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HomeMy WebLinkAboutTruss Placement Plan 2021 01 27 - Klein 2104Truss Connector Total List Manuf Product Qty LSSH210 4 THD26-2 2 CRICKETBYBLDR. REQUIRED BEARINGELEVATIONS 21'-8"A.F.F. EXISTING HEEL 3.5 12 BSPANENDDETAIL THISAREAHAND FRAMEDINFIELD RAKEWALLSPANRAKEDWALL 2/12CLG.SLOPE 123.5 HEEL ASPANENDDETAIL USP USP Indicates Left End Of Truss On Layout &Engineering Sheets A01GA02A02A02A02A02A03A03A03A03A03A01GMG1 A04A04A04A04B03GB02ZHJ3ZHJ3ZEJ3 ZEJ3 ZCJ1ZCJ1 ZEJ3 ZEJ3 ZCJ1 ZCJ1ZEJ3B04GB02ZHJ3 ZHJ3AZEJ3 ZEJ3 ZCJ1 ZCJ1ZEJ3 ZEJ3 ZCJ1 ZCJ1AZEJ3 B01B01THD26-2THD26-2 LSSH210 LSSH210 LSSH210 LSSH21030' 2" 15' 0"14' 2"16' 8"11' 0" 3' 11 1/2"20' 0"12' 5 1/2"1' 4" 1' 4" 1' 4"1' 4"2' 0" 20' 6 1/2"9' 7 1/2" 2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0"2' 0" 5"1' 7 1/2"2' 0"2' 0"2' 0"2' 0" 3' 0"2' 0"2' 0"3' 0"2' 0"2' 0" 1' 0"1' 4"1' 4"1' 4" 1' 4" 1' 4"5' 9"4' 10"15' 5 1/2"1' 0"1' 4"FBC 2020/TPI2014 ASCE 7-16 MWFRS II D 170 ENCLOSED 23.50 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:Masterpiece Builders JOBNAME:Klein Residence ADDRESS:12772 NW Mariner Ct. CITY/CNTYPalm City / Martin 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#J40837 JOB# MODELCustom / Addition GARAGE SQFT11 DATE12/10/20 LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf (1/4"ifplot18x24).Designedby:SJMASTER#Mstr#.APPROVALCOPY..DONOTUSETOSETTRUSSESUNLESSSTAMPED"FINAL"-------------------->-SEEFINALENGINEERINGSHEETSFORTHE STRUCTURALDATA,NUMBEROFGIRDERAND TRUSS PLIESANDTHECONNECTIONINFORMATION. -OURDESIGNDEPARTMENTMUSTAPPROVE ALTERATIONSAND/ORREPAIRSTOTRUSSESIN ADVANCE. FLOOR:DURFACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL ROOF:DURFACTOR=1.33 PSF=TCLL-TCDL-BCLL-BCDL 30.0,15.0,10.0,10.0 40.0,10.0,0.0,5.0 (LATEST=01/26/21) *WARNING*ALLBEARINGPOINTSMUSTBE INSTALLEDPRIORTOINSTALLINGANY TRUSSES!FAILURETODOSOMAYRESULTINDAMAGEDTRUSSESAND WILLVOIDALLWARRANTIES.