES SERVE ONLY AS GUIDELINES FORREQUIREMENTS MOST SIGNIFICANT TO THIS CONSTRUCTION TYPE. THE CURRENTVERSIONS OF THE UNIFORM AND INTERNATIONAL CODES, LOCAL BUILDING CODES, THEICC/ANSI A117.1-2009, AND THE FEDERAL FAIR HOUSING ACT SHALL BE CONSULTED FORCOMPLETE REQUIREMENTS.GENERAL 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 2015 I.B.C., I.M.C., I.F.C., U.P.C.,N.E.C., AND ICC/ANSI A117.1-200903. 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.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. TRADES REQUIRING HOLES IN STRUCTURAL MEMBERS SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO CUTTING.19. 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.CODE ANALYSISCODE: 2018 IBC, 2009 ICC A117.1-2009OCCUPANCY: STORAGE, S-2 / BCONSTRUCTION TYPE: STORAGE BUILDING (NON-SPRINKLERED) VBBUILDING TYPE: 1 STORY (STORAGE)FIRE SPRINKLERS: N/ABASE ALLOWABLE AREA(APARTMENTS):13,500 S.F. (PER 2018 IBC TABLE 506.2)ALLOWABLE NUMBER OFSTORIES:2 STORIES (PER 2018 IBC TABLE 504.4)ALLOWABLE HEIGHT: 40 FT. (PER 2018 IBC, TABLE 504.3OCCUPANT LOADSROOM NAME CLASSIFICATION AREAAREA PERPERSONOCCUPANTSL1STORAGE GARAGE S-2 1,371 SF 300 SF 4.57OCCUPANTS4.57SITE AREAPROPERTYAREA AREA (SF)SITE AREA1.31 acres 57,180.73 SFBUILDING AREA (GROSS)BUILDING LEVELSGROSS AREASTORAGE BUILDING1,460 SFTOTAL AREA1,460 SFSITE
FUTURE KILLION RD.HWY 510 (YELM AVE.)STORAGE BUILDING36'-0" x 40'-0"EXISTING BUILDING(E) ENTRY LOCATION24'-0"10'-0"36'-0"40'-0"6'-7"S 36°26'51" W 279.50'N 53°33'9" W
172.36'S 36°22'35" W 302.02'S 53°30'7" W
195.55'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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:36 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA100OVERALL SITE PLANPRELIMARY AGENCYREVIEW01/18/2022TRUENORTH1" = 20'-0"OVERALL SITE PLANPARKING STATISTICSDESCRIPTIONTYPESPACEPROVIDEDHANDICAPH 1STANDARDS 57VANV 159KEYNOTES#DESCRIPTION#DESC.DATE
A2011A2013A201410'-0"x10'-0"OVERHEAD GARAGE DOOR10'-0"x14'-0"OVERHEAD GARAGE DOOR6'-0"12'-0"12'-0"6'-0"11'-0"10'-0"2'-0"10'-0"3'-0"3'-6"1'-6"1'-6"6"CONCRETE PAD7'-0"33'-0"1371 SFSTORAGEGARAGE40'-0"CONCRETE PAD6'-0"014.04.04.04.136'-0"0302A2002A2003A2004A2001CLR.18"CLR.12"6A30012A300CBCO.H.1'-6"36'-0"O.H.1'-6"O.H.1'-6"36'-0"O.H.1'-6"O.H.1'-6"40'-0"O.H.1'-6"43'-0"O.H.1'-6"40'-0"O.H.1'-6"43'-0"1 1/4" / 12"06 46 2939'-0"39'-0"07 71 23.H107 71 23.J106 46 306A30012A300J 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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:37 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA101OVERALL FLOOR & ROOF PLANPRELIMARY AGENCYREVIEW01/18/2022KEYNOTES#DESCRIPTION06 46 29 WOOD FASCIA06 46 30 WOOD BARGE BOARD07 71 23.H1 4" CONTINUOUS GUTTER07 71 23.J1 DOWNSPOUTFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.1/4" = 1'-0"1OVERALL FLOOR PLAN - STORAGE BLDG.1/4" = 1'-0"2OVERALL ROOF PLAN - STORAGE BLDG.#DESC.DATE
L10"T.O.P.-L1 STORAGE15'-0"0110 26 13.A226 56 0006 46 30ROOF MID-POINT18'-3"DL10"T.O.P.-L1 STORAGE15'-0"1 1/4" 12"19'-11"07 71 23.J107 71 23.H106 46 2906 46 3010 26 13.A2ROOF MID-POINT18'-3"12A300BCCL10"T.O.P.-L1 STORAGE15'-0"16'-0"06 46 3007 71 23.H107 71 23.J126 56 0010 26 13.A2ROOF MID-POINT18'-3"L10"T.O.P.-L1 STORAGE15'-0"1 1/4" 12"020306 46 2906 46 3007 71 23.H107 71 23.J110 26 13.A226 56 00ROOF MID-POINT18'-3"12A300AJ 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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:39 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA200EXTERIOR ELEVATIONSPRELIMARY AGENCYREVIEW01/18/2022KEYNOTES#DESCRIPTION06 46 29 WOOD FASCIA06 46 30 WOOD BARGE BOARD07 71 23.H1 4" CONTINUOUS GUTTER07 71 23.J1 DOWNSPOUT10 26 13.A2 CEMENTITIOUS CORNER TRIM26 56 00 EXTERIOR LIGHTING1/4" = 1'-0"3SIDE ELEVATION1/4" = 1'-0"2REAR ELEVATION1/4" = 1'-0"4SIDE ELEVATION1/4" = 1'-0"1FRONT ELEVATION#DESC.DATE
