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Home My WebLink Abouttruss (2)FLOORMOUNTEDAHU5 12 41/16"2'-0" TYPICAL OVERHANG/PITCH DETAIL Indicates Left End Of Truss On Layout &Engineering SheetsA07GA05A04A03A02ZHJ7 ZHJ7ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 A06GA05A04A03A02ZHJ7ZHJ7ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ1 ZCJ3 ZCJ5ZCJ1ZCJ3ZCJ5 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7A01A017' 0"7' 0" 36' 0"34' 0" 28' 0"8' 0"13' 4"20' 8"2' 0"2' 0"2' 0"2' 0"2' 0" 2' 0" 2' 0"2' 0"2' 0"2' 0"FBC 2017/TPI2014 ASCE 7-10 MWFRS II D 170 ENCLOSED 15FT 5285ST.LUCIEBLVD.FT.PIERCE,FL34946 OFFICE:(772)466-2480FAX:(772)466-5336 ENGINEERED TRUSSSYSTEMS EASTCOASTTRUSS TIMBER PRODUCTS 1 2 3 4 5 6 UPLIFTMUSTBY-PASSFLOORTRUSSES UNLESSSHOWNONENGINEEREDTRUSS DRAWING. ALLGIRDER/COLUMNLOADSMUST BY-PASSFLOORTRUSSUNLESSSHOWN ONENGINEEREDTRUSSDRAWING. *BUILDER"SWARNING* REVISIONS Page1of1GRAVITY LOADS INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode CAUTION:SPANSGREATERTHAN30'-0" MUSTBESETWITHASPREADERBAR.THE SPREADERBARSHOULDBEATLEAST1/2TO 2/3INLENGTHASTHESPANOFTHETRUSS BEINGSET. REFERTOBCI-B1FORCOMPLETE ERECTIONANDSAFETYPROCEDURES.Page1of1CODE= DESIGNCRITERIA= OCCUPANCYCATEGORY= EXPOSURE= MWFSPEED= BUILDINGTYPE= MEANHEIGHT= APPROVALNOTE: Byapprovingthisplacementplan(s),signaturedanywhereonthissheet,the customerorhisrepresentitiveacknowledgesthatthisplacementplancomplies withthestructuralintentoftheproject. ThecustomeralsoacknowledgesthatthisapprovalauthorizesEAST COASTTRUSStomanufacturethesetrussesanddeliverthemtotheproject indicatedonthisdrawing. Thecustomeralsoacknowledgesthathe/sheacceptsfinancial responsibilityforanyrepair,engineering,andlaborrequiredduetoerrors otherthanthoseofEASTCOASTTRUSS. Signed:_________________________ _ Date:___________________________ _ NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVES 2X6STRONGBACKBRACING,10'-0"O.C.,ISRECOMMENDEDON FLOORTRUSSESSPANNING20'-0"ORMORE CUSTOMER:Gale Construction JOBNAME:King ADDRESS:7273 S. Indian River Dr. CITY/CNTYFt. Pierce ALL BEAMS BY BUILDER TRUSSPLACEMENTPLAN -BRACING: 1)FORTHEERECTIONBRACINGFOLLOWINSTRUCTIONS ONTHEBCSI-B1SUMMARYSHEETS 2)PERMANENTBRACINGFORTHESTRUCTUREISHE RESPONSIBILITYOFOTHERS. 3)INSTALLWEBBRACINGASSTATEDONSEALED ENGINEERINGTRUSSDRAWINGS. -BACKCHARGESWILLNOTBEACCEPTEDUNLESSOUR DESIGNDEPARTMENTAPPROVESTHEMINADVANCE -ALLHANGERSARESIMPSONSTRONG-TIEORUSPUNLESS OTHERWISENOTED.INSTALLHANGERSACCORDING TOTHECURRENTSIMPSONSTRONG-TIEORUSPCATALOG -THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS JOB#J40569 MODELCustom SFR SQFT1235 ft² DATE10/22/20 LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf (1/4"ifplot18x24).Designedby:BH .APPROVALCOPY..DONOTUSETOSETTRUSSESUNLESSSTAMPED"FINAL"-------------------->-SEEFINALENGINEERINGSHEETSFORTHE STRUCTURALDATA,NUMBEROFGIRDERAND TRUSS PLIESANDTHECONNECTIONINFORMATION. -OURDESIGNDEPARTMENTMUSTAPPROVE ALTERATIONSAND/ORREPAIRSTOTRUSSESIN ADVANCE. ROOF:DURFACTOR=1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0-10.0-0.0-10.0 (LATEST=/ /) *WARNING*ALLBEARINGPOINTSMUSTBE INSTALLEDPRIORTOINSTALLINGANY TRUSSES!FAILURETODOSOMAYRESULTINDAMAGEDTRUSSESAND WILLVOIDALLWARRANTIES.