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HomeMy WebLinkAboutAPPROVED Comm_J41517_Layout 2of2 (1)2ndFLOORROOFTRUSS SETTINGPLAN ALLCEILINGSBELOW NOMINALBEARINGFRAMED DOWNBYOTHERS ODDSPACE11'-4"BEARING CONCRETEBEAM BOTTOMAT11'-4" 23'-4"BEARING 12 5 51/4"2'-0" TYPICAL OVERHANG/PITCH DETAIL USPorEQUIV. HANGERS HUS26(15) THD26-2(2) Indicates Left End Of Truss On Layout &Engineering Sheets M02G M01 M01 M01 M01 M01 M01 M01 M01 M01M03G ZHJ7ZCJ1 ZCJ3 ZCJ5ZCJ1ZCJ3ZCJ5 ZEJ7 ZHJ7ZCJ1ZCJ3ZCJ5ZCJ1 ZCJ3 ZCJ5 ZEJ7G12G11G10G09G08K01G G07H04GH03H02H01ZMG5 ZM5 ZM5 G06G05G04G03G02G01MG7CZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZEJ7 ZEJ7 L02GL01ZHJ7BZCJ1 ZCJ3 ZCJ5B ZCJ1ZCJ3ZCJ5ZEJ7BZHJ7BZCJ1 ZCJ3 ZCJ5B ZCJ1ZCJ3SZCJ5SZEJ7B K03G K02 ZHJ7ZCJ1ZCJ3ZCJ5ZCJ1 ZCJ3 ZCJ5 ZEJ7ZHJ7ZCJ1ZCJ3ZCJ5ZCJ1 ZCJ3 ZCJ5 ZEJ7ZEJ7ZEJ7M01 MV2 MV4 MV6 MV8 MV2 MV4 MV6 HUS26HUS26 HUS26HUS26HUS26 HUS26THD26-2 HUS26HUS26HUS26HUS2613' 0" 6' 0" 10' 0" 11' 0" 26' 4"8' 4"45' 8" 3' 4"16' 8"7' 6"10' 4"19' 4"8' 6"45' 8"45' 8"3' 4"45' 8"4' 8" 7' 0" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 7' 0"7' 0"2' 0"2' 0"2' 0"7' 0" 2' 0" 1' 8 11/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 4"2' 0" 2' 0" 20.0-10.0-0.0-10.0 1.25 (LATEST=/ / II D 175 ENCLOSED FBC 2020/TPI2014 ASCE 7-16 C&C Hybrid MWFRS 28 ft NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVES TRUSSPLACEMENTPLAN APPROVALCOPYDONOTUSETOSETTRUSSESUNLESSSTAMPED"FINAL"------------>ALL BEAMS BY BUILDER NOTE: Byapprovingthisplacementplan(s),signatured anywhereonthissheet,thecustomerorhis representitiveacknowledgesthatthisplacementplan complieswiththestructuralintentoftheproject. Thecustomeralsoacknowledgesthatthisapproval authorizesEASTCOASTTRUSStomanufacturethese trussesanddeliverthemtotheprojectindicatedonthis drawing. Thecustomeralsoacknowledgesthathe/sheaccepts financialresponsibilityforanyrepair,engineering,and laborrequiredduetoerrorsotherthanthoseofEAST COASTTRUSS. Signed:__________________Date:___________ (1/4"ifplotted24x36).DesignedBy:BH CAUTION:SPANSGREATERTHAN30'-0" MUSTBESETWITHASPREADERBAR.THE SPREADERBARSHOULDBEATLEAST1/2 TO 2/3INLENGTHASTHESPANOFTHETRUSS BEINGSET. REFERTOBCI-B1FORCOMPLETE ERECTIONANDSAFETYPROCEDURES. DEFINITIONS MWF=MAINWINDFORCE C&C=COMPONENTSANDCLADDING TOB=TOPOFBEARING TC=TOPCHORD BC=BOTTOMCHORD LL =LIVELOAD DL =DEADLOAD psf=POUNDSPERSQUAREFOOT #=POUNDS Page2of2-THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS 2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:AJT Const. Consulting JOBNAME:Fingerhut ADDRESS:8228 S. Ocean Drive CITY/COUNTY:Jensen Beach INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"SWARNING* GRAVITY LOADS LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf 1- 2- 3- 4- 5- 6- REVISIONS UPLIFTMUSTBY-PASSFLOORTRUSSES UNLESSSHOWNONENGINEEREDTRUSS DRAWING. ALLGIRDER/COLUMNLOADSMUST BY-PASSFLOORTRUSSUNLESSSHOWN ONENGINEEREDTRUSSDRAWING. -SEEFINALENGINEERINGSHEETSFORTHE STRUCTURALDATA,NUMBEROFGIRDERANDTRUSS PLIESANDTHECONNECTIONINFORMATION. -OURDESIGNDEPARTMENTMUSTAPPROVE ALTERATIONSAND/ORREPAIRSTOTRUSSESIN ADVANCE. CODE= DESIGNCRITERIA= OCCUPANCYCATEGORY= EXPOSURE= MWFSPEED= BUILDINGTYPE= MEANHEIGHT:Page2of2-BACKCHARGESWILLNOTBEACCEPTEDUNLESSOUR DESIGNDEPARTMENTAPPROVESTHEMINADVANCE -ALLHANGERSARESIMPSONSTRONG-TIEORUSP UNLESSOTHERWISENOTED.INSTALLHANGERS ACCORDINGTOTHECURRENTSIMPSONSTRONG-TIE ORUSPCATALOG -BRACING: 1)FORTHEERECTIONBRACINGFOLLOW INSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETS 2)PERMANENTBRACINGFORTHESTRUCTUREISHE RESPONSIBILITYOFOTHERS. 3)INSTALLWEBBRACINGASSTATEDONSEALED ENGINEERINGTRUSSDRAWINGS. JOB#J41517UPPERROOF MODEL:Custom SFR SQFT3382 ft²1801sqftUPPER DATE3/02/2021 ROOF:DURFACTOR= PSF=TCLL-TCDL-BCLL-BCDL *WARNING*ALLBEARINGPOINTS MUSTBEINSTALLEDPRIORTO INSTALLINGANYTRUSSES!FAILURETO DOSOMAYRESULTINDAMAGEDTRUSSESANDWILL VOIDALLWARRANTIES. 5285ST.LUCIEBLVD.FT.PIERCE,FL34946 OFFICE:(772)466-2480FAX:(772)466-5336 ENGINEERED TRUSSSYSTEMS EASTCOASTTRUSS TIMBER PRODUCTS