L10"T.O.P.-L1 STORAGE15'-0"1 1/4" 12"HORIZONTAL METAL SIDINGCOLOR PER OWNERROOF MID-POINT18'-3"L10"T.O.P.-L1 STORAGE15'-0"ROOF MID-POINT18'-3"JAMES HARDIECEMENTITIOUS HARDIE BOARDSIDING PER EXTERIOR ELEVATIONSHORIZONTAL METAL SIDINGCOLOR PER OWNERL10"T.O.P.-L1 STORAGE15'-0"HORIZONTAL METAL SIDINGCOLOR PER OWNERROOF MID-POINT18'-3"L10"T.O.P.-L1 STORAGE15'-0"1 1/4" 12"ROOF MID-POINT18'-3"JAMES HARDIECEMENTITIOUS HARDIE BOARDSIDING PER EXTERIOR ELEVATIONSHORIZONTAL METAL SIDINGCOLOR PER OWNERJ 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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:41 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA201EXTERIOR ELEVATIONS -COLOREDPRELIMARY AGENCYREVIEW01/18/2022KEYNOTES#DESCRIPTION1/4" = 1'-0"2REAR ELEVATION1/4" = 1'-0"3SIDE ELEVATION1/4" = 1'-0"4SIDE ELEVATION1/4" = 1'-0"1FRONT ELEVATION#DESC.DATE
L10"T.O.P.-L1 STORAGE15'-0"ROOF MID-POINT18'-3"DRAFTSTOP BLOCKING10'-0"A30010A30011A30084.04.0L10"T.O.P.-L1 STORAGE15'-0"ROOF MID-POINT18'-3"A60054.14.0A30010A6003INTERIOR FLOORGRADE4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A300SIDING PER ELEVATIONS-4" CONC. SLAB-6 MIL. VAPOR BARRIER-R-10 RIGID INSUL.-FREE-DRAINING MATERIAL(VERIFY w/ CITY FOR DEPTH)DRAIN SYSTEM PER CIVILDRAWINGSVERIFY W/ CITY GUIDELINES2'-0" FROST DEPTH8"1"PAINTED METAL FLASHING w/END DAM & HEMMED EDGE.4.11-HOUR RATEDEXTERIOR WALLASSEMBLY -SHEET A3004.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A3009.0ROOF / CEILINGASSEMBLY -SEESHEET A3002X BLOCKINGBARGE FIBER CEMENT FASCIAO/ (1) P.T.BLOCKINGMETAL FLASHINGCOR-A-VENT INSECT SCREEN1-HR. RATED WALL ASSEMBLY (EXTERIOR, FIRE-SIDE AT INTERIOR)4.1CALCULATED FIRE RESISTANCE PER IBC SECTION 722.6.2.3, TABLE 722.6.2(1) & TABLE 722.6.2(2)1. EXTERIOR FINISH:SIIDNG PER EXTERIOR ELEVATIONS2. BASE LAYER:5/8" TYPE X GYPSUM WALLBOARD.3. EXTERIOR SHEATHING: 7/16" MIN. WOOD STRUCTURAL PANEL W/ EXTERIOR GLUE.4. FRAMING:2x6 WOOD STUDS AT 16" O.C. STUD CAVITY FILLED W/ GLASS FIBER INSULATION.(20 MIN. + 15 MIN.)5. INTERIOR FINISH:5/8" TYPE X GYPSUM WALLBOARD (40 MIN.)EXTERIORINTERIORECJELANON-RATED WALL ASSEMBLY4.01. EXTERIOR FINISH:SIDING PER EXTERIOR ELEVATIONS2. EXTERIOR SHEATHING: 7/16" MIN. WOOD STRUCTURAL PANEL W/ EXTERIOR GLUE.3. FRAMING:2x6 WOOD STUDS AT 16" O.C. STUD CAVITY FILLED W/ GLASS FIBER INSULATION.4. INTERIOR FINISH:5/8" TYPE X GYPSUM WALLBOARDEXTERIORINTERIORLCJEA9.0-CLASS 'A' COMPOSITION SHINGLES-15# BUILDING PAPER-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)EXTERIORPER 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 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.NON-RATED ROOF/CEILING ASSEMBLY (ROOF)INTERIOR9.0ROOF / CEILINGASSEMBLY -SEESHEET A3004.