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Home My WebLink AboutTRUSS J43412_Digital_Layout (2)Down 8'-0"TopofBrg TypFloorTrussConn (2)2x8 Ledger (byBldr) 16"Deep4x2/ 24"o.c.2ndFLElev @9'-4" 8"CMU Wall Indicates Left End Of Truss On Layout &Engineering Sheets FG03FG02FL08FL08FL07FL06FL06FL06FG01 FL09FL09FL09FL09FL09FL09FL10FL10FL10FL10FL10FL11FL12FL03FL02FL01FL01FL02FL03FL04FL05BY BLDRBY BLDRBY BLDRBY BLDRTHD28-2THD28-2 THD48THD48THD48THD48THD48THD4847' 8"21' 6"7' 8"16' 7"3' 1 1/2" 2' 0"2' 0"2' 0"1' 10"2' 0"2' 0"2' 0"2' 0"2' 0"21' 6"12' 5" 3' 1 1/2"3' 4"12' 10 1/8" 47' 8"12' 5"6' 10"9' 6"9' 6"4' 7" 2' 0"2' 0"1' 10"2' 0"2' 0"2' 0"1' 2 7/8"2' 0"2' 0"2' 0"2' 0"1' 10 1/4"22' 11 11/16"11' 10 3/16" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 1 3/4"1' 10 1/4"FBC 2020/TPI2014 ASCE 7-16 MWFRS II D 160 ENCLOSED 20.00 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 SQFT1243 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.