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HomeMy WebLinkAboutAPPROVED Comm_J41517_Layout 1of2 (1)FIRSTFLOORROOFTRUSS SETTINGPLAN ALLCEILINGSBELOW NOMINALBEARINGFRAMED DOWNBYOTHERS 11'-4"BEARING CONCRETEBEAM BOTTOMAT11'-4" 23'-4"BEARING 12 5 5 1/4" 2'-0" TYPICAL OVERHANG/PITCH DETAILDBL 2x LEDGERBOTTOM AT 11'-4"DBL 2x LEDGERBOTTOM AT 11'-4"DBL 2x LEDGERBOTTOM AT 11'-4" 12 5 11'-4" DBL2xLEDGER byBUILDER CONTINUOUS2x4 LEDGERbyBUILDER TYPICALLEDGERBEARINGDETAIL TRUSSF01DETAILED USPorEQUIV. HANGERS HUS26(15) THD26-2(2) Indicates Left End Of Truss On Layout