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2022-08-12 Farrellis Pizza Yelm - 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+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:48 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmG001COVER SHEETAGENCY REVIEW08/12/2022FARRELLI'S PIZZAYELM, WASHINGTONVICINITY MAPSHEET INDEXSHEET # SHEET NAME REV.#. REV. DATE1.GENERALG001 COVER SHEETG002 PROJECT STATISTICSG101 FIRE EXIT & LIFE SAFETY PLANS4.STRUCTURALS1.0 STRUCTURAL NOTESS1.1 SHEARWALL SCHEDULE & DETAILSS2.1 FOUNDATION PLANS2.2 ROOF FRAMING PLANS6.0 HOLDOWN SCHEDULE & FOUNDATION DETAILSS9.1 WOOD / ROOF FRAMING DETAILS5.ARCHITECTURALA100 OVERALL SITE PLANA101 OVERALL FLOOR PLAN - DEMOLITIONA102 OVERALL FLOOR PLAN - REMODELEDA103 OVERALL FLOOR PLAN - KITCHEN EQUIPMENTA112 OVERALL ROOF PLAN - REMODELEDA201 EXTERIOR ELEVATIONSA202 EXTERIOR ELEVATIONSA301 BUILDING SECTIONSA302 BUILDING SECTIONSA401 ENLARGED FLOOR PLANSA402 ENLARGED FLOOR PLANSA421 INTERIOR ELEVATIONS - RESTROOMSA501 DETAILSA502 DETAILSA600 DOOR / WINDOW SCHEDULEA701 REFLECTED CEILING PLANA801 LOW VOLTAGE PLANPROJECT INFORMATIONPROJECT SCOPE RESTAURANT ADDITION & T.I. IMPROVEMENTSPARCEL 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 1.35 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.comCIVIL 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: WILLIAM BOWDISHEMAIL: bill@rdarchitect.comSTRUCTURAL ENGINEERCT ENGINEERING INC.180 NICKERSON STREET, SUITE 302SEATTLE, WA 98109PHONE: 206.285.4512CONTACT: CRAIG ROBERTSEMAIL: croberts@ctengineering.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 DRAWINGS2. SMOKE AND FIRE PROTECTION SYSTEMS BY OTHERS3. PROPOSED PLUMBING AND MECHANICAL WORKS TO BE REVIEWED UNDERSEPARATE PERMIT.4. HVAC TO BE UNDER SEPARATE PERMIT.PARKING STATISTICSDESCRIPTIONTYPESPACEPROVIDEDHANDICAPH 1STANDARDS 59VANV 161STRUCTURES 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 MASONRYTHE 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, ANDTHE ICC/ANSI A117.1-2009 SHALL BE CONSULTED FOR COMPLETE REQUIREMENTS.CODE ANALYSISCODE: 2018 IBC, 2009 ICC A117.1-2009OCCUPANCY: RESTAURANT, A-2 / BCONSTRUCTION TYPE: RESTAURANT (NON-SPRINKLERED) VBBUILDING TYPE: 1 STORY (RESTAURANT)FIRE SPRINKLERS: N/ABASE ALLOWABLE AREA(RESTAURANT):6,000 S.F. (PER 2018 IBC TABLE 506.2)ALLOWABLE NUMBER OFSTORIES:1 STORIES (PER 2018 IBC TABLE 504.4)ALLOWABLE HEIGHT: 40 FT. (PER 2018 IBC, TABLE 504.3SITE AREAPROPERTYAREA AREA (SF)SITE AREA1.35 acres 58,643.12 SFSITE#DESC.DATE J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:50 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmG002PROJECT STATISTICSAGENCY REVIEW08/12/2022CODE ANALYSISCODE: 2018 IBC, 2009 ICC A117.1-2009OCCUPANCY: RESTAURANT, A-2 / BCONSTRUCTION TYPE: RESTAURANT (NON-SPRINKLERED) VBBUILDING TYPE: 1 STORY (RESTAURANT)FIRE SPRINKLERS: N/ABASE ALLOWABLE AREA(RESTAURANT):6,000 S.F. (PER 2018 IBC TABLE 506.2)ALLOWABLE NUMBER OFSTORIES:1 STORIES (PER 2018 IBC TABLE 504.4)ALLOWABLE HEIGHT: 40 FT. (PER 2018 IBC, TABLE 504.3ENERGY REQUIREMENTS - COMMERCIAL2018 WASHINGTON STATE ENERGY CODEANY EXTEROR WALL OR CEILING THAT IS EXPOSED DURINGCONSTRUCTION MUST BE BROUGHT UP TO CURRENT CODE, SEEBELOW FOR REFFERNCE.CLIMATE ZONE: 4CINSULATION REQUIREMENTSREQ. PERTABLE 402.1.3INSULATION ENTIRELY ABOVE DECKR-38ciATTIC AND OTHERR-49GLAZING U-FACTOR - VERTICAL(SEE TABLE C303.1.3(1) U=VARIESDOOR W/ GLAZING U-FACTOR (SEE TABLE A107.1(1) U=VARIESCEILINGR-49VAULTED CEILINGR-49WALLS ABOVE GRADE (STEEL FRAMING)R-13 + R-10ciMETAL BUILDINGR-19ci ORR-13+13ciMASSR-9.5ciWALL ABOVE GRADE (WOOD FRAME AND OTHERS) R-21int orR-15+ci stdFLOORR-30ciSLAB ON GRADER-10, 2F.T.BUILDING AREA (GROSS)AREA NAMESGROSS AREACOVERED ADDITION868 SFEXISTING RESTAURANT3,062 SFINDOOR ADDITION648 SFOUTDOOR PATIO625 SFTOTAL AREA5,203 SFGENERAL 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 2018 I.E.B.C., 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. TRADES REQUIRING HOLES IN STRUCTURAL MEMBERS SHALL CONTACTSTRUCTURAL ENGINEER PRIOR TO CUTTING.14. WHERE RECESSED CABINETS (FIRE EXTINGUISHERS, ETC.) OCCUR IN FIRERATED WALLS, LINE OPENING WITH 5/8" TYPE 'X' GWB, INCLUDING SURFACEBEHIND CABINET, BLOCK AROUND.15. 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.16. ILLUMINATED EXIT SIGNS ARE REQUIRED AT ALL ENCLOSED EXIT DOORSTHROUGHOUT THE APARTMENT COMPLEX, SERVING AN OCCUPANT LOAD OFMORE THAN TEN. EXIT SIGNS SHALL COMPLY WITH THE 2018 IBC SECTION 1013.TACTILE EXIT SIGNAGE01. PER ICC/ANSI A117.1-2009 SECTION 703.3.10. TACTILE CHARACTERS SHALLCOMPLY WITH SECTION 703.3, AND SHALL BE DUPLICATED IN BRAILLECOMPLYING WITH SECTION 703.4.4. TACTILE SIGNS ARE TO BE MOUNTED SOTHAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORE THAN 60" ABOVETHE FLOOR SURFACE.02. PER ICC/ANSI A117.1-2009 SECTION AND FIGURE 703.3.11. WHERE A TACTILESIGN IS MOUNTED NEXT TO A DOOR, IT SHALL BE PLACED TO THE LATCH SIDEOF THE DOOR WHENEVER POSSIBLE. WHERE A TACTILE SIGN IS PROVIDED AT ADOUBLE DOOR WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THEINACTIVE LEAF. WHERE A SIGN IS PROVIDED AT DOUBLE DOORS WITH TWOACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT HAND DOOR.IF THERE IS NO WALL SPACE TO THE RIGHT, SIGNS SHALL BE PLACED ON THENEAREST ADJACENT WALL. EXCEPTION: DOOR MOUNTED SIGNS SHALL BEPERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLDOPEN DEVICES.03. PER ICC/ANSI A117.1-2009 SECTION 703.3.12. CHARACTERS AND THEBACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALLCONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON ADARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND.EXCEPTION: WHERE SEPERATE RAISED CHARACTERS AND VISUALCHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISEDCHARACTERS ARE NOT REQUIRED TO HAVE NONGLARE FINISH OR TOCONTRAST WITH THEIR BACKGROUND.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, ANDTHE ICC/ANSI A117.1-2009 SHALL BE CONSULTED FOR COMPLETE REQUIREMENTS.BUILDING SPACES - EXISTINGROOM NAMESRM. # NET AREAL1VESTIBULEE101 29 SFWAITINGE102 165 SFDININGE103 213 SFWAITER SERVICE E104 85 SFKITCHENE105 1,115 SFKITCHEN RESTROOM E106 37 SFHALLWAYE107 159 SFWOMEN'S RESTROOM E108 166 SFMEN'S RESTROOM E109 127 SFDININGE110 274 SFDININGE111 442 SF2,811 SFBUILDING SPACES - NEW CONSTRUCTIONROOM NAMESRM # NET AREAL1VESTIBULE101 29 SFWAITING102 153 SFRECEPTION103 92 SFBAR104 167 SFFAMILY DINING105 760 SFOVERFLOW DINING 106 839 SFKITCHEN107 1,013 SFHALLWAY108 194 SFWOMEN'S RESTROOM 109 166 SFMEN'S RESTROOM 110 127 SFOFFICE111 38 SFFAMILY DINING112 232 SFFAMILY DINING113 442 SFOUTDOOR DINING PATIO 114 588 SF4,839 SFINSULATION 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 ROOFS04. 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(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).OCCUPANT LOADS - COMMON SPACESROOM NAME CLASS. AREAAREA PERPERSONOCCUPANTSOCCUPANTS(ROUND UP)L1FAMILYDININGA-2 229 SF 15 SF 15.26 16FAMILYDININGA-2 438 SF 15 SF 29.23 30OUTDOORDINING PATIOA-2 572 SF 15 SF 38.17 39FAMILYDININGA-2 753 SF 15 SF 50.23 51OVERFLOWDININGA-2 822 SF 15 SF 54.78 55OFFICE B 36 SF 200 SF 0.18 1RECEPTION B 90 SF 200 SF 0.45 1WAITING B 151 SF 200 SF 0.75 1BAR B 164 SF 200 SF 0.82 1KITCHEN B 997 SF 200 SF 4.98 5OCCUPANTS194.85 200EXISTING BUILDING AREA (GROSS)AREA NAMESGROSS AREAEXISTING RESTAURANT3,062 SFTOTAL AREA3,062 SF#DESC.DATE SDCDEXITEXITEXITEXITEXITEXITEXITEXITEXITFEFEFEFEFEFEEXIT SIGN AND EXIT PATH LIGHTINGSMOKE DETECTORCARBON-MONOXIDE DETECTORROOM SIGNAGE DIRECTION OF TRAVELPATH OF EGRESSFIRE EXIT LEGENDTOTAL DISTANCETDFEFIRE EXTINGUISHEREXIT24'-6"+/- 56'-6" EXISTING12'-4"9'-8"9'-4"VERIFY IN FIELD+/- 32'-10 1/2"16'-9 1/4"15'-3 1/2"16'-0 3/4" 4'-0" 12'-4"93'-4"9'-6"27'-6"19'-0"37'-6"81'-0"16'-4"TD=45'-8"TD=29'-8"TD=36'-2"438 SF29 Occ.FAMILY DINING15 SFA-2753 SF50 Occ.FAMILY DINING15 SFA-2822 SF55 Occ.OVERFLOW DINING15 SFA-2997 SF5 Occ.KITCHEN200 SFB90 SF0 Occ.RECEPTION200 SFB164 SF1 Occ.BAR200 SFB151 SF1 Occ.WAITING200 SFBOCCUPANCY CLASSA-2B37'-0"19'-6"56'-6"56'-6"7'-0"572 SF38 Occ.OUTDOOR DININGPATIO15 SFA-2TD=34'-8"TD=29'-8"TD=13'-5"TD=21'-10"TD=45'-0"TD=28'-5"TD=23'-1"TD=26'-5"TD=25'-3"TD=31'-9"TD=31'-1"TD=38'-5"TD=16'-5"TD=48'-6"TD=21'-8"TD=24'-10"TD=31'-4"TD=24'-5"J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:54 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmG101FIRE EXIT & LIFE SAFETY PLANSAGENCY REVIEW08/12/2022FIRE PROTECTION REQUIREMENTS01. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUTSTORIES CONTAINING GROUP A-2 OCCUPANCIES AND THROUGHOUT ALLSTORIES FROM THE GROUP A-2 OCCUPANCY TO AND INCLUDING THE LEVELSOF EXIT DISCHARGE SERVING THAT OCCUPANCY WHEN THE FIRE AREA HAS ANOCCUPANT LOAD OF 100 OR MORE. (2018 IBC, SEC. 903.2.1.2)FIRE ALARM REQUIREMENTS01. SPRINKLER SYSTEMS MONITORING AND ALARMS: ALL VALVES CONTROLLINGTHE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS,WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES ANDWATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BEELECTRICALLY SUPERVISED. (2018 IBC SEC. 903.4)02. ALARM: A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANTNOTIFICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5 SHALL BEINSTALLED IN GROUP A OCCUPANCIES WHERE THE GROUP A OCCUPANT LOADIS MORE THAN 100 PERSONS ABOVE OR BELOW THE LOWEST LEVEL OF EXITDISCHARGE. GROUP A OCCUPANCEIS NOT SEPARATED FROM ONE ANOTHER INACCORDANCE WITH SECTION 707.3.10 SHALL BE CONSIDERED AS A SINGLEOCCUPANCY FOR THE PURPOSES OF APPLYING THIS SECTION. (2018 IBC SEC.907.2.1)03. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLICAREAS AND COMMON AREAS. (2018 IBC 907.5.2.3.1)04. THE FIRE ALARM CONTROL PANEL IS TO BE FULLY ADDRESSABLE.05. ALL INITIATING DEVICES ARE TO BE ADDRESSABLE WITH INDIVIDUALADDRESSES FOR EACH DEVICE.06. ALL VALVES ARE TO BE ADDRESSABLE AND MONITORED BY THE FACP.07. A MANUAL PULL STATION IS REQUIRED AT THE FACP08. A SMOKE DETECTOR IS REQUIRED TO BE MOUNTED OVER THE FACP.FIRE EXIT NOTES01. INSTALL EXIT SIGNS 40'-0" O.C. MINIMUM02. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (IBC 2018 SEC. 1008.1)03. