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Home My WebLink AboutTRUSS J43413_Digital_Layout (3)3/12 RoofPitch 3/12 RoofPitch 4/12 RoofPitch 4/12 RoofPitch 0"Tails 17'-4"TopofBrg 4 8" CMU TypEndDetail @0"Tails3-15/16"4 8" CMU TypEndDetail @4-1/2"Cantilever3-15/16"4-1/2"Cantilever 4-1/2"Cantilever4-1/2"CantileverIndicates Left End Of Truss On Layout &Engineering SheetsA01G A02A03A04A16GA15A14A13A12A11A10A09A05A06A07A08A09A09A09A09A09A09Z H J 1 0 Z H J 1 1 ZCJ1BZCJ2AZCJ3BZCJ4BZCJ3 ZCJ6A ZCJ6B ZCJ5A ZCJ4A ZCJ2 ZCJ1A ZCJ1CZCJ2BZCJ3CZCJ4CZCJ3 ZCJ6A ZCJ6 ZCJ5 ZCJ4 ZCJ3A ZCJ1 21' 6"21' 6"47' 8" 47' 8" 9' 0" 9' 0" 2' 0"2' 0"2' 0"2' 0"2' 1"2' 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"2' 0"2' 0"2' 0"6' 0" 12' 5" 12' 5" FBC 2020/TPI2014 ASCE 7-16 MWFRS II D 160 ENCLOSED 20 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:Mel-Ry Construction JOBNAME:Gonzalez Res ADDRESS:151 Nettles CITY/CNTYPSL 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#J43412 JOB# MODELModel GARAGE SQFT1254 DATE12/20/21 LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf (1/4"ifplot18x24).Designedby:COMASTER#Mstr#.APPROVALCOPY..DONOTUSETOSETTRUSSESUNLESSSTAMPED"FINAL"-------------------->-SEEFINALENGINEERINGSHEETSFORTHE STRUCTURALDATA,NUMBEROFGIRDERAND TRUSS PLIESANDTHECONNECTIONINFORMATION. -OURDESIGNDEPARTMENTMUSTAPPROVE ALTERATIONSAND/ORREPAIRSTOTRUSSESIN ADVANCE. FLOOR:DURFACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL ROOF:DURFACTOR=1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0-15.0-0.0-10.0 40.0,10.0,0.0,5.0 (LATEST=/ /) *WARNING*ALLBEARINGPOINTSMUSTBE INSTALLEDPRIORTOINSTALLINGANY TRUSSES!FAILURETODOSOMAYRESULTINDAMAGEDTRUSSESAND WILLVOIDALLWARRANTIES.