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HomeMy WebLinkAboutTruss Layout9'-4"BEARING 11'-4"BEARING 14'-0"BEARING 9'-4"FLATCEILING 11'-4"FLATCEILING 14'-0"FLATCEILING 12"DEEPCOFFER CEILING ODDSPACE ODD SPACE USPor EQUIV. HANGERS HUS26(17) 6 12 2x6 2 x 6 2'-0"6 3/8" 12 6 1'-0"3'-2" 2'-6" 2'-0" 2x6 2 x 6 TYPICAL OVERHANG/PITCH DETAIL COFFER CEILING DETAILAT THEBEARING ATTIC STORAGE ATTIC ACCESS PIGGYBACKLINE IndicatesLeftEndOfTruss OnLayout&EngineeringSheets B07 B06 B05 B04 B03 B02 B02 B01 B01 B01 A01 A01 A01 A01 A01 A01 ZHJ7ZCJ1ZCJ3ZCJ5D03GD02ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7 D01ZHJ7ZCJ1ZCJ3ZCJ5D03GD02ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7 D01D01D01D01D01D01D01E01GEE02E02E02E02E02E02E02E02E01GEE02E02E02E02E02E02F01GE F02 F03 F03 F04 F05 A06G A05 A04 A03 A02 A01ZHJ7 ZHJ7C01C01C01C01C01C01ZCJ1ZCJ3ZCJ5C03GC02ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7 C01C01C01C01C01C01ZCJ1ZCJ3ZCJ5C03GC02ZCJ1 ZCJ3 ZCJ5 ZEJ7 ZEJ7C01 PB02 MV2MV2PB02 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 PB01 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS263' 2"12' 8"5' 4" 21' 0"3' 2" 45' 4" 45' 4" 7' 0"7' 0" 7' 0"11' 0" 3' 2"11' 0" 10' 0" 3' 2"17' 0" 10' 0" 54' 0" 64' 0" 17' 8"10' 0"17' 8" 45' 4" 30' 0"15' 0" 2' 0" 2' 0" 1' 6"2' 6"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" 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" 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" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0"2' 0"2' 0"2 ' 0"2 ' 0"2 ' 0"2 ' 0"11' 0" 11' 0" 11' 0" 21' 0"7' 4"16' 4 1/2"30.0,15.0,0.0,10.0 40.0,10.0,0.0,5.0 1.0 1.25 (LATEST=/ / II C 200 ENCLOSED FBC 2017/TPI2014 ASCE 7-10 MWFRS 16 ft NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVES TRUSSPLACEMENTPLAN APPROVAL COPYDO NOT USE TO SET TRUSSES UNLESS STAMPED "FINAL" ------------> ALLBEAMSBYBUILDER FLOOR:DURFACTOR= PSF=TCLL-TCDL-BCLL-BCDL 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 Page 1 of 1 -THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS 2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:Crist Construction JOBNAME:Stefanakis Res ADDRESS:TBD CITY/COUNTY:St Lucie Co INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"S WARNING* GRAVITYLOADS 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:Page 1 of 1 -BACKCHARGESWILLNOTBEACCEPTEDUNLESSOUR DESIGNDEPARTMENTAPPROVESTHEMINADVANCE -ALLHANGERSARESIMPSONSTRONG-TIEORUSP UNLESSOTHERWISENOTED.INSTALLHANGERS ACCORDINGTOTHECURRENTSIMPSONSTRONG-TIE ORUSPCATALOG -BRACING: 1)FORTHEERECTIONBRACINGFOLLOW INSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETS 2)PERMANENTBRACINGFORTHESTRUCTUREISHE RESPONSIBILITYOFOTHERS. 3)INSTALLWEBBRACINGASSTATEDONSEALED ENGINEERINGTRUSSDRAWINGS. JOB#J39343 MODEL:Custom SFR SQFT3358 ft² DATE03/16/20 ROOF:DURFACTOR= PSF=TCLL-TCDL-BCLL-BCDL *WARNING* ALLBEARINGPOINTSMUSTBE INSTALLEDPRIORTOINSTALLING ANYTRUSSES!FAILURETODOSOMAYRESULT INDAMAGEDTRUSSESANDWILLVOIDALLWARANTIES.5285ST.LUCIEBLVD.FT.PIERCE,FL34946 OFFICE:(772)466-2480FAX:(772)466-5336 ENGINEERED TRUSSSYSTEMS EASTCOASTTRUSS TIMBER PRODUCTS