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN90-MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION SHALLBE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. (IBC 2018SEC. 1008.3)04. INSTALL EMERGENCY LIGHTING AT 50'-0" O.C. MINIMUM05. FIRE EXTINGUISHERS ARE REQUIRED TO BE LOCATED SO THAT A TRAVELDISTANCE OF NOT MORE THAN 75 FEET IS REQUIRED FROM ANY PORTION OFTHE BUILDING TO A FIRE EXTINGUISHER. TRAVEL TANGENTS. THE WORDING INTHE CODE IS THE TRAVEL DISTANCE IS TO BE MEASURED ON THE NORMAL ANDUNOBSTRUCTED PATH OF TRAVEL.06. TACTILE SIGN STATING EXIT IN RAISED CHARACTERS AND BRAILLE ANDCOMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOORLEADING TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED RESCUE,AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGE, AND THE EXITDISCHARGE. (IBC 2018 SEC. 1013.4)07. TACTILE CHARACTERS SHALL COMPLY WITH SECTION 703.3, AND SHALL BEDUPLICATED IN BRAILLE COMPLYING WITH SECTION 703.4. TACTILE SIGNS ARETO BE MOUNTED SO THAT THE CHARACTERS ARE NOT LESS THAN 48" OR MORETHAN 60" ABOVE THE FLOOR SURFACE. (ICC A117.1, SECTION 703.3.10.)08. WHERE A TACTILE SIGN IS MOUNTED NEXT TO A DOOR, IT SHALL BE PLACED TOTHE LATCH SIDE OF THE DOOR WHENEVER POSSIBLE. WHERE A TACTILE SIGNIS PROVIDED AT A DOUBLE DOOR WITH ONE ACTIVE LEAF, THE SIGN SHALL BELOCATED ON THE INACTIVE LEAF. WHERE A SIGN IS PROVIDED AT DOUBLEDOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THERIGHT HAND DOOR. IF THERE IS NO WALL SPACE TO THE RIGHT, SIGNS SHALLBE PLACED ON THE NEAREST ADJACENT WALL. EXCEPTION: DOOR MOUNTEDSIGNS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS ANDWITHOUT HOLD OPEN DEVICES. (ICC A117.1, SECTION AND FIGURE 703.3.11.)OCCUPANT LOADS - COMMON SPACESROOM NAME CLASS. AREAAREA PERPERSONOCCUPANTSOCCUPANTS(ROUND UP)L1FAMILYDININGA-2 229 SF 15 SF 15.26 16FAMILYDININGA-2 438 SF 15 SF 29.23 30OUTDOORDINING PATIOA-2 572 SF 15 SF 38.17 39FAMILYDININGA-2 753 SF 15 SF 50.23 51OVERFLOWDININGA-2 822 SF 15 SF 54.78 55OFFICE B 36 SF 200 SF 0.18 1RECEPTION B 90 SF 200 SF 0.45 1WAITING B 151 SF 200 SF 0.75 1BAR B 164 SF 200 SF 0.82 1KITCHEN B 997 SF 200 SF 4.98 5OCCUPANTS194.85 2000'2'-0"4'-0"8'-0"16'-0"NORTH3/16" = 1'-0"FIRE EXIT & LIFE SAFETY PLAN - L1#DESC.DATE S T R U C T U R A L N 0 T E S STRUCTURAL DRAWING SHEET INDEX 01000: GENERAL REQUIREMENTS 01700: EXECUTION REQUIREMENTS 0) 0 cc SHEET DESCRIPTION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY DISCREPANCY INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL `ado a Z 06101: STRUCTURAL FINGER JOINTED LUMBER S1.0 STRUCTURAL NOTES FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND CODES. 03900: CONTROL OF CRACKS IN CONCRETE STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED S1.1 SHEARWALL SCHEDULE AND DETAILS ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT THE UNDER NORMAL CONDITIONS AND FOR CONVENTIONAL BUILDINGS REINFORCED CONCRETE INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. S6.0 HOLDOWN SCHEDULE AND FOUNDATION DETAILS DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF THE DISCREPANCY 01731: CUTTING AND PATCHING CAN DEVELOPS CRACKS DUE TO INHERENT SHRINKAGE OF CONCRETE, CREEP, AND THE STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER "PRODUCT S9.1 WOOD/ROOF FRAMING DETAILS SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO ARCHITECTURAL PLANS FOR SPECIAL PROCEDURES FOR CUTTING AND PATCHING SHALL BE VERIFIED WITH THE RESTRAINING EFFECTS. STANDARD COMMITTEE STANDARD PS 20-99". LUMBER CLASSIFIED AS STUD S2.1 FOUNDATION PLAN OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS NOT SHOWN. CONSULT ENGINEER OF RECORD PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE o USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED S2.2 ROOF FRAMING PLAN MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. RESPONSIBLE TO COORDINATE ALL TRADES SUCH THAT WORK COMPLIES WITH THE CRACKS FORMED ARE NORMALLY COSMETIC. CONCRETE MAINTAINS SERVICEABILITY AND EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. co o SPECIAL PROCEDURES. THE CONTRACTOR SHALL MAKE AN ALLOWANCE FOR ALL CUTTING STRENGTH REQUIREMENTS. MOST CRACKS DEVELOP WITHIN TWO YEARS OF CONCRETE U O THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY AND PATCHING. PLACEMENT. CRACKS IN EXCESS OF .01 INCH MAY REQUIRE PRESSURE INJECTION EPDXY 06102: FRAMING NOTES CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. REPAIR. FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY 02000: SITE CONSTRUCTION 03930: CONCRETE REHABILITATION DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE OR EQUIVALENT SUPPORTED. ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING CONTRACTOR SHALL MAKE AN ALLOWANCE TO PROVIDE FOR CONCRETE REHABILITATION HARDWARE. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE FASTENING SCHEDULE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT (SEE SECTION INCLUDING, BUT NOT LIMITED TO, CONCRETE SACKING, PATCHING, REPAIR, SEALING, AND STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, 01300) AND IN SUBSEQUENT DIRECTIVES. CRACK INJECTION. INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION NOTE: STRUCTURAL SHEARWALLS SHOWN ON THESE PLANS WILL REQUIRE ADDITIONAL FASTENERS. SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. TYPICAL NAILING NOT SHOWN o UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-424-5555. 02260: EXCAVATION SUPPORT AND PROTECTION PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE TABLE 2304.10.1 OR TO THE FASTENING SCHEDULE ON THIS SHEET. CONNECTION FASTENING (a) LOCATION 01100: CODE REQUIREMENTS MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER -EXCAVATED 05000: STRUCTURAL STEEL ROOF ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS CODE AND CITY AMENDMENTS AS ADOPTED BY LOCAL JURISDICTION. RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC FOLLOWS: 1. BLOCKING BETWEEN CEILING JOISTS, (3) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS 360-05 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". MATERIALS SHALL BE IN NAIL SIZE DIAMETER LENGTH RAFTERS OR TRUSSES TO TOP PLATE OR (3) 3" X 0.131" NAILS OR OTHER FRAMING BELOW SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. ACCORDANCE WITH THE FOLLOWING: UNO: 8d 0.131" 2.5" v 01200: DESIGN LOADS BLOCKING BETWEEN RAFTERS OR (2) 8d COMMON (2 1/2" X 0.131") EACH END, TOENAIL LIVE LOADS INSTALLATION OF CONSTRUCTION SHORING , IF REQUIRED, SHALL BE PER THE SHORING - STRUCTURAL HSS ASTM A500 GRADE B FY = 46 KSI 10d 0.148" 3.0" 12d 0.148" 3.25" TRUSSES NOT AT THE WALL TOP (2) 3" X 0.131" NAILS PLATE, TO RAFTER OR TRUSS ROOF DRAWINGS, NOTES, AND SPECIFICATIONS. PLATE MATERIAL ASTM A-36 F 36 KSI y = » 16d 0.162 3.5 SNOW 25 PSF UNIFORM WELDING ELECTRODES E70-18 CVN 20 FT LBS ® 20 ,40 FT LBS ® 70 BLOCKING BETWEEN RAFTERS OR (2) 16d COMMON (3 1/2" X 0.162") EACH END 02300: BACKFILL AND COMPACTION ANCHOR RODS ASTM F1554 GRADE 36 TRUSSES NOT AT THE WALL TOP (3) 3" X 0.131" NAILS WIND DESIGN DATA BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY WOOD CONNECTION BOLTS ASTM A-307 GRADE A UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT PLATE, TO RAFTER OR TRUSS BASIC WIND SPEED 110 MPH (LRFD) (3 SECOND GUST) DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PLATE WASHERS ASTM A-307 SILL PLATES SHALL BE 1/2 INCH DIAMETER WITH 7 INCHES MINIMUM EMBEDMENT INTO WIND IMPORTANCE FACTOR IW = 1.0 PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (3 1/2" X 0.162") AT 6"OC FACE NAIL WIND EXPOSURE EXPOSURE B CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. ALL WELDING SHALL CONFORM TO THE AWS D1-4 "STRUCTURAL WELDING CODE". ALL MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 FILLER 3" X 0.131" NAILS ®6"oC TOPOGRAPHIC FACTOR KT = 1.0 WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING OFFICIALS INCHES NOR LESS THAN 4.5 INCHES FROM EACH END OF THE PIECE. A GALVANIZED 2. CEILING JOISTS TO TOP PLATE (3) 8d COMMON (2 1/2" X 0.131"); EACH JOIST, TOENAIL INTERNAL PRESSURE COEFFICIENT GCPI = +/- 0.18 02832: SEGMENTAL RETAINING WALLS (WABO) AND AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS. ALL COMPLETE 3"X3"X1/4" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (COUNTERSUNK OR (3) 3" X 0.131" NAILS COMPONENT & CLADDING P(C) = 40 PSF (LRFD) SEGMENTAL RETAINING WALLS AND MECHANICALLY STABILIZED EARTH (MSE) RETAINING PENETRATION (CP) WELDS SHALL BE ULTRASONICALLY TESTED. ALL FILLET WELDS SHALL PLATE WASHERS SHALL NOT BE ALLOWED). 3. CEILING JOIST NOT ATTACHED TO (3) 16d COMMON (3 1/2" X 0.162"); FACE NAIL WIND PRESSURE EARTHQUAKE DESIGN DATA WALLS SHALL BE DESIGNED BY OTHERS. BE VISUALLY INSPECTED. PARALLEL RAFTER, LAPS OVER OR (4) 3" X 0.131" NAILS SEISMIC IMPORTANCE FACTOR IE = 1.0 03000: CONCRETE STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIPPED 06103: JOIST AND BEAM HANGERS PARTITIONS (NO THRUST) (SEE SECTION 2308.7.3.1, RICK CATEGORY II CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A-123. ALL FIELD WELDS JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY TABLE 2308.7.3.1) SPECTRAL RESPONSE ACCELERATIONS Ss = 1.283 S1 = 0.463 STANDARD ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT SIMPSON STRONG -TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY SITE CLASS SITE CLASS D DEFAULT COMPLYING WITH ASTM A-780. 4. CEILING JOIST ATTACHED TO PER TABLE 2308.7.3.1 FACE NAIL SPECTRAL RESPONSE COEFFICIENTS SDS = 1.026 ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER PARALLEL RAFTER (HEEL JOINT) SEISMIC DESIGN CATEGORY D CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE MANUFACTURERS' SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE (SEE SECTION 2308.7.3.1, BASIC FORCE RESISTING SYSTEM APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-14 SECTION PER PLANS OR DETAILS: TABLE 2308.7.3.1) WOOD LEVELS BEARING WALL SYSTEM 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING 06071: PRESERVATIVE TREATED WOOD PRODUCTS RESPONSE MODIFICATION FACTOR R = 6.5 ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOOD THAT FORMS THE MEMBER SIZE HANGER 5. COLLAR TIE TO RAFTER (3) 10d COMMON (3" X 0.148"); FACE NAIL ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE ION SHALL NOT BE USED. STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT SAWN LUMBER "U" SERIES TO MATCH LUMBER SIZE OR (4) 3" X 0.131" NAILS BUILDING APPURTENANCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE 3.125" WIDE GLULAM BEAM GLT3 6. RAFTER OR ROOF TRUSS TO TOP (3) 10d COMMON (3" X 0.148"); TOENAIL THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT 5.125" WIDE GLULAM BEAM GLT5 PLATE (SEE SECTION 2308.7.5, OR (4) 3" X 0.131" FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. TABLE 2308.7.5) CONFORMANCE TO IBC SECTIONS 1904 AND 1905. 6.75" WIDE GLULAM BEAM GLT7 01300: GEOTECHNICAL INFORMATION ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR 8.75" WIDE GLULAM BEAM HGLT9 7. ROOF RAFTERS TO RIDGE VALLEY (2) 16d COMMON (3 1/2" X 0.162"); END NAIL ALL FOUNDATIONS SHALL BE FOUNDED ON COMPETENT NATIVE MATERIAL OR BY OTHER CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. MANUFACTURED WOOD "I" JOIST "IUS" SERIES TO MATCH "I" JOIST SIZE OR HIP RAFTERS; OR ROOF RAFTER OR (3) 3" X 0.131" NAILS MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEER. 1.75" WIDE PSL OR LVL BEAM "LBV" TO MATCH DEPTH TO 2 -INCH RIDGE BEAM THE FOUNDATION HAS BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 28 DAY MAX. MAX. AIR SPECIAL LOCATION POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A 2.69" WIDE PSL BEAM "LBV" SERIES TO MATCH DEPTH ROOF RAFTERS TO RIDGE VALLEY (3) 10d COMMON (3 1/2" X 0.148"); TOENAIL 1,500 PSF. THE ALLOWABLE SOIL BEARING PRESSURE AND ALL FOUNDATION STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; 3.5" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH OR HIP RAFTERS; OR ROOF RAFTER OR (4) 3" X 0.131" NAILS INSTALLATIONS SHALL BE SUBJECT TO APPROVAL OF THE LOCAL INSPECTOR OR f'c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION 5.25" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH TO 2 -INCH RIDGE BEAM GEOTECHNICAL ENGINEER. 