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A3002X BLOCKINGBARGE FIBER CEMENT FASCIAO/ (1) P.T.BLOCKINGCONTINUOUS ALUMINUMGUTTERMETAL FLASHINGCOR-A-VENT INSECT SCREENA30075/4 X 8 FASCIA TRIMCONTINUOUS ALUMINUMGUTTERCONTINUOUS GALV.ALUMINUM FLASHING7/16" A.P.A. RATED ROOFSHEATHINGCLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPER2X PRE-MANUFACTUREDTRUSSES AT 24" O.C.2X BLOCKINGJ 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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:44 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA300BUILDING SECTIONSPRELIMARY AGENCYREVIEW01/18/20221/4" = 1'-0"6BUILDING SECTION1/4" = 1'-0"12BUILDING SECTION1" = 1'-0"10EXTERIOR WALL AT FOOTING - GRADE#DESC.DATE1" = 1'-0"11EXTERIOR WALL AT EAVE(4.1) RATED ASSEMBLY(4.0) NON-RATED ASSEMBLY(9.0) NON-RATED ASSEMBLYMATERIAL SCHEDULEID. DESCRIPTIONAluminum 6061A SIDING PER EXTERIOR ELEVATIONSC 7/16" EXTERIOR GRADE PLYWOOD SHEATHINGE 5/8" THK TYPE 'X' GYPSUM WALL BOARDJ 2x6 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER.L RAINSCREEN FURRING STRIPS1" = 1'-0"8EXTERIOR WALL AT OVERHANG3" = 1'-0"7GUTTER
ASINGLE FLUSHGROLL-UP GARAGEPER SCHED.PER SCHED.O = FIXED PANE / X = OPERABLE / T = TEMPERED1A6002A600PER SCHED.PER SCHED.1 3/4"3 7/16" 1 3/4"2X8 HEADERS -PERSTRUCTURALSHEATHING PER STRUCTURALPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.CONT. BEAD OF SEALANTHOLLOW METAL DOOR HEADH.M. DOOR -SEE DOORSCHEDULE -PAINT2"3/4"4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A3001 3/4"3 7/16"1 3/4"3/4"2"4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A3002X CRIPPLEVINYL 'J' TRIMSEALANT AND BACKER RODHOLLOW METAL DOOR JAMBH.M. DOOR -SEE DOORSCHEDULE -PAINTHEADER -PER STRUCTURALMANUFACTURED METALWINDOWMETAL EDGE BEADCONT. BEAD OF SEALANTPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.SEALANT AND BACKER RODCOR-A-VENT INSECT SCREEN4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A3002X CRIPPLECONT. BEAD OF SEALANT5/8" TYPE 'X' GYPSUM BOARDMETAL EDGE BEADPRE-FINISHED WOOD SILLMANUFACTURED METALWINDOW6"6"x3/4" WOOD SILLDBL. SILL PLATE4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A300COR-A-VENT INSECT SCREENVINYL 'J' TRIM1 3/4" PREFINISHED WINDOWTRIMSELF FLASHING WINDOW SILLSCHED.PERSCHED.PERAFIXEDBFIXEDCFIXEDDFIXEDSCHED.PERSCHED.PERSCHED.PERPER SCHED.SCHED.PERSCHED.PERO = FIXED PANE / X = OPERABLE / T = TEMPERED3A6004A6005A600SCHEDPERPER SCHED.PER SCHED.PER SCHED.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+-APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt1/18/2022 9:56:46 AMFARRELLI'S PIZZA -SOTRAGE BUILDING813 YELM AVE WYELM, WASHINGTON, 98327212101/18/2022bmA600DOOR / WINDOW SCHEDULEPRELIMARY AGENCYREVIEW01/18/2022DOOR SCHEDULELOCATION TYPE MARK TYPE THICKNESS WIDTH HEIGHT FIRE RATING FRAME TYPE CORE TYPE DOOR NOTESGARAGE ENTRY 01 A 1 3/4" 3'-0" 7'-0" NR MTL. H.C. 1,19,20,24GARAGE DOOR 02 G 1 1/2" 10'-0" 10'-0" NR -- -- 10'-0"x10'-0"OVERHEAD GARAGE DOORGARAGE DOOR 03 G 1 1/2" 10'-0" 14'-0" NR -- -- 10'-0"x14'-0"OVERHEAD GARAGE DOORDOOR LEGENDDOOR 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.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.K. LEVER HARDWARE SHALL BE USEDTHROUGHOUT.M. ALL EXTERIOR HOLLOW METAL DOORS WITHINTEGRAL EXTERIOR NAIL FLANGE FORINTEGRATION WITH WRB.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 SILL#DESC.DATEWINDOW SCHEDULETYPE MARK WINDOW TYPEWINDOW FRAMETYPECT. WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT FIRE RATING WINDOW NOTESA FIXED METAL 1 10'-0" 2'-0" 14'-0" 12'-0" NR TEMPERED GLASSB FIXED METAL 1 10'-0" 2'-0" 10'-0" 8'-0" NRC FIXED METAL 2 8'-0" 2'-0" 10'-0" 8'-0" NRD FIXED METAL 1 3'-0" 2'-6" 11'-0" 8'-6" NR TEMPERED GLASSWINDOW LEGEND