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 7" WIDE PSL BEAM "HGLTV" SERIES TO MATCH DEPTH 2500 0.45 4f1 Oft NO FOOTINGS ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE WALL 3000 0.45 4±1 5±1 NO FOUNDATION WALLS BARRIER. 06104: SHRINKAGE OF WOOD FRAMING 8. STUD To STUD 16d COMMON (3 1/2" X 0.162"); 24"OC FACE NAIL 3000 0.45 4±1 5±1 NO SLAB ON GRADE SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO (NOT AT BRACED WALL PANELS) 3" X 0.131" NAILS 16"OC FACE NAIL 2500 0.45 5±1 0±1 NO ALL OTHER CONCRETE 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 9. STUD TO STUD AND ABUTTING STUDS 16d COMMON (3 1/2" X 0.162"); 16"OC FACE NAIL CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN TO ACCOMMODATE 1/4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED AT INTERSECTING WALL CORNERS OR 3" X 0.131" NAILS 12"OC FACE NAIL SPECIFIED BY THE ARCHITECT. IMPERVIOUS MOISTURE BARRIER. LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO (AT BRACED WALL PANELS) APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. 10. BUILT-UP HEADER (2" TO 2" HEADER) 16d COMMON (3 1/2" X 0.162"); 16"OC EACH EDGE, 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN FACE NAIL 03100: REINFORCING STEEL IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 06160: WOOD SHEATHING 11. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 1/2" X 0.131") TOENAIL 318-14. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE CONCRETE OR MASONRY WALLS BELOW GRADE. AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C -D INT APA WITH 12. TOP PLATE To TOP PLATE 16d COMMON (3 1/2" X 0.162") 16"OC FACE NAIL ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. OR 3" X 0.131" NAILS 12"OC FACE NAIL ASTM A-615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGER PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS 13. TOP PLATE To TOP PLATE, (8) 16d COMMON (3 1/2" X 0.162") EACH SIDE OF END JOINT, ASTM A-185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. NOTED OTHERWISE PER PLAN: AT END JOINTS OR (12) 3" X 0.131" NAILS FACE NAIL (MINIMUM 24" EDGE FIELD LAP SPLICE LENGTH EACH 01330: SHOP DRAWING SUBMITTAL PROCESSNAILS REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR ALL FASTENERS (NAILS, BOLTS, ANCHOR BOLTS, PLATES, HANGERS, ETC.) IN CONTACT NAILS SIDE OF END JOINT) SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED ROOF: 7/16 24/16 O.S.B. W/EDGE CLIPS 8d AT 6 8d AT 12 14. BOTTOM PLATE To JOIST, RIM JOIST, COMMON (3 1/2" X 0.162") 16"OC FACE NAIL FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED SCHEDULE ON SHEET S6.1. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS PER ASTM A 153 OR STAINLESS STEEL. SHEARWALL: 7 16" APA RATED 24 16 EXPOSURE 1 OSB SEE SCHEDULE SHEET S1.1 / / OR BAND JOIST OR BLOCKING OR 3" X 0.131" NAILS 12"OC FACE NAIL DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OFA IN SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. (NOT AT BRACED WALL PANELS) LICENSED WASHINGTON STATE ENGINEER SHALL WITH SUBMITTED ALONG WITH THE SHOP PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE TREATED ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN DRAWINGS TO THE APPROPRIATE JURISDICTION FOR APPROVAL PRIOR FABRICATION. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: WOOD ARE PERMITTED FOR AN INTERIOR, DRY ENVIRONMENT. PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE 15. BOTTOM PLATE To JOIST, RIM JOIST, (2) 16d COMMON (3 1/2" X 0.162"); 16"OC FACE NAIL PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BAND JOIST OR BLOCKING OR (4) 3" X 0.131" NAILS SHOP DRAWINGS SHALL BE REQUIRED FOR GLUED LAMINATED BEAMS, MANUFACTURED CONCRETE CAST AGAINST EARTH BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE AT BRACED WALL PANELS WOOD BEAMS, PREFABRICATED WOOD TRUSSES, TIMBER TRUSSES, AND STRUCTURAL ALL BAR SIZES 3'> BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE 16. STUD TO TOP OR BOTTOM PLATE (4) 8d COMMON (2 1/2" X 0.131"); TOENAIL INSULATED PANELS. FORMED SURFACE EXPOSED TO EARTH OR WEATHER OR (4) 3" X 0.131" NAILS #6 AND LARGER 2" 06100: ROUGH FRAMING (IBC 2303.1.1) CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE » AND SMALLER 1 1/2 SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) 06176: METAL PLATE CONNECTED WOOD TRUSSES STUD TO TOP OR BOTTOM PLATE (2) 16d COMMON (3 1/2" X 0.162"); END NAIL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR THE #5 GRADING AND DRESSING RULES NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S OR (3) 3" X 0.131" NAILS PREFABRICATED PLATED WOOD TRUSSES, TIMBER TRUSSES, AND STRUCTURAL INSULATED CONCRETE NOT EXPOSED TO EARTH OR WEATHER PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND PANELS. WALLS AND JOISTS AND SURFACED DRIED 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER � SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI/TPI 1-2014 NATIONAL DESIGN 17. TOP OR BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2" X 0.162"); END NAIL #11 BARS AND SMALLER 3/4�� FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) AND IBC SECTION OR (3) 3" x 0.131" NAILS BEAMS, COLUMNS WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE PRIMARY REINFORCEMENT 1 1/2" CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON 18. TOP PLATES, LAPS AT CORNERS 1COMMON (3 1/2" X 0.162") FACE NAIL AND INTI=RSECITONS OR OR (3)) 3" X 0.131" NAILS 01400: SPECIAL INSPECTIONS TIES STIRRUPS AND SPIRALS 1 1/2" SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS THE PLANS LOADS PER SECTION 01200 AND THE FOLLOWING: THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED BY U.N.O. PER PLAN/SCHEDULE: ROOF 19. 1" BRACE TO EACH STUD AND PLATE (2) 8d COMMON (2 1/2" X 0.131"); FACE NAIL THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS REQUIRED BY THE LOCAL REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE Fb Fv Fcp Fc E TOP CHORD LIVE LOAD SEE SECTION 01200 OR (2) 3" X 0.131" NAILS BUILDING DEPARTMENT, THE OWNER OR A REGISTERED DESIGN PROFESSIONAL IN PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) TOP CHORD DEAD LOAD 12 PSF RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE WALL STUDS/BLOCKING TOP CHORD DRAG LOAD PER PLAN ®DRAG TRUSS 20. 1" X 6" SHEATHING TO EACH BEARING (2) 8d COMMON (2 1/2" X 0.131") FACE NAIL SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR ITEMS NOTED N IBC SECTION 1704 I PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD. 2X, 3X HEM -FIR STUD 675 150 405 800 1.2E6 TOP CHORD NET WIND UPLIFT 11 PSF (NET ASD) 21. 1" X 8" AND WIDER SHEATHING (3) 8d COMMON (2 1/2" X 0.131") FACE NAIL WHICH ARE SUMMARIZED IN THE SPECIAL INSPECTION SCHEDULE SHEET SIO 4" WIDE BOTTOM CHORD DEAD LOAD 8 PSF TO EACH BEARING SEE MECHANICAL THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN APPROVEDHVAC 2X, 3X HEM -FIR N0. 2 850 150 405 1300 1.3E6 LIVE LOAD DEFLECTION L/360 FLOOR AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF INSPECTIONS AND FURNISH 6" &WIDER THEM TO THE BUILDING OFFICIAL AND THE ENGINEER OF RECORD ON A REGULAR BASIS. A 22. JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 1/2" X 0.131"); TOENAIL FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND THE CORRECTION OF 03161: EXPANSION BOLTS IN CONCRETE WALL PLATES 06190: MANUFACTURED WOOD BEAMS OR 3" X 0.131" NAILS SH ANY DISCREPANCIES SHALL BE PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. ALL EXPANSION BOLTS SHALL BE ICC APPROVED AND INSTALLED PER ICC 2X4, 3X4 HEM -FIR STUD 675 150 405 800 1.2E6 MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON 23. RIM JOIST, BAND JOIST, OR BLOCKING 8d COMMON (2 1/2" X 0.131") 6"OC, TOENAIL WHERE FABRICATION STRUCTURAL COMPONENTS AND ASSEMBLES IS BEING PERFORMED EVALUATION REPORT REQUIREMENTS. BOLT SPACING AND EMBEDMENTS SHALL BE THE DRAWINGS MANUFACTURED BY JOIST APPROVED EQUAL. STORAGE, TO TOP PLATE, SILL OR OTHER FRAMING OR 3" X 0.131" NAILS ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND APPROVED AS DESIGNATED ON THE DRAWINGS TYPICAL, UNLESS NOTED OTHERWISE. ALL IN A ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM PER 24. 1" x 6" SUBFLOOR OR LESS (2) 8d COMMON (2 1/2" X 0.131") FACE NAIL TO DO SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION EXPANSION BOLTS RESISTING TENSION LOADS SHALL BE INSTALLED WITH 2X6, 3X6 HEM -FIR NO. 2 850 150 405 1300 1.3E6 AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR TO EACH JOIST 1704.2.5.1. PERIODIC INSPECTION ALLOWS INSPECTION AT INTERVALS NECESSARY TO CONTINUOUS INSPECTION PER THE INSPECTION SCHEDULE ON SHEET S1.1. ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH THE EXPANSION BOLTS IN CONCRETE SHALL BE WEDGE TYPE ANCHORS OF THE JOISTS 2X, 3X HEM -FIR NO. 2 850 150 405 1300 1.3E6 REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2" X 0.162") FACE NAIL REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION REQUIRES THAT THE INSPECTOR BE FOLLOWING TYPES OR A PREAPPROVED EQUAL; MEMBER E (PSI) Fb (PSI) Fcp (PSI) Fv (PSI) I) b (P 26. 2" PLANKS (2) 16d COMMON (3 1/2" X 0.162") EACH BEARING, FACE NAIL ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS PERFORMED. SIMPSON STRONG BOLT 2 (ICC ESR -3037) (PLANK &BEAM -FLOOR &ROOF) LVL = MICROLLAM 1.9 750 285 HILTI KWIK BOLT TZ (ICC ESR -1917) LEDGERS PSL = PARALLAM 2.0 E6 2900 650 290 27. BUILT-UP GIRDERS AND BEAMS, 20d COMMON (4" X 0.192") 32"OC, FACE NAIL AT TOP MINIMUM EFFECTIVE EMBEDMENT DEPTH 2X, 3X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 LSL = 1.75" TIMBERSTAND 1.55 E6 2250 750 400 2" LUMBER LAYERS AND BOTTOM STAGGERED BOLT SIZE SHEAR ONLY TENSION/OTHER 4X DOUGLAS FIR -LARCH NO. 1 1000 180 625 1500 1.7E6 LSL RIM = 1.25" TIMBERSTAND RIM BOARD ON OPPOSITE SIDES 1/2" DIA. 2 1/4" 3 1/4" 01410: STRUCTURAL OBSERVATION 5/8" DIA. 3 3/8" 4" 3" X 0.131" NAILS 24"OC, FACE NAIL AT TOP AND BOTTOM STAGGERED STRUCTURAL OBSERVATION IS NOT REQUIRED. 3/4" DIA. 4 1/8" 4 3/4" BEAMS AND POSTS 4X DOUGLAS FIR -LARCH NO. 2 900 180 625 1350 1.6E6 ON OPPOSITE SIDES 06185: STRUCTURAL GLUED LAMINATED TIMBER 01402: CONTRACTOR RESPONSIBILITY 6X DOUGLAS FIR -LARCH NO. 1 1200 170 625 1000 1.6E6 GLUED -LAMINATED MEMBERS SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AITC (2) 20d COMMON (4" X 0.192"); ENDS AND AT EACH EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR 03162: ADHESIVE ANCHORS IN CONCRETE O STD. A1901 & HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) OR (3) 3" X 0.131" NAILS SPLICE, FACE NAIL - SEISMIC RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS ALL ADHESIVE ANCHORS SHALL ICC APPROVED AND INSTALLED PER ICC IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END SEALER 28. LEDGER STRIP SUPPORTING JOISTS (3) 16d COMMON (3 1/2" X 0.162"); EACH JOIST OR RAFTER, (SECTION 1006) SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING EVALUATION REPORT REQUIREMENTS. BOLT SPACING AND EMBEDMENTS SHALL BE AS APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL OR RAFTERS OR (4) 3" X 0.131" NAILS FACE NAIL OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR DESIGNATED ON THE DRAWINGS TYPICAL, UNLESS NOTED OTHERWISE. ALL EXPANSION BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE BOLTS RESISTING TENSION LOADS SHALL BE INSTALLED WITH CONTINUOUS INSPECTION SHALL BE AS FOLLOWS: (2) 16d COMMON FACE NAIL PER THE INSPECTION SCHEDULE ON SHEET S1.1. (3) 3" x 0.131" NAILS FACE NAIL FOLLOWING: 1. ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE ADHESIVE ANCHORS IN CONCRETE SHALL BE THE FOLLOWING TYPES ORA USE COMBINATION SYMBOL SPECIES 29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2" X 0.162"); END NAIL STATEMENT OF SPECIAL INSPECTIONS; PREAPPROVED EQUAL; SIMPLE SPAN BEAM 24F -V4 DF/DF OR (4) 3" X 0.131" NAILS 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; SIMPSON SET -XP (ICC ESR -2508) CONTINUOUS BEAM 24F -V8 DF/DF CANTILEVER BEAM 24F -V8 DF/DF 30. BRIDGING OR BLOCKING To JOIST, (2) 8d COMMON (2 1/2" X 0.131"); EACH END, TOENAIL HILTI HIT -RE 500 SD (ICC ESR -2322) RAFTER OR TRUSS OR (2) 3" X 0.131" NAILS 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE BOLT SIZE MINIMUM EFFECTIVE EMBEDMENT U.N.O. METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 1 /2" DIA. OR REBAR 4" UNEXPOSED GLUED -LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL UNLESS 31. WOOD STRUCTURAL PANELS TO FRAMING SEE SHEARWALL SCHEDULE SHEET RS1.1 4. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL #4 NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS AND THEIR POSITIONS(S) IN THE ORGANIZATION. 5/8" DIA. OR #5 REBAR 5" PER ARCHITECT. SUBFLOOR TO FRAMING SEE STRUCTURAL NOTES SECTION 06160 3/4" DIA. OR #6 REBAR 6" a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE NOTED OTHERWISE. b. FASTENING SCHEDULE BASED ON IBC TABLE 2304.10.1 AND PROVIDES THE MINIMUM NAILING REQUIRED. WHEN SPECIFIED ELSEWHERE IN THESE PLANS PROVIDE NAILING AS SPECIFIED. SEE IBC FOR COMPLETE NAILING SCHEDULE. 11 51.0 11 t IL ON 0) 0 cc o� 0 `ado a Z w 0 m o C� U Z Q) cd � w C\2 CD co 00 cfl 0 Q) z) Lo 03 N N � � � Q) W w C) o C\2 Lo U U z LIQ 00 C\2 c C co o U O 11 51.0 11 t IL ON N o� o `ado a Z w 0 m o C� w Pg 11 51.0 11 N w Q N o 00 w rn o N N w r� N N O 1-10 ao 0 o H Q Q U M M D U) v w a- 11 51.0 11 01 ABBREVIATIONS & AND IN. INCH(ES) ® AT INFO. INFORMATION ' FEET(FOOT) INT. INTERIOR " INCH (INCHES) DGE NAILING AT SILL, II II II # POUND(S), NUMBER JST. JOIST = EQUAL(S) JT. JOINT / PER W PLATE CONN. SPACING K KIPS(1000) A.B. ANCHOR BOLT 7/16" SHT. 6" O.C. ABV. ABOVE LAT. LATERAL ADD. ADDITIONAL LB. POUND(S) ADJ. ADJACENT L.B. LAG BOLT(S) ALUM. ALUMINUM LG. LONGITUDINAL) ALT. ALTERNATE LGTH. LENGTH APPRX. APPROXIMATELY) LGMF LIGHT GAUGE METAL FRAMING ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL ASSY ASSEMBLY LLV LONG LEG VERTICAL B. BOTTOM LSH LONG SLOTTED HOLE(S) BEL. BELOW LT. WT. LIGHT WEIGHT BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT B.F. BRACED FRAME N/A 12" O.C. BLDG. BUILDING MAS. MASONRY BLK. BLOCK MASN. MASONRY BLKG. BLOCKING MAT. MATERIAL BLW. BELOW MAX. MAXIMUM BM. BEAM M.B. MACHINE BOLT BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER BN BOUNDARY NAILING MECH. MECHANICAL BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT B.O. BOTTOM OF MEZZ. MEZZANINE B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER B.O.F. BOTTOM OF FOOTING MIN. MINIMUM BRDG. BRIDGE(ING) MISC. MISCELLANEOUS BRG. BEARING M.O. MASONRY OPENING BTM. BOTTOM MTL. METAL BTWN. BETWEEN (N) NEW C CAMBER N/A NOT APPLICABLE CAMB. CAMBER(ED) N.L.B. NON -LOAD BEARING CANT. CANTILEVERED) NO. NUMBER CF CUBIC FOOT N.S. NEAR SIDE C.I.P. CAST IN PLACE N.T.S. NOT TO SCALE C.J. CONSTRUCTION JOINT N.W.C. NORMAL WEIGHT CONCRETE CL CENTER LINE 0 CLG. CEILING O.C. ON CENTER CLR. CLEAR O.D. OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT O.F. OUTSIDE FACE COL. COLUMN O.H. OPPOSITE HAND CONC. CONCRETE OPNG. OPENING CONN. CONNECTION OPP. OPPOSITE CONST. CONSTRUCTION ORNT. ORIENTATE(ION) CONT. CONTINUOUS OSB ORIENTED STRAND BOARD CTSK. COUNTERSINK O.W.J. OPEN WEB JOIST CTR. CENTER(ED) O.W.T. OPEN WEB TRUSS CVR COVER VERTICAL REINF. CY CUBIC YARD PAF POWDER ACTUATED FASTENER PAR. PARALLEL d PENNY(NAILS) P/C PRECAST DB DROPPED BEAM PEN PANEL EDGE NAIL DBA DEFORMED BAR ANCHORS PERP. PERPENDICULAR DBL. DOUBLE PL. PLATE DCW DEMAND CRITICAL WELD PL PROPERTY LINE DEPT. DEPARTMENT PLN PLAN DET. DETAIL PLMBG. PLUMBING DF DOUGLAS FIR PLYWD. PLYWOOD DIA. DIAMETER PSF POUNDS PER SQUARE FOOT DIAG. DIAGONAL PSI POUNDS PER SQUARE INCH DIAPH. DIAPHRAGM P.T. PRESERVATIVE TREATED DIM. DIMENSION PT POST TENSION(ED) DN. DOWN D.O. DITTO(REPEAT) QTY. QUANTITY DP. DEEP DS DOWNSPOUT R. RADIUS DWG. DRAWING(S) RAD. RADIUS DWL. DOWEL(S) RE: REFERENCE REF. REFERENCE (E) EXISTING REINF. REINFORCEMENT(ING) EA. EACH REQ. REQUIRED E.E. EACH END R.F. RIGID FRAME E.F. EACH FACE R.O. ROUGH OPENING E.J. EXPANSION JOINT R.S. ROUGH SAWN EL. ELEVATION ELEV. ELEVATOR SCH. SCHEDULE EMBD. EMBED(MENT) SCL STRUCTURAL COMPOSITE WOOD SCHED. SCHEDULE EN EDGE NAIL SHT. SHEET ENG. ENGINEER SIM. SIMILAR EQ. EQUAL S.J. SHRINKAGE CONTROL JOINT EQPT. EQUIPMENT SKW. SKEW(ED) E.W. EACH WAY S.O.G. SLAB ON GRADE EXP. EXPANSION SPC. SPACE(S) (ING) EXST. EXISTING EXT. EXTERIOR SPEC. SPECIFICATIONS) SQ. SQUARE FAB. FABRICATION STD. STANDARD FB FLUSH BEAM STGR. STAGGER FDN. FOUNDATION STIFF. STIFFENER(S) F.F. FINISH FLOOR STIR. STIRRUP(S) FIN. FINISH(ED) STL. STEEL FLG. FLANGE STRUC. STRUCTURAL FLR. FLOOR STRUCT. STRUCTURAL FN FIELD (FACE) NAIL SUSP. SUSPENDED(TION) F.O. FINISHED OPENING SYMM. SYMMETRICAL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY T. TOP F.O.S. FACE OF STUD T.&B. TOP AND BOTTOM F.O.W. FACE OF WALL TEMP. TEMPORARY FRMG. FRAME(ING) T.&G. TONGUE AND GROOVE F.S. FAR SIDE THK. THICKNESS) FSD FORMED STEEL DECK THIRD. THREADED FT. FEET(FOOT) TN TOE NAIL FRTW FIRE RETARDANT TREATED WOOD T.O.S. TOP OF SHEATHING(SLAB) FTG. FOOTING T.O.W. TOP OF WALL TRANSV. TRANSVERSE GA. GAUGE T.O.S.. TOP OF STEEL GALV. GALVANIZE(D) TYP. TYPICAL GB. GRADE BEAM GLB GLUE LAMINATED BEAM U.N.O. UNLESS NOTED OTHERWISE GRD. GRADE U/S UNDERSIDE GT GIRDER TRUSS GWB GYPSUM WALLBOARD V. VERTICAL GYP. GYPCRETE VERT. VERTICAL VIF VERIFY IN FIELD H. HORIZONTAL HD HOLDOWN W. WIDE(WIDTH) H.D.G. HOT DIPPED GALVANIZED W/ WITH HDR. HEADER W/0 WITHOUT HGR. HANGER WD. WOOD HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS HORIZ. HORIZONTAL W.P. WORK POINT HR HEADER W.S. WELDED STUD H.S.B. HIGH STRENGTH BOLT WT. WEIGHT HT. HEIGHT W.W.F. WELDED WIRE FABRIC I.D. INSIDE DIAMETER X-STG EXTRA STRONG I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG I.F. INSIDE FACE YD YARD 0 Q w x 0 0 Z J J N SCALE: 3/8" = 1'-0" PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER SCALE: 3/8" = 1'-0" -�I---� --�I--1�-----1F- PANEL II II II II II II LADER PER PLAN II II II II II II II II CS22 HEAD/SILL II II II II II II II BLKG. W/ EDGE NAILING II II II II II II II PER SHEARWALL SCHED. II I II II II II DGE NAILING AT SILL, II II II N o goo HEAD, KING & TRIM STUDS I I IIIII L -ii -AL III -IIILIII -JIIIIII -- IIIIII IIII II -1 L_ _- PLYWOOD/O.S.B. SHEAR PANELS FRAMING AT PANEL EDGES PER SHEARWALL SCHEDULE POST PER HOLDOWN SCHEDULE TYPICAL DETAIL FOR SHEARWALL W/ FORCE TRANSFER AROUND WINDOW OPENINGS SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HF STUDS AND HF PLATES WALL PANEL EDGE NAILING (P.E.N.) PANEL ALL EDGES OF ALL SHEETS RIM OR BLOCKING TO TOP PLATE CONN. PER SHEARWALL SCHEDULE FOUNDATION PLACE EDGE NAILS INTO POST PER PLAN OR (2) 2X STUDS TYPE AT ENDS OF SHEAR WALLS. POST PER HOLDOWN SCHEDULE TYPICAL DETAIL FOR SHEARWALL W/ FORCE TRANSFER AROUND WINDOW OPENINGS SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HF STUDS AND HF PLATES WALL PANEL FIELD RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT TYPE SHEATHING EDGE NAILING AT ADJOINING SILL PLATE SPACING 5/8" DIA. 0.148» x3.25 LTP4 OR A35 © w N o goo NAILING O ® TOENAIL RIM/BLKG TO TOP PANEL EDGES ® �g 10 o o C\2 W PLATE CONN. SPACING r� 0 o Q P6 7/16" SHT. 6" O.C. 12" O.C. N/A 24" O.C. 2x 2x 36" O.C. ONE SIDE 4t 7/16" SHT." M --I N N O P4 4" O.C. 12" O.C. N/A 16" O.C. (2)2x OR 3x 3x 40" O.C. ONE SIDE 0 W W �1 m w P3 7/16" SHT. 3" O.C. 12" O.C. N/A 12" O.C. (2)2x OR 3x 0 24" O.C. ONE SIDE 0 o NOTE: OX REFER TO TYPICAL SHEARWALL NOMENCLATURE ELEVATION BELOW SHEARWALL SCHEDULE NOTES: 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. 2. SEE STRUCTURAL NOTES SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. 3. SEE STRUCTURAL NOTES 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. 5. NOT USED 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131" X 2 1/2"). 8. NOT USED 9. NOT USED 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8"" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. 11. GALVANIZED 3" X 3" X 0.229" (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE 12 THIS SHEET FOR PLACEMENT REQUIREMENTS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2") NAILS. 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL. 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 5/RS1.3. AND BOTTOM PLATE NAILING. 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) SCALE: 3/4" = 1'-0" y:l�:�►�►/:1��Y11:1�1111�� FOR SHEAR PANEL TO i EXTERIOR BEARING 6 TRUSS CONNECTIONS SUPPORT 11 REFER TO DETAIL 18 & 19/RS1.3 SCALE: NONE 18 u ROOF SHEATHING NOTES I 1. BOUNDARY NAILING AT ROOF PERIMETER, AT CONT. PANEL EDGES (B.N.) 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS in In IHI F -7H1 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS I I 4. SEE GENERAL NOTE 06160 FOR PLYWOOD THICKNESS & NAILING SCHED. 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR 3 TO TRUSS SYSTEM FRAMING. 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" 7 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" 4 2 8. NAILS SHALL NOT BE OVER DRIVEN 9. STAGGER SHEATHING JOINTS TYPICAL ROOF SHEATHING LAYOUT SCALE: NONE 20 CONCRETE BASE STRUCTURE/FOUNDATION 1 SHEAR WALL NOTES EATHING: APA RATED SHEATHING APPLIED DIRECTLY TO FRAMING (2 WALL SHEATHING S EATHING PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. ALL PANEL EDGES SHALL BE FASTENED TO STUDS OR BLOCKING. NAILS PER SHEARWALL SCHEDULE SHALL BE USED TO ATTACH SHEATHING TO STUDS. MIN. NAIL PENETRATION INTO WOOD SUBSTRATE IS 1 1/2" (i.e. MIN. NAIL LENGTH = 2 1/4"). 1 31 PANEL EDGE NAILING NAILING AT ALL OUTER EDGES OF SHEATHING PANELS IN SHEARWALLS SHALL BE FASTENED PER THE SHEARWALL SCHEDULE. Q FIELD NAILING VrHIN THE FIELD OF THE PANEL, AT FRAMING MEMBERS. Q FRAMING AT ADJOINING PANEL EDGES WERE TWO PIECES OF PLYWOOD JOIN ON A FRAMING MEMBER, THE PANEL EDGE NAILING (PEN) FROM EACH PANEL SHALL BE STAGGERED. SOME WALLS REQUIRE 3" NOMINAL FRAMING MEMBER (EITHER A STUD OR BLOCKING) AT ADJOINING PANEL EDGES (RE: SHEARWALL SCHEDULE FOR WALL TYPES REQUIRING 3" NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES). 6 RIM/BLOCKING TO TOP PLATE CONNECTION E CONTINUOUS RIM OR SOLID BLOCKING THAT IS PART OF THE SHEARWALL ASSEMBLY SHALL BE CONNECTED TO THE DOUBLE TOP PLATE OR FOUNDATION SILL PLATE WITH APPROVED CONNECTORS AND SPACED PER THE SHEARWALL SCHEDULE. ( /,I DOUBLE TOP PLATE LAMP AND SPLICE SEE 1/RS1.3 l 8 1 FOUNDATION SILL PLATE THE FOUNDATION SILL PLATE MAY BE EITHER 2" NOMINAL OR 3" NOMINAL DEPENDING ON THE SHEARWALL SCHEDULE. Q ANCHOR BOLTS AT PERIMETER OR BUILDING FULL DIAMETER ANCHOR BOLTS, ASTM F1554 - Gr 36 SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. MINIMUM EMBEDMENT IS 7". 10 PLATE WASHERS PLATE WASHERS SHALL BE REQUIRED FOR FOUNDATION SILL PLATE CONNECTIONS, 3" X 3" X 0.229" MINIMUM. DO NOT RECESS BOLTS IN SILL PLATE. 11 ROOF BLOCKING PANELS WRERE SHEARWALLS CONNECT TO THE ROOF DIAPHRAGM, BLOCKING PANELS SHALL BE PROVIDED CAPABLE OF TRANSFERRING 250PLF OF SHEAR TO SHEARWALL BELOW. HOLDOWN ANCHOR PER PLAN AND HOLDOWN SCHEDULE PROVIDE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT NOT LOCATED MORE THAN 12 INCHES OR LESS THAN (7) BOLT DIAMETERS FROM THE END. - SEE DETAIL 12 THIS SHEET TYPICAL SHEARWALL NOMENCLATURE (ELEVATION) ON 0 0 w m 0 II K II � . I U Z Q) cd w � w N o goo CD co 0 o 0 W0 L Q) �j Lo c� N � SCALE: NONE 18 u ROOF SHEATHING NOTES I 1. BOUNDARY NAILING AT ROOF PERIMETER, AT CONT. PANEL EDGES (B.N.) 2. EDGE NAILING (P.E.N.) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS in In IHI F -7H1 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS I I 4. SEE GENERAL NOTE 06160 FOR PLYWOOD THICKNESS & NAILING SCHED. 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR 3 TO TRUSS SYSTEM FRAMING. 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8" 7 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0" 4 2 8. NAILS SHALL NOT BE OVER DRIVEN 9. STAGGER SHEATHING JOINTS TYPICAL ROOF SHEATHING LAYOUT SCALE: NONE 20 CONCRETE BASE STRUCTURE/FOUNDATION 1 SHEAR WALL NOTES EATHING: APA RATED SHEATHING APPLIED DIRECTLY TO FRAMING (2 WALL SHEATHING S EATHING PANELS MAY BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. ALL PANEL EDGES SHALL BE FASTENED TO STUDS OR BLOCKING. NAILS PER SHEARWALL SCHEDULE SHALL BE USED TO ATTACH SHEATHING TO STUDS. MIN. NAIL PENETRATION INTO WOOD SUBSTRATE IS 1 1/2" (i.e. MIN. NAIL LENGTH = 2 1/4"). 1 31 PANEL EDGE NAILING NAILING AT ALL OUTER EDGES OF SHEATHING PANELS IN SHEARWALLS SHALL BE FASTENED PER THE SHEARWALL SCHEDULE. Q FIELD NAILING VrHIN THE FIELD OF THE PANEL, AT FRAMING MEMBERS. Q FRAMING AT ADJOINING PANEL EDGES WERE TWO PIECES OF PLYWOOD JOIN ON A FRAMING MEMBER, THE PANEL EDGE NAILING (PEN) FROM EACH PANEL SHALL BE STAGGERED. SOME WALLS REQUIRE 3" NOMINAL FRAMING MEMBER (EITHER A STUD OR BLOCKING) AT ADJOINING PANEL EDGES (RE: SHEARWALL SCHEDULE FOR WALL TYPES REQUIRING 3" NOMINAL FRAMING MEMBERS AT ADJOINING PANEL EDGES). 6 RIM/BLOCKING TO TOP PLATE CONNECTION E CONTINUOUS RIM OR SOLID BLOCKING THAT IS PART OF THE SHEARWALL ASSEMBLY SHALL BE CONNECTED TO THE DOUBLE TOP PLATE OR FOUNDATION SILL PLATE WITH APPROVED CONNECTORS AND SPACED PER THE SHEARWALL SCHEDULE. ( /,I DOUBLE TOP PLATE LAMP AND SPLICE SEE 1/RS1.3 l 8 1 FOUNDATION SILL PLATE THE FOUNDATION SILL PLATE MAY BE EITHER 2" NOMINAL OR 3" NOMINAL DEPENDING ON THE SHEARWALL SCHEDULE. Q ANCHOR BOLTS AT PERIMETER OR BUILDING FULL DIAMETER ANCHOR BOLTS, ASTM F1554 - Gr 36 SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. MINIMUM EMBEDMENT IS 7". 10 PLATE WASHERS PLATE WASHERS SHALL BE REQUIRED FOR FOUNDATION SILL PLATE CONNECTIONS, 3" X 3" X 0.229" MINIMUM. DO NOT RECESS BOLTS IN SILL PLATE. 11 ROOF BLOCKING PANELS WRERE SHEARWALLS CONNECT TO THE ROOF DIAPHRAGM, BLOCKING PANELS SHALL BE PROVIDED CAPABLE OF TRANSFERRING 250PLF OF SHEAR TO SHEARWALL BELOW. HOLDOWN ANCHOR PER PLAN AND HOLDOWN SCHEDULE PROVIDE MINIMUM OF TWO BOLTS PER PLATE WITH ONE BOLT NOT LOCATED MORE THAN 12 INCHES OR LESS THAN (7) BOLT DIAMETERS FROM THE END. - SEE DETAIL 12 THIS SHEET TYPICAL SHEARWALL NOMENCLATURE (ELEVATION) 11 51.1 11 ON 0 0 w m 0 0 m a w w 0 Z co o U Z Q) cd w � w N o goo CD co 0 o 0 W0 L Q) �j Lo c� N � o o C\2 W w r� 0 o Q C\2 U U z 00 0 C\2 +-' [� o m 0 o C\2 U 4t 11 51.1 11 ON r-01 . rl w 0 0 m a w w 0 Z co o � w Pg N o goo � in N 11 51.1 11 r-01 . rl w N � w N o goo � in N w r� w 4t M --I N N O r l W Ct � 0 W W �1 m w 0 0 o H Q Q M D N w 0 w z 11 51.1 11 r-01 . rl r� M --I r l W Ct � � W W �1 m w 11 51.1 11 FOUNDATION NOTES 1. ALL SOIL BEARING SURFACES ARE SUBJECT TO INSPECTION AND APPROVAL BY THE GEOTECHNICAL ENGINEER OR LOCAL INSPECTOR PRIOR TO REINFORCING AND CONCRETE PLACEMENT. 2. CENTER INTERIOR FOOTINGS ON WALLS OR COLUMNS TYPICAL U.N.O. 3. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 4. SEE ARCHITECTURAL PLANS FOR WALL LOCATIONS. 5. CONCRETE STEM WALLS ARE 6" THICK TYPICAL U.N.O. 6. AS REQUIRED, PROVIDE 4" DIAMETER PERFERATED FOOTING DRAINS AT PERIMETER OF FOUNDATIONS TYPICAL, CONNECT PER CIVIL. PROVIDE 4" DIAMETER TIGHTLINES FOR DOWNSPOUTS, CONNECT PER CIVIL. 7. SLAB ON GRADE— 4" MIN. THICKNESS U.N.O. ON ARCHITECTURAL DRAWINGS. SEE SHEET S1.0 SECTIONS 03000 & 03100. SLOPE SLAB PER ARCH. 8. PROVIDE SLAB CONTROL JOINTS (S.J.) OR CONSTRUCTION JOINT (C.J.) AS NEEDED PER SHEET S6.0 DETAILS 14 AND 15. 0A/ -A '710# Foundation Plan SCALE: 1/4" = 1'-0" GRAPHIC SCALE m \j —4 0 2 4 8 ( IN FEET ) 1 inch = 4 ft. 0 00 a' N U Z — a) U .. w C\2 C:) cr o m 0 W a� LO 00 N N CO � W O - o C\2 LO U LO +' o co 0 U 00 N N N N O � Q O 00 N W N w N N O_ 00 O O H n d Q w J m D V N H W F- d o z z W N W 00 FB DB HR GLB � GT —� FRAMING LEGEND FLUSH BEAM DROPPED BEAM HEADER — SEE 3/RS1.3 GLUED—LAMINATED BEAM GIRDER TRUSS INDICATES NO. OF BUNDLED STUDS 03 PROVIDE (2) TYP. U.N.O. POST TYPE PER PLAN CONTINUE TO FOUNDATION OR BEAM BELOW BEAM/JOIST HANGER PER PLAN/NOTES/SCHEDULE/ TRUSS MFR OVER FRAMING AT ROOF IATERIOR BEARIAG WOOD PANEL SHEARWALL PER P6 SCHEDULE: 9/S1.1 SHEARWALL WITH FORCE TRANSFER P6 DETAIL: 8/S1.1 Ig HOLDOWN PER SCHEDULE: 4/S6.0 HDU -X LSTH-X Note: ALL SECTION CUTS ARE TYPICAL GRAPHIC SCALE m \j Roof Framing Pan -4 0 2 4 8 SCALE: 1/4" = 1'-0" ( IN FEET ) 1 inch = 4 ft. 52.2 ON 0 00 rn � o o �r) � (3 Z a� Ct — a) � .-. w C\2 C) 00 0 Q) Lo 00 N N U) cfl o - a) W LLJ cQ) , U O o C\2Q) LO U U z LO C\2 4-1 (n O 00 CO 0 U W N 52.2 ON N � o o �r) � Pg WJ 52.2 N N WJ � N I� CY) W c� O Q O � O W N W N w N \ O 00 O O H Q J F > F- m M O U H W C7 o z 'z w 52.2 WJ � N I� Ct W c� O � W W 52.2 HOEDOWN HOLDOWN PER PLAN PER PLAN HOLDOWN FASTENERS CL HDU IN STUD AND WOOD STUDS PER PLAN AND HOLDOWN ° SCHEDULE ° ° EMBEDMENT EMBEDMENT PER SCHEDULE PER SCHEDULE °I i= i •I I � • a i 11 I I I I 11= —77 #4 CONT. d d a a A: STRAP TYPE B: HOLDOWN SCALE: 3/4" = 1'-0" ❑1 EXTERIOR HOLDOWN - SECTION z J a Of SCALE: 3/4" = 1'-0" HOLDOWN PER PLAN CL OF STUD HOLDOWN FASTENERS AND WOOD STUDS PER ° PLAN AND HOLDOWN ° SCHEDULE ° ° EMBEDMENT PER SCHEDULE x x x, _ x x x x —max X_ x a FOOTING SIZE AND _ —•— — — REINFORCEMENT d PER PLAN U M HD TYPE SCALE: 3/4" = 1'-0" BRICK PER ARCH NOTE: HOLDOWN STUDS TO RECEIVE SHEARWALL PANEL 5/8"DIA. x 7" EMBED EDGE NAILING 48"OC TYP. U.N.O. ON PLAN OR SHEAR WALL SCHEDULE (1) #4 CONT. T.O. CONg. RE ARC NOTE: AT CORNER CONDITIONS, HOLDOWN STRAP MAYBE LOCATED AT EITHER FACE OF THE STEM WALL. EXTERIOR HOLDOWN - ELEVATION BAR f'c = 3000 PSI f'c = 4000 PSI SIZE Ld OTHER BARS LAP SPLICE TOP BARS LAP SPLICE Ld OTHER BARS LAP SPLICE TOP BARS LAP SPLICE #3 16" 21" 28" 14" 18" 24" #4 22" 28" 37" 19" 25" 32" #5 27" 36" 46" 24" 31" 40" #6 33" 43" 56" 28" 37" 48" LAP SPLICE SCHEDULE NOTES; 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE CAST BELOW THE BAR. 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. 5. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. 11 TYPICAL LAP SPLICE SCHEDULE 1 3/4" MIN. 1 3/4" MIN. 2" MAX. 2" MAX. Lo F � N 2x4, 3x4 PLY ONE SIDE NOTE: PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF EDGE OF BOTTOM PLATE ON SIDES) LLJ WITH o SHEATHING. PROVIDE N STAGGERED/OFFSET PLACEMENT AS SHOWN ELSE N OVERSIZE PLATE WASHERS AS REQUIRED. LqF � N 2x6, 3x6 PLY ONE SIDE SHEATHING, NAILING, AND ANCHOR BOLTS (P6 MIN. U.N.O. ON PLAN) RE: SHEARWALL SCHEDULE STUD WALL PER PLAN J° N 1'-6" (2)#4 CONT. BOT. SCALE: 3/4" = 1'-0" NTERIOR HOLDOWN 3 TYPICAL THICKENED SLAB 0 SHEATHING, NAILING AND ANCHOR BOLTS PER SHEARWALL SCHEDULE 2X PT PLATE CONC. S.O.G. & REINF. PER PLAN = FINISH GRADE — - — — — - F NLLJ � LLJ � Z#4 VERT @ 18" 0. C. #4 ® 12"OC - (ALT. DIRECTION OF HOOK) to HORIZ. r �i11P►U7��[�1� DRAIN BY OTHERS SCALE: 3/4" = 1'-0" 6" ol 1'-4" TYPICAL EXTERIOR FOOTING I RIC A III 2 1/2" Min. STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK D = FINISHED INSIDE BEND DIAMETER SCALE: NONE 12 STANDARD HOOK DETAILS PLATE W, STD. CUT WASHER REQUIRED W/ )IAGONALLY SLOTTED 'LATE WASHER PLATE WASHER PLATE WASHER 3X3X.229" AT EACH ANCHOR BOLT TYP. PLATE AT SHEATHING POSITION TO WITHIN 1/2" OF SHEATHING TYPICAL U.N.O. _ L PLATE AND SCHEDULE z z "- FOUNDATION PER PLAN SCALE: NONE ^ ^ SCALE: NONE 16 ANCHOR BOLT PLACEMENT DETAILS a7] TYP. SHEARWALL ANCHOR BOLT TO CONC. HANDRAIL BY OTHER PVC SLEEVE FOR STANCHION W/ 6" EMBEDMENT FINISH GRADE 0 r7 z #4 @ 12" °O HORIZ. FOUNDATION DRAIN BY OTHERS SCALE: 3/4" = 1'-0" 6db for #3, #4, #5 #7, #8 90 DEGREE STIRRUP HOOKS/TIES PE (1) #4 CONT. CONC. WALKWAY a� a� #4 VERT CENTERED 0 18» O.C. (ALT. DI ECTION OF HOOK) a � SECTION PE C a 4 C 135 DEGREE 12db for #6, #7, #8 STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES 0 T.O. CONC. RE: ARCH. HOLDOWN & FASTENER SCHEDULE HARDWARE WOOD MEMBER/POST STIRRUP HOOKS TIES SEISMIC STIRRUP TIE BAR SIZE D D 90 DEG. A OR G 135 A OR G DEG. APPROX. H 135 DEG. A OR G SEISMIC HOOK APPROX. H 3 4db 1 1 2 4 4 2 1 2 4 1 4 3 4 4db 2" 4 1/2" 4 1/2" 3" 4 1/2" 3" 5 4db 2 1/2" 6" 5 1/2" 3 3/4" 5 1/2$$ 3 3/4" 6 6db 4 1/2" 1'-0" 7 3/4" 4 1/2" 7 3/4" 4 1/2" cc o RE: STHD10 (2) 2X4 (2) 2X6 (18) 16d STRAP N.A. - 14" - 8" 0 T.O. CONC. RE: ARCH. HOLDOWN & FASTENER SCHEDULE HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL TYPE and TIE HOOK DETAILS DIAMETER TYP. SHRINKAGE CONTROL JOINT (S. J.) 15 (MINIMUM) � w STEM THICKENED STEM THICKENED �L6 �co 2X4 WALL 2X6 WALL U) co O C\2 rn FOOTING SLAB �IIIli91 � ow x LoLo U U z LIQ 07 C\2 4-1 cn cc o RE: STHD10 (2) 2X4 (2) 2X6 (18) 16d STRAP N.A. - 14" - 8" 1/S6.0 N (2) 2X4 (2) 2X6 (6) SDS 1/4X2 1/2 5/8' NUT/WASHER g" g"HDU2-SDS2.5 6" 1&2/ S6.0 UT LT -1 RE: STH D14 (2) 2X4 (2) 2X6 (24) 16d STRAP N.A. - 14" - 8" 1/S6.0 HDU5 4X4 4X6 (14) SDS 5/g" _ NUT/WASHER NUT 11 9" 6" RE: 1&2/ S6.0 1/4X2 1/2" HOLDOWN AND FASTENER SCHEDULE NOTES; 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. 2. 16d -S = 0.148" DIA. X 3 1/4" LONG. 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. 5. HOLDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. 6. ANCHOR BOLT NUT SHALL BE FINGER -TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER -TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED. 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. 9. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING". HOLDOWN & FASTENER SCHEDULE i� POST PER PLAN ABU66 POST BASE 4 ` z �I -�II�III I III V_�FOOTING SIZE AND REINF. WIDTH PER SCHEDULE SCALE: 3/4" = 1'-0" 09 TYPICAL INTER ROR SQUARE FOOTING 1/8" X 1 1/2" PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED SEE PLAN FOR SLAB THICKNESS CONSTRUCTION JOINT (MAY BE SAWCUT AND REINFORCING (TYP.) AT OWNERS OPTION). SAWN JOINT SHALL BE MADE AS SOON AS POSSIBLE WITHOUT DAMAGE TO SURFACE. CUT ALT. WIRES AT JOINT VAPOR BARRIER RE: GEOTECHNICAL ENGINEER (6 MIL. MIN.) COMPACTED SUBGRADE AND GRANULAR FILL RE: GEOTECHNICAL ENGINEER'S RECOMMENDATIONS PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. SEE PLA AND REII VAPOR E RE: GEO (6 MIL. I.,,,.., SCALE: NONE D = FINISHED INSIDE BEND DIAMETER SCALE: NONE SCALE: NONE 13 STIRRUP and TIE HOOK DETAILS 14 TYP. SHRINKAGE CONTROL JOINT (S. J.) 15 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. JT. STOP )INT EACH AND JGINEER'S TYPICAL CONSTRUCTION JOINT (C.J.) 56.0 o� w 0 cc I0 co 0 00 �4 U Z Q) cd c7 � w C\2 CD co co o 0 �L6 �co N Q) U) co O C\2 rn 4j LI �IIIli91 � ow x LoLo U U z LIQ 07 C\2 4-1 cn cc o U c N 56.0 o� N co 0 00 �4 w 0 �c 0 c7 Pg 56.0 N N w o rn Q � o c N w N LT -1 N � N 0 00 0 o H Q > U < I-- m :2 G M D v V) Of ~ 6� o 'z z w 56.0 STUDS As -n" HOLE DIA. < 2/5d r r HOLE EDGE / SINGLE STUD SCALE: 3/4" = 1'-0" PEN TYP. 2X4 TYP. SCALE: 3/4" = 1'-0" 8d 0 6" SPLICE & NAIL TOP PLATES AS SHOWN ® ALL EXTERIOR, PLUMBING, PARTY & SHEAR AND AT ROOF. TOP PLATE SPLICE ANCHOR BOLT ADD STUDS PER SCHEDULE CORNER WALL PEN = PLY EDGE NAIL TYPICAL CORNER WALL DETAIL ROOF SHEATHING AND -DIAPHRAGM EDGE NAILING NAILING PER PLAN NOT iml (2) 12d (TYP.) LTS12 ® 32" O.C. SLOT ROOF WEB STIFFENER 2X FRAMING CUT TO SLOPE ROOF SHEATHING � ld� EL. = XX TJI PER PLAN o NOTCH DISTANCE >5/8" Q DEPTH <1/4d SINGLE STUD - `�' ® INTERIOR o ONLY STUD o f I I I PLATE - HOLE EDGE DISTANCE 5/8" TOP EAVE PER 2X4 BLOCKING } ARCH. EA. BRACE i RE -FABRICATION 2X4 FLAT AS i ROOF TRUSS PER @ 24" O.C. (6) 12d PLAN (TYP.) - STU 2 GABLE END/ PROVIDE (2) 2X4 TYP DRAG TRUSS DIAGONAL BRACE (5) 0.131" X 2.5" EA. A35 AT 4' O.C. PER FLAT 2X (2) SDWC15600 12d @ 6" O.C.( BEYOND) BRACE NOTES 3 (3) SDWC15600 BELOW: - O N H2.5 ® E.A. TRUSS o Q) o PLATE HT. 1.75 LSL RIM U z PER ARCH +-' � 10d @ 6" O.C.) PEN PER SHEARWALL FLAT 2X BRACE SCHEDULE (BEYOND) NOTE: DIAGONAL BRACE REQUIRED SECURE W/ LTP4 ®24" O.C. WHEN CROSSWALLS ARE GREATER THAN STUD WAL L W/(12) 0.131" 8' APART FOR A 2X4 FLAT BRACE PER PLAN DIA. X 2 1/2" 10' APART FOR A 2X6 FLAT BRACE )S+=4 \_SHEARWALL 12' APART FOR A 2X8 FLAT BRACE Lal SECTION SHEATHING PER PLAN 3/4" = 1'-0" 11 TRUSS BRACING AT END WALLS LTS12 ® 32" O.C. SLOT ROOF WEB STIFFENER 2X FRAMING CUT TO SLOPE ROOF SHEATHING � ld� EL. = XX TJI PER PLAN o NOTCH DISTANCE >5/8" Q DEPTH <1/4d SINGLE STUD - `�' ® INTERIOR o ONLY STUD o f I I I PLATE - HOLE EDGE DISTANCE 5/8" TOP TO TRUSS SPL } 5/ (6) 0.131" X 1.5" PAN 1 AS HOLE DIA. 2/5d PLATE DOUBLE STUD SDWC15600 - STU 2 AT (9) 0.148" X 1.5" TYP SCALE: 3/4" = 1'-0" 02 STUD NOTCHING AND BORING LIMITS TRIM AT �1� TYP YF T� T� T� T� It BEARING CONNECTOR TO TRUSS TO TOP PLATES 1 Hl (6) 0.131" X 1.5" (4) 0.131 " X 2.5" 1 H2.5A (5) 0.131" X 2.5" PLATE 1 SDWC15600 - - 2 H10-2 (9) 0.148" X 1.5" CE SEE 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. 2 (2) SDWC15600 - ;9.0 3 (3) SDWC15600 - - O N H2.5 ® E.A. TRUSS o Q) o .L BLOCKING ?EQ. 1.75 LSL RIM U z HEADERS PER PLAN. 4X8 ® EXT. AND BEARING WALL TYPICAL U.N.O. +-' � 10d @ 6" O.C.) (TO BE CANTILEVERED OUT FOR T N SECURE W/ (N)WOOD POST BEYOND SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOISTS PARALLEL TO EXT. WALL O SCALE: 3/4" = 1'-0" PER PLAN w )S+=4 17 EXTERIOR WALL TO FRAMING (2) 16d AT 4" O.C. Lal SECTION 16 O.C. oc U.N.O. O W O w FACE NAIL W/ W I oc (2) 16d AT 4" O.C. N O TYPICAL MER STUDS WALLS 0 AT OPENINGS 5'-0" & LESS 00 AT OPENINGS 6'-0" GREATER 0 CAL U.N.O. 3❑ TYP. HDR. AT STRUCT. WALL PRE -FABRICATION ROOF TRUSS @ 24"OC NOTE: GIRDER TRUSS SHALL BE DESIGNED TO TRANSFER 150 PLF LATERAL LOAD ALONG TOP CHORD AND DELIVER TO BOTTOM CHORD PORTION ABOVE THE SHEAR WALL. 16d ® 2 X PEN SPACING TYPICAL ROOF SHEATHING/DIAPHRAGM ANCHOR BOLT PER PLANS LOCATION 8d ® 6"OC 2X FRAMING CUT TO SLOPE --PEN, TYPICAL - ,<! 36° 22' 35"302.02'NE53° 33' 09"155.18'NW36° 26' 51"261.85'SW53° 30' 07"195.55'SESTORAGE BUILDINGEXISTING RESTAURANTREFUSE18'-0"27'-0"9'-0"10'-0"3 STALLS @ 9'-0"27'-0"10'-0"5 STALLS @ 9'-0"54'-0"10'-0"7 STALLS @ 9'-0"63'-0"TAHOMA BOULEVARD SOUTHEASTW YELM AVENUE13 STALLS @ 9'-0"117'-0"28'-2"28'-5"12 STALLS @ 9'-0"108'-0"1'-10"30'-0"18'-1"7 STALLS @ 9'-0"63'-0"10'-0"7 STALLS @ 9'-0"63'-0"10'-7"21'-0"3 STALLS @ 9'-0"27'-0"30'-0"40'-0"7'-0"RESTAURANT ADDITIONEXTERIOR PATIO ADDITION27'-0"20'-0"15'-0"15'-0"20'-0"20'-0"20'-0"28'-0"20'-0"10'-7"20'-0"NEW PARKING STRIPINGEXISTING ASPHALTNEW ASPHALTEXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASESJ O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:05 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA100OVERALL SITE PLANAGENCY REVIEW08/12/2022TRUENORTHPARKING STATISTICSDESCRIPTIONTYPESPACEPROVIDEDHANDICAPH 1STANDARDS 59VANV 161KEYNOTES#DESCRIPTION1" = 20'-0"OVERALL SITE PLAN#DESC.DATE VERIFY IN FIELD+/- 56'-6" EXISTING19'-0 1/2"9'-7 1/2"7'-10"20'-0"7'-0"48'-0"4'-0"2'-6" 4'-6" 6'-8 1/4" 17'-7 1/4"16'-10 1/2" 6'-10"2'-6"56'-6"VERIFY IN FIELD+/- 59'-0" EXISTING+/- 56'-6" EXISTING19'-0"37'-6"21'-1 1/2"6'-4"6'-4"3'-8 1/2"2'-8"6'-4"6'-6"3'-6"18'-2"38'-4"VERIFY IN FIELD+/- 59'-0" EXISTINGBRICK BASE TO BE DEMOLISHEDBRICK BASEEXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASESDININGE111WAITINGE102MEN'SRESTROOME109KITCHENE105WAITER SERVICEE104DININGE110VESTIBULEE101WOMEN'SRESTROOME108KITCHENRESTROOME106DININGE103HALLWAYE107J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:07 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA101OVERALL FLOOR PLAN -DEMOLITIONAGENCY REVIEW08/12/20223/16" = 1'-0"DEMOLITION OVERALL FLOOR PLAN0'1'-6"3'-0"6'-0"12'-0"NORTHKEYNOTES#DESCRIPTIONBUILDING SPACES - EXISTINGROOM NAMESRM. # NET AREAL1VESTIBULEE101 29 SFWAITINGE102 165 SFDININGE103 213 SFWAITER SERVICE E104 85 SFKITCHENE105 1,115 SFKITCHEN RESTROOM E106 37 SFHALLWAYE107 159 SFWOMEN'S RESTROOM E108 166 SFMEN'S RESTROOM E109 127 SFDININGE110 274 SFDININGE111 442 SF2,811 SFEXISTING BUILDING AREA (GROSS)AREA NAMESGROSS AREAEXISTING RESTAURANT3,062 SFTOTAL AREA3,062 SFFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.#DESC.DATE 1'-10" 3'-8"24'-6"+/- 56'-6" EXISTING7'-10" 4'-6"9'-4"37'-6"VERIFY IN FIELD+/- 32'-10 1/2"16'-9 1/4"15'-3 1/2"16'-0 3/4" 4'-0" 12'-4"19'-6"9'-6"SLOPE TO BE 1:20 OR 1:12 MAX. W/ RAILINGS ON BOTH SIDES24'-0"3'-6"9'-8"46'-10"81'-0"16'-4"A2011A2012A2023A20245'-6"81'-0"12'-4"27'-6"29'-0"BAR104KITCHEN107WAITING102OVERFLOWDINING106FAMILY DINING105WOMEN'SRESTROOM109MEN'SRESTROOM110HALLWAY108OFFICE111FAMILY DINING112FAMILY DINING113VESTIBULE101OUTDOOR DININGPATIO114RECEPTION1030201030406057.07.37.57.17.14.04.04.04.04.04.04.07.056'-6"7'-0"7.17.7+3'-0"19'-2 3/4" 5'-3 1/2" 5'-0 1/2"7.03'-3"2'-6"7.0+3'-4 1/2"22'-6 3/4"8'-6 1/4"4'-0"4'-8 1/4"3'-4 1/2"17'-6"2'-7 1/2"8'-7 5/8"9'-5 7/8"2'-8"3'-0"1'-0"A4012A4011A40210105 52 00CLR.42" MIN.3'-0"56'-6"SLOPEEXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASES7.1WALL LEGENDNOTE:FOR VARIATIONS OF WALL TYPES -SEE SHEET A5017.07.47.37.27.54" INTERIOR WALL NON-RATED ASSEMBLY6" INTERIOR WALL NON-RATED ASSEMBLY7.67.7J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:10 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA102OVERALL FLOOR PLAN -REMODELEDAGENCY REVIEW08/12/20223/16" = 1'-0"REMODELED OVERALL FLOOR PLANNORTH0'1'-6"3'-0"6'-0"12'-0"FRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.BUILDING SPACES - NEW CONSTRUCTIONROOM NAMESRM # NET AREAL1VESTIBULE101 29 SFWAITING102 153 SFRECEPTION103 92 SFBAR104 167 SFFAMILY DINING105 760 SFOVERFLOW DINING 106 839 SFKITCHEN107 1,013 SFHALLWAY108 194 SFWOMEN'S RESTROOM 109 166 SFMEN'S RESTROOM 110 127 SFOFFICE111 38 SFFAMILY DINING112 232 SFFAMILY DINING113 442 SFOUTDOOR DINING PATIO 114 588 SF4,839 SFKEYNOTES#DESCRIPTION05 52 00 METAL RAILINGSBUILDING AREA (GROSS)AREA NAMESGROSS AREACOVERED ADDITION868 SFEXISTING RESTAURANT3,062 SFINDOOR ADDITION648 SFOUTDOOR PATIO625 SFTOTAL AREA5,203 SF#DESC.DATE 24'-6"+/- 56'-6" EXISTING9'-4"37'-6"VERIFY IN FIELD+/- 32'-10 1/2"16'-9 1/4"15'-3 1/2"16'-0 3/4" 4'-0" 12'-4"19'-6"9'-6"27'-6"7'-0"9'-8"46'-10"81'-0"16'-4"56'-6"81'-0"12'-4"EXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASESJ O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:11 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA103OVERALL FLOOR PLAN -KITCHENEQUIPMENTAGENCY REVIEW08/12/2022NORTH0'1'-6"3'-0"6'-0"12'-0"3/16" = 1'-0"OVERALL FLOOR PLAN - KITCHEN EQUIPMENTFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.BUILDING SPACES - NEW CONSTRUCTIONROOM NAMESRM # NET AREAL1VESTIBULE101 29 SFWAITING102 153 SFRECEPTION103 92 SFBAR104 167 SFFAMILY DINING105 760 SFOVERFLOW DINING 106 839 SFKITCHEN107 1,013 SFHALLWAY108 194 SFWOMEN'S RESTROOM 109 166 SFMEN'S RESTROOM 110 127 SFOFFICE111 38 SFFAMILY DINING112 232 SFFAMILY DINING113 442 SFOUTDOOR DINING PATIO 114 588 SF4,839 SFBUILDING AREA (GROSS)AREA NAMESGROSS AREACOVERED ADDITION868 SFEXISTING RESTAURANT3,062 SFINDOOR ADDITION648 SFOUTDOOR PATIO625 SFTOTAL AREA5,203 SFKEYNOTES#DESCRIPTION#DESC.DATE 4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"OVERHANG4'-0"APPROXIMATE NEW ROOF LOCATION20'-5 1/4"EXISTING ROOF64'-6 3/4"OVERHANG4'-0"19'-6"OVERHANG4'-0"33'-0"OVERHANG4'-0"OVERHANG2'-0"APPROXIMATE NEW ROOF LOCATION29'-0"EXISTING ROOF+/- 56'-0"4'-0"4'-0"19'-0"45'-6" EXISTING ROOF+/- 68'-6"89'-0"37'-0"27'-6"64'-6"4" / 12"4" / 12"1/2" / 12"1/4" / 12"1/4" / 12"06 46 2907 71 23.E42 5/8" / 12"07 62 00.A6J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:12 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA112OVERALL ROOF PLAN -REMODELEDAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION06 46 29 WOOD FASCIA07 62 00.A6 PARAPET CAP FLASHING07 71 23.E4 6" X 5" BEVELED GUTTERFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.NORTH0'1'-6"3'-0"6'-0"12'-0"3/16" = 1'-0"REMODELED OVERALL ROOF PLAN#DESC.DATE L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"BBB05 52 0007 71 23.E406 46 2907 31 14EXISTINGADDITIONL10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"ABBA01BB07 31 1407 62 00.A607 71 23.E406 46 0007 71 23.E406 46 2906 22 00.A74" 12"4" 12"2x OVERBUILD ROOFEXISTING ROOFNEW MANSARD & FLAT ROOF.MATCH EXISTING ROOFLINEEXISTING ROOF05 52 00SLOPE TO BE 1:20 OR 1:12 MAX. W/ RAILINGS ON BOTH SIDESRAILINGS TO BE 36" IN HEIGHT.GUARDRAILS SHALL BE PROVIDED WHERE LOCATED MORE THAN 30" ABOVE GRADE07 71 23.J107 71 33J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:14 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA201EXTERIOR ELEVATIONSAGENCY REVIEW08/12/20221/4" = 1'-0"1EXTERIOR ELEVATION - FRONT1/4" = 1'-0"2EXTERIOR ELEVATION - LEFTKEYNOTES#DESCRIPTION05 52 00 METAL RAILINGS06 22 00.A7 1X8 WOOD TRIM06 46 00 WOOD TRIM06 46 29 WOOD FASCIA07 31 14 CLASS 'A' COMPOSITION SHINGLES07 62 00.A6 PARAPET CAP FLASHING07 71 23.E4 6" X 5" BEVELED GUTTER07 71 23.J1 DOWNSPOUT07 71 33 MANUFACTURED SCUPPERS#DESC.DATE L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"01AAA03EXISTINGADDITION07 31 1407 62 00.A607 71 23.E406 46 2906 22 00.A705 52 00L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"0605 52 00J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:17 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA202EXTERIOR ELEVATIONSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION05 52 00 METAL RAILINGS06 22 00.A7 1X8 WOOD TRIM06 46 29 WOOD FASCIA07 31 14 CLASS 'A' COMPOSITION SHINGLES07 62 00.A6 PARAPET CAP FLASHING07 71 23.E4 6" X 5" BEVELED GUTTER1/4" = 1'-0"3EXTERIOR ELEVATION - REAR1/4" = 1'-0"4EXTERIOR ELEVATION - RIGHT#DESC.DATE L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:21 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA203EXTERIOR ELEVATIONS -COLOREDAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION1/4" = 1'-0"1EXTERIOR ELEVATION - FRONT COLORED1/4" = 1'-0"2EXTERIOR ELEVATION - LEFT COLORED#DESC.DATE L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:27 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA204EXTERIOR ELEVATIONS -COLOREDAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION1/4" = 1'-0"3EXTERIOR ELEVATION - REAR1/4" = 1'-0"4EXTERIOR ELEVATION - RIGHT#DESC.DATE L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"3A3024A3025A3023" 12"3" 12"4" 12"4" 12"BABA07 71 23.J107 71 33A5021A5022A5024L10"ROOF MID-POINT15'-10"T.O.P.-L110'-0"3A3024A3025A3023" 12"3" 12"4" 12"4" 12"A5021A5022A5025J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:29 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA301BUILDING SECTIONSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION07 71 23.J1 DOWNSPOUT07 71 33 MANUFACTURED SCUPPERS1/4" = 1'-0"1BUILDING SECTION1/4" = 1'-0"2BUILDING SECTION#DESC.DATE L10"ROOF MID-POINT15'-10"1A301T.O.P.-L110'-0"2A301EXISTINGADDITIONA5026L10"1A301T.O.P.-L110'-0"2A301EXISTINGADDITIONL10"ROOF MID-POINT15'-10"1A301T.O.P.-L110'-0"2A301EXISTINGADDITION05J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:31 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA302BUILDING SECTIONSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION1/4" = 1'-0"3BUILDING SECTION1/4" = 1'-0"4BUILDING SECTION1/4" = 1'-0"5BUILDING SECTION#DESC.DATE 1A3012A3013A3024A30224'-6"4'-5"5'-1"3'-9"6'-9"6'-6"6'-9"3'-9"3'-9" 6'-0" 5'-9" 5'-6" 3'-6"9'-6"27'-6"OVERFLOWDINING106ABBAAAA020101056'-0" 10'-0"12'-6"2'-0"4.04.04.04.04.04.07.74'-0"5'-2"SLOPE1A3012A3015A302VERIFY IN FIELD+/- 32'-10 1/2"6'-0"7'-6"6'-0"19'-6"11'-6 1/2" 6'-0" 6'-0" 9'-4"FAMILY DINING105BBBBB056'-0" 10'-0"12'-6"7.04.04.04.04.07.07.728'-6"1'-11 3/4"EXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASES7.1WALL LEGENDNOTE:FOR VARIATIONS OF WALL TYPES -SEE SHEET A5017.07.47.37.27.54" INTERIOR WALL NON-RATED ASSEMBLY6" INTERIOR WALL NON-RATED ASSEMBLY7.67.7J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:33 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA401ENLARGED FLOOR PLANSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTIONFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.NORTHNORTH1/4" = 1'-0"1ENLARGED PLAN - OVERFLOW DINING1/4" = 1'-0"2ENLARGED PLAN - FAMILY DINING0'2'-0"4'-0"8'-0"16'-0"0'2'-0"4'-0"8'-0"16'-0"#DESC.DATE EXISTINGDEMOLITIONNEW CONSTRUCTIONCONSTRUCTION PHASES7.1WALL LEGENDNOTE:FOR VARIATIONS OF WALL TYPES -SEE SHEET A5017.07.47.37.27.54" INTERIOR WALL NON-RATED ASSEMBLY6" INTERIOR WALL NON-RATED ASSEMBLY7.67.73A3022'-3"23'-0"WOMEN'SRESTROOM109MEN'SRESTROOM110HALLWAY108OFFICE111FAMILY DINING112FAMILY DINING11303047.57.17.17.125'-3"2'-11 3/4"6'-2"2'-7 1/2"18'-1 1/2"2'-8"3'-0"1'-0"9'-1 3/4"27'-5"CLR.59" MIN.60" CLR.CLR.59" MIN.60" CLR.CLR.30" MIN.6'-8 3/4"17'-4 1/2"4'-1 1/2" 7'-1"13'-9"18" 18"A421321A4216452'-1 1/4"4'-7 1/2"NOTE:THE EXISTING RESTROOM LAYOUTS WILL BE UPDATED TO THE EXTENT POSSIBLE TO COMPLY WITH ACCESSIBLITY CODE.J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:34 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA402ENLARGED FLOOR PLANSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTIONFRAMING NOTES01. FRAMER SHALL PROVIDE INSULATION BAFFLES, DRAFT STOPPING AT 10 FT MAXVERTICAL AND ATTIC ACCESSES.02. CONTRACTOR TO VERIFY ALL FRAMING DIMENSIONS TO ENSURE ADACOMPLIANCE.03. FRAMER TO PROVIDE SOLID BACKING AT ALL VENTS, MECHANICAL REGISTERS,TOWEL BARS, AND GRAB BARS (SEE ACCESSIBILITY NOTES FOR BLOCKINGREQUIREMENTS).04. FRAMER TO VERIFY WITH KITCHEN EQUIPMENT SUPPLIER THAT WALLS ANDOPENINGS ACCOMODATE ALL EQUIPMENT.NORTH0'2'-0"4'-0"8'-0"16'-0"1/4" = 1'-0"1ENLARGED PLAN - OFFICE & RESTROOMS#DESC.DATE NOTES:(PER ICC/ANSI A117.1-2009 SECTION 404.2.3)EXCEPT AS PROVIDED IN SECTION 1003.5. ALL DOORS SHALL HAVE MINIMUM MANEUVERING CLEARANCES AS PER TABLES AND SHALL INCLUDE THE FULL CLEAR OPENING OF THE DOORWAY.1. PER ICC/ANSI A117.1-2009 SECTION 404.2.3. WHERE ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE OF A DOORWAY PROJECTS MORE THAN 8 INCHES BEYOND THE FACE FOF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR, MANEUVERING CLEARANCES FOR A FORWARD APPROACH SHALL BE PROVIDED.2. PER ICC/ANSI A117.1-2009 SECTION 404.2.5 DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES MIMIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.TABLE 404.2.3.2 -MANEUVERING CLEARANCES AT MANUAL SWINGING DOORSTYPE OF USEAPPROACH DIRECTIONDOOR SIDEFROM FRONTPULLPERPENDICULAR TO DOORPARRALLEL TO DOORMINIMUM CLEARANCESFROM FRONTFROM HINGEFROM HINGEFROM HINGEFROM LATCHFROM LATCHPUSHPULLPULLPUSHPULLPUSH60 INCHES48 INCHES60 INCHES54 INCHES42 INCHES (1)48 INCHES (1)48 INCHES18 INCHES0 INCHES (3)36 INCHES42 INCHES22 INCHES (3 & 4)24 INCHES24 INCHES1. ADD 6 INCHES IF CLOSER AND LATCH PROVIDED.2. ADD 6 INCHES IF CLOSER PROVIDED.3. ADD 12 INCHES BEYOND LATCH IF CLOSER AND LATCH PROVIDED.4. BEYOND HINGE SIDE.TABLE 404.2.3.3 -MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORSAPPROACH DIRECTIONMINIMUM MANEUVERING CLEARANCESPERPENDICULAR TO DOORPARRALLEL TO DOORFROM FRONTFROM NONLATCH SIDEFROM LATCH SIDE42 INCHES42 INCHES0 INCHES22 INCHES (1)24 INCHES1. BEYOND POCKET OR HINGE SIDEAPPROACH DIRECTIONMINIMUM MANEUVERING CLEARANCESFROM FRONTFROM SIDE48 INCHES42 INCHESTABLE 404.2.3.4 -MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS42 INCHES (2)CLR. MIN.30" KNEE SPACEREFLECTIVE SURFACEINSULATE HOTWATER AND DRAIN PIPES -TYP.SINK DEPTH 6 1/2" MAX.30"X48" CLEAR FLOORPLANFRONT ELEVATIONSIDE ELEVATIONHEIGHT: THE FRONT OF LAVS OR SINKS SHALL BE 34" MAX AFF MEASURED FROM THE COUNTER OR RIM, WHICHEVER IS HIGHER PER ANSI SEC. 606.3CLEAR FLOOR SPACE: A 30" X 48" MIN CLEAR FLOOR SPACE SHALL BE PROVIDED FOR FORWARD APPROACH PER ANSI SECTIONS 305 & 606.2.EXPOSED PIPES & SURFACES: UNDER SINKS WATER & DRAIN PIPES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PER ANSI SEC. 606.6.CONTROLS: ALL PARTS SHALL BE OPERABLE w/ ONE HAND AND MEET THE REQUIREMENTS OF ANSI SEC. 309.VANITY SPACE: SPACE COMPARABLE TO THAT OF OTHER UNITS IN THE SAME FACILITY TO BE PROVIDED AT THE VANITY IN ACC. UNITS PER ANSI SEC. 1002.11.2.1. MIRRORS: WHEN ABOVE LAVS, BOTTOM REFLECTIVE EDGE TO BE 40" MAX AFF PER ANSI SEC. 1003.11.2.3. WHEN NOT ABOVE LAVS, BOTTOM EDGE TO BE 35" MAX AFF PER ANSI SEC. 603.3.ACCESSORIES: COAT HOOKS, TOWEL BARS AND OTHER ACCESSORIES SHALL MEET THE REACH RANGE REQUIREMENTS OF ANSI SEC. 308. SHELVES SHALL BE 40" MIN. AND 48" MAX. PER ANSI SEC. 603.4.TYPE 'B' UNITS: -CLEAR FLOOR SPACE FOR PARALLEL APPROACH SHALL BE CENTERED ON THE LAV PER ANSI SEC. 1004.11.3.1.1.-CABINETRY IS PERMITTED UNDER LAVS IF IT IS REMOVABLE AND THE FINISHES EXTEND UNDER & BEHIND THE CABINET PER ANSI SEC. 1004.11.3.1.1 EX.MAX.21 1/2"17" MIN.25" MAX.BOT. OF MIRROR40" MAX.9" MIN. TOE. CLR.27" MIN. KNEE CLR.34" MAX. TOP OF RIM8"17" MIN.25" MAX.6"PERP. & PARALLEL APPROACHWALL MOUNTED WATER CLOSET7" -9"MIN.15"39" - 41" 18" MIN.54" MIN.39" - 41"MAX.12"42" MIN.1 1/2" MIN.36"19"15"CLR.18"MIN.19"MIN.12"GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX AFF. PER ANSI SEC. 609.4.1. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED PER ANSI SEC. 609.8. FIXED SIDE-WALL GRAB BARS SHALL BE 42" MIN. IN LENGTH, LOCATED 12" MAX. FROM REAR WALL AND EXTENDING 54" MIN. FROM THE REAR WALL. PER ANSI SEC. 604.5.1 EX. 1. SEAT HEIGHT: AT TYPE 'A' THE TOP OF THE WATER CLOSET SEAT SHALL BE 15" MIN AND 19" MAX PER ANSI SEC. 1003.11.2.4.5 CONTROLS: FLUSH CONTROLS SHALL COMPLY WITH ANSI SECTIONS 309 & 1003.9AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET 44" MAX AFF PER ANSI SEC.308.2.2WATER CLOSET POSITION: THE CENTERLINE OF THE WATER CLOSET SHALL BE 16" MIN. TO 18" MAX. FROM ONE SIDE OF THE REQUIRED CLEARANCE WALL PER ANSI SEC. 1003.11.2.4.1 AND1004.11.3.1.2.1 CLEAR FLOOR SPACE: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL TO THE REAR AND TO ONE SIDE PER ANSI SEC. 1003.11.2.4AND SEC. 1004.11.3.1.2. LAVATORIES SHAL COMPLY WITH ANSI SEC. 606.AND SEC. 1004.11.3.1.1.THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET PER ANSI SEC. 1003.11.2.4. AND SEC. 1004.11.3.1.2.2.TYPE 'B' UNITS: REINFORCEMENT SHALL BE PROVIDED FOR THE FUTURE INSTALLATION OF GRAB BARS AND AND SHOWER SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER COMPARTMENTS. PER ANSI SEC. 104.11.1.PUBLIC RESTROOMS: SEAT HEIGHT TO BE 17" MIN AND 19" MAX AFF PER ANSI SEC. 604.4.VERTICAL GRAB BAR IS REQUIRED.REFER TO ANSI SEC. 604FOR FURTHER REQUIREMENTS AT PUBLIC RESTROOMS.SIDE WALLBACK WALLCLR.18"60" MIN.56" MIN.43 1/4"PERP. & PARALLEL APPROACHFLOOR MOUNTED WATER CLOSETCLR.18"60" MIN.59" MIN.(TO TOP OF HOOK)48" MAX.(TO TOP OF SHELF)48" MAX.HOOKSHELF WHERE AN UNOBSTRUCTED FORWARD HIGH OR SIDE REACH RANGE IS PROVIDEDELECTRICAL PANEL(TO TOP OF BOX OPENING)48" MAX.FINISH FLOOR LINESEAT COVER DISPENSERSOAP DISPENSER36" MIN. TO 48" MAX.TO OPERABLE PARTS40" MAX.(36" MIN. TO BOTTOM OF BOX)48" MAX. (TO TOP OF BOX)(BOTTOM OF BOX)15" MIN.LIGHT SWITCH/THERMOSTATELECT./TEL./COMM./RECEPTACLESTOWEL BARMAX.24"MAX. SIDE REACH (FROM PARALLEL APPROACH)OVER AN OBSTRUCTION34" MAX.MAX. (TO TOP OF BOX)46"ELECTRICAL SWITCH,RECEPTACLE,OR HVAC CONTROL(TO TOP OF BAR)48" MAX.(TO TOP OF BOX)48" MAX.WHERE AN UNOBSTRUCTED FORWARD HIGH OR SIDE REACH RANGE IS PROVIDEDFINISH FLOOR LINE7'-9 1/2" CLR.10 28 00.C310 28 00.C122 40 00.E210 28 00.A2CLR.18"CLR.18"CLR.18"T.O.SINK2'-10"4"3'-0"3'-10"13'-7 1/2" CLR.8 1/2"4'-9"10'-0"KN.SPACE27" CLR.10 28 00.C110 28 00.C222 40 00.E210 28 00.A2T.O.SINK2'-10"3'-4"3'-10"7'-9 1/2" CLR.10'-0"10 28 00.A1922 40 00.A212 36 008'-2"4'-10 3/4"13'-0 3/4" CLR.3'-10"3'-0"4"T.O.SINK2'-10"10'-0"CLR.18"KN.SPACE27" CLR.22 40 00.E510 28 00.C110 28 00.C222 40 00.E210 28 00.A27'-4 1/4" CLR.10 28 00.C110 28 00.C310 28 00.A222 40 00.E23'-2"7'-4 1/4" CLR.10'-0"3'-10"3'-0"4"T.O.SINK2'-10"10 28 00.A1922 40 00.A212 36 00J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:37 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA421INTERIOR ELEVATIONS -RESTROOMSAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION10 28 00.A2 TOILET TISSUE DISPENSER10 28 00.A19 MIRROR10 28 00.C1 GRAB BAR10 28 00.C2 36" GRAB BAR10 28 00.C3 42" GRAB BAR12 36 00 COUNTERTOPS22 40 00.A2 LAVATORY/FAUCET22 40 00.E2 WATER CLOSET22 40 00.E5 URINALMANEUVERING CLEARANCES AT DOORSBATH LAV. / ACCESSORIESW/C REQUIREMENTSMOUNTING HEIGHTS FOR ACCESSIBLE FIXTURES AND CONTROLS1/4" = 1'-0"1WOMEN'S RESTROOM1/4" = 1'-0"2WOMEN'S RESTROOM1/4" = 1'-0"3WOMEN'S RESTROOM1/4" = 1'-0"4MEN'S RESTROOM1/4" = 1'-0"5MEN'S RESTROOM1/4" = 1'-0"6MEN'S RESTROOM#DESC.DATE NON-RATED WALL ASSEMBLY (INTERIOR WALLS)7.0SEE INTERIOR ELEVATION SHEETS FOR FINISH HEIGHTS.ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR 5/8" MARINE GRADE PLYWOOD OR 5/8" FIRE-RATED PLYWOOD APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 4" OR 6" METAL STUDS @16" O.C. WITH 1-1/4" TYPE W DRYWALL SCREWS 12" O.C.• AT KITCHEN LOCATIONS, EXTEND MARINE GRADE PLYWOOD FROM THE GROUND TO 8'-0" A.F.F. GYPSUM WALLBOARD ABOVE.• AT BRICK VENEER FINISH LOCATIONS, PROVIDE PLYWOOD INSTEAD OF GYPSUM FOR MOUNTING.• SEE MATERIAL CALLOUTS AND SCHEDULE FOR WALL ASSEMBLY.CC7.1EE7.2CB7.3CB7.4DB7.5CB7.6EBDEECAAKITCHENKITCHENKITCHENKITCHENKITCHENKITCHENBEVERAGE / BAR / OFFICE / MISCBAR SEATINGWAITINGWAITINGWAITINGNON-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 WALLBOARDEXTERIORINTERIORGHKEF9.0-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)INTERIOREXISTING ROOF ASSEMBLYMETAL STUDS AT 16" O.C.FINISH PER WALL TYPEMETAL STUD TOP TRACK2-NO. 8 SCREWS EACH END OFSTUDS, ONE PER FLANGE2-NO. 8 SCREW AT EACH JOISTH.M. DOOR -SEE DOORSCHEDULE -PAINTMETAL DOOR THRESHOLDDOOR SHOENOTE: ALL STRUCTURAL MATERIAL EXPOSED TO WEATHER, TO BE PRESSURE TREATED OR OF A MATERIAL NATURALLY RESISTANT TO DECAY.1 3/4"3 7/16" 1 3/4"HOLLOW METAL DOOR HEADH.M. DOOR -SEE DOORSCHEDULE -PAINT2"3/4"1 3/4"3 7/16"1 3/4"3/4"2"SEALANT AND BACKER RODHOLLOW METAL DOOR JAMBH.M. DOOR -SEE DOORSCHEDULE -PAINTMETAL STUDS AT 16" O.C.EXISTING CONDITIONFINISH PER WALL TYPEWALL BASE1/2" DIA. CINCH ANCHORS @24" O.C. OR HILTI X-DNI PINS @12" O.C.METAL STUD BOTTOM TRACK2-NO. 8 SCREWS EACH END OFSTUDS, ONE PER FLANGE7.7KEENON-RATED ROOF/CEILING TJI ASSEMBLY (ROOF)9.1-TPO ROOFING-1/2" SECURE ROCK GYPSUM SHEATHING-TAPERED RIGID INSULATIONPER 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 STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8D NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" LESS THAN REQUIRED BY CHAPTER 23. 2. BASE LAYER: 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. 3. FACE LAYER: 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. EXTERIORUNIT132R-11 SPRAY-FOAM INSULATIONR-38 BATT INSULATIONJ O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:39 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA501DETAILSAGENCY REVIEW08/12/2022(7.0) NON-RATED ASSEMBLYMATERIAL SCHEDULEID. DESCRIPTIONA 3.5" METAL STUD @ 16" 0.C.B 6" METAL STUD @ 16" O.C.C 5/8" MARINE GRADE PLYWOOD SHEATHINGD 5/8" FIRE RATED PLYWOOD SHEATHING IN ACCORDANCE W/ CODEE 5/8" THK TYPE 'X' GYPSUM WALL BOARDF SIDING PER EXTERIOR ELEVATIONSG RAINSCREEN FURRING STRIPSH 7/16" EXTERIOR GRADE PLYWOOD SHEATHINGK 2x6 WOOD STUDS AT REQUIRED SPACING BY STRUCTURAL ENGINEER.R CLASS 'A' COMPOSITION SHINGLES(4.0) NON-RATED ASSEMBLY(9.0) NON-RATED ASSEMBLY1" = 1'-0"7INTERIOR WALL / ROOF3" = 1'-0"1DOOR SILL3" = 1'-0"2DOOR HEAD3" = 1'-0"3DOOR JAMB1" = 1'-0"6PARTITION FOOTING(9.1) NON-RATED ASSEMBLY#DESC.DATE INTERIOR FLOORGRADENOTES:SEE STRUCTURAL FOR FOOTING REQUIREMENTS.4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A501SIDING PER ELEVATIONS-4" CONC. SLAB-6 MIL. VAPOR BARRIER-FREE-DRAINING MATERIALDRAIN SYSTEM PER CIVILDRAWINGS24" BELOW GRADEFROST DEPTHMATCH EXISTINGPAINTED METAL FLASHING w/END DAM & HEMMED EDGE.R-21 BATT INSULATIONINTERIOR FLOOREXTERIOR WALKWAY DRAIN SYSTEM PER CIVILDRAWINGS24" BELOW GRADEFROST DEPTHHEIGHTMATCH EXISTING-4" CONC. SLAB-6 MIL. VAPOR BARRIER-FREE-DRAINING MATERIAL4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A501NOTES:SEE STRUCTURAL FOR FOOTING REQUIREMENTS.R-21 BATT INSULATIONSLOPE2-PLY BASE FLASHING O/CONT. CANT OR CRICKET -SLOPE TO DOWNSPOUT4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A501CLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERROOF SHEATHING PERSTRUCTURALNOTE:SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILSROOF TO WALL VENTING, SEEROOF PLAN FOR LOCATIONSMATCH EXISTING TRIMFRAMING PER STRUCTURAL2" CONTINUOUS SOFFITVENTSSIDING PER ELEVATIONSR-21 BATT INSULATIONSPRAY FOAM INSULATION w/ SLOPED RIGID OVER. R-38 COMBINED REQUIRED.EXTEND WEATHER RESISTIVEBARRIER OVER PARAPET4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A501CLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERROOF SHEATHING PERSTRUCTURALNOTE:SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILSMATCH EXISTING TRIM2" CONTINUOUS SOFFITVENTS2X BLOCKING W/ (3) 2" DIA.SCRFEENED VENT HOLESR-49 BATT INSULATIONR-21 BATT INSULATION4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A501CLASS 'A' COMPOSITION ROOFSHINGLES O/ 15# BUILDINGPAPERROOF SHEATHING PERSTRUCTURALNOTE:SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAILSMATCH EXISTING TRIMTPO ROOFING SYSTEM o/SLOPE RIGID INSULATIONR-49 BATT INSULATIONR-21 BATT INSULATIONSPRAY FOAM INSULATION w/ SLOPED RIGID OVER. R-38 COMBINED REQUIRED.J O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:40 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA502DETAILSAGENCY REVIEW08/12/20221" = 1'-0"1EXT. FOOTING @ GRADE1" = 1'-0"4EXT. FOOTING @ WALKWAY1" = 1'-0"6MANSARD ROOF1" = 1'-0"2ROOF @ EXT. WALL1" = 1'-0"5GIRDER TRUSS CONNECTION#DESC.DATE ASINGLE FLUSHGROLL-UP GARAGEO = FIXED PANE / X = OPERABLE / T = TEMPERED1A6002A600PER SCHED.PER SCHED.PER SCHED.SCHED.PERHEXTERIOR GATESCHED.PERSCHED.PER1 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 A5011 3/4"3 7/16"1 3/4"3/4"2"4.0NON-RATEDEXTERIOR WALLASSEMBLY -SHEET A5012X 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 A5012X 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 A501COR-A-VENT INSECT SCREENVINYL 'J' TRIM1 3/4" PREFINISHED WINDOWTRIMSELF FLASHING WINDOW SILLSCHED.PERACASEMENTBFIXEDSCHED.PERSCHED.PERO = FIXED PANE / X = OPERABLE / T = TEMPERED3A6004A6005A600PER SCHED.SCHED.PERSCHED.PERPER 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+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:43 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA600DOOR / WINDOW SCHEDULEAGENCY REVIEW08/12/2022DOOR SCHEDULELOCATION TYPE MARK TYPE THICKNESS WIDTH HEIGHT FIRE RATING FRAME TYPE CORE TYPE DOOR NOTESOVERFLOW DINING 01 A 3'-0" 7'-0" NR MTL. H.C. 1,8,19,20,24OVERFLOW DINING 02 A 3'-0" 7'-0" NR MTL. H.C. 1,8,9,25EXTERIOR 03 A 1 3/4" 3'-0" 7'-0" NR MTL. H.C. 1,4.8,9,19,24OFFICE 04 A 1 3/4" 3'-0" 6'-8" NR MTL. S.C. 1,8,18,20,24OVERFLOW DINING 05 G 1 1/2" 16'-0" 8'-0" NR MTL. -- 8OUTDOOR DINING PATIO 06 H 1 1/2" 3'-0" 3'-6" NR MTL. -DOOR 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 SILLWINDOW SCHEDULETYPE MARK WINDOW TYPEWINDOW FRAMETYPECT. WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT FIRE RATING WINDOW NOTESA CASEMENT METAL 5 4'-0" 3'-0" 7'-0" 4'-0" NRB FIXED METAL 7 5'-0" 3'-0" 7'-0" 4'-0" NRWINDOW LEGEND#DESC.DATE GYPSUM CEILINGSUSPENDED CEILING TILESYSTEMREFLECTED CEILING PLAN LEGENDEXISTING SOFFITLED VAPOR LIGHTSCONCECHANDELIERPENDENT -BARPENDENT -TABLETRACK LIGHTINGRECESSED CAN LIGHTCUSTOM LIGHT FIXTURE+9'-11 1/2"3" / 12"3" / 12"19'-6"4'-0"33'-0"4'-0"+/- 56'-6" EXISTING4'-0"2'-0"81'-0"4'-0" 4'-0"VERIFY IN FIELD+/- 33'-0"16'-7 3/4"15'-3 1/2"16'-0 3/4"4'-0"81'-0"4'-0"2'-0"89'-0"4'-0"56'-6"4'-0"37'-6"19'-0"4'-0"15'-0"+9'-11 1/2"+9'-11 1/2"+9'-11 1/2"+9'-11 1/2"+9'-11 1/2"+9'-11 1/2"+12'-3 1/4"+9'-11 1/2"LATERAL BRACING:4 -#12 G.A. WIRES IN PLANE OF EACH RUNNER 4 FULL TURNS AT EACH ENDVERTICAL HANGER:12 G.A. @ 4'-0" O.C. IN BOTH DIRECTIONS MIN. AND AT EACH ENDACOUSTICAL PANELCOMPRESSION STRUT @ 12'-0" O.C. EACH WAY (START FIRST POINT WITHIN 6'-0" FROM EACH WALL)CROSS RUNNERMAIN RUNNER2" MAX. FROM BRACE WIRES TO CROSS RUNNER45° MAX.4 5 ° M A X .(2) 12 GA SLACK WIRES AT DIAGONAL FIXTURE CORNERS ATTACH TO STRUCTURE ABOVELIGHT FIXTURE CLIPS ATTACH TO MAIN CEILING TEE AT EACH CORNER (4) PER FIXTUREMAIN TEECROSS TEELIGHT FIXTURE SEE ELEC.CEILING TILE1/2" MAXWALL -SEE PLANACOUSTICAL PANELS1" STEEL PERIMETER ANGLECONTINUOUS WITH #10 SELFTAPPING SCREWS TO EACHSTUD. FINISH TO MATCHCEILING SYSTEM.MAIN RUNNERS8" MAXHANGER WIREJ O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:45 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA701REFLECTED CEILING PLANAGENCY REVIEW08/12/2022KEYNOTES#DESCRIPTION0'1'-6"3'-0"6'-0"12'-0"3/16" = 1'-0"REMODELED REFLECTED CEILING PLANNORTH1 1/2" = 1'-0"3TYP. SUSPENDED CEILING1 1/2" = 1'-0"4TYP. SEISMIC FASTENINGFOR LIGHT FIXTURE3" = 1'-0"2TYP. SUSP. CEILING EDGE#DESC.DATE PUSH BUTTONELECTRICAL LEGEND•OUTLET -GFI SINGLEGFIOUTLET -GFI WEATHER PROOFWPOUTLET -DUPLEXOUTLET -DUPLEX W/ SWITCHPOINT OF SERVICEPOSTELEPHONEOUTLET -TELEVISIONTVTHERMOSTATTSWITCH -SINGLEOUTLET -2x CAT5 DATASWITCH -THREE WAY3CEILING MOUNTED SPEAKERSKDS SCREEN KDSALARM BOXANETWORK WALLNWA2011A2012A2023A202424'-6"+/- 56'-6" EXISTING9'-4"37'-6"VERIFY IN FIELD+/- 32'-10 1/2"16'-9 1/4"15'-3 1/2"16'-0 3/4" 4'-0" 12'-4"19'-6"9'-6"27'-6"9'-8"46'-10"81'-0"16'-4"81'-0"12'-4"56'-6"56'-6"7'-0"SSSSSSSSSSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSKDSPOSPOSPOSTVTVTVTVTVANWJ O B N O. :I S S U E D A T E :D R A W N B Y :R E V I S E D :S H E E TP R O J E C TSTATE OF WASHINGTONFAX:PHONE:207 FOURTH AVENUE SOUTHEAST,PUYALLUP, WASHINGTON 98372ROSS DECKMAN & ASSOCIATES INC.REGISTEREDARCHITECTR D A253 . 840 . 9405253 . 840 . 9503+-WILLIAM BOWDISH8925APPROVAL STAMPSP:\2121 Farrellis Yelm\05-Drawings\2121 Farrellis Yelm V1.rvt8/12/2022 4:01:48 PMFARRELLI'S PIZZA813 YELM AVE WYELM, WASHINGTON, 98327212108/12/2022bmA801LOW VOLTAGE PLANAGENCY REVIEW08/12/2022NORTH0'1'-6"3'-0"6'-0"12'-0"KEYNOTES#DESCRIPTION3/16" = 1'-0"LOW VOLTAGE FLOOR PLANTHE ELECTRICAL NOTES PROVIDED ON THIS SHEET, AND IN THIS SET OF CONSTRUCTIONDOCUMENTS, IN NO WAY, EXCLUDES ADDITIONAL REQUIREMENTS PERTINENT TO THEAPPROVAL BY THE LOCAL JURISDICTION. THESE NOTES SERVE ONLY AS A BASIS FOROWNER INTENTIONS. THE CURRENT VERSIONS OF THE UNIFORM AND INTERNATIONALCODES, LOCAL BUILDING CODES, AND THE ICC/ANSI A117.1-2009 SHALL BE CONSULTEDFOR COMPLETE REQUIREMENTS.#DESC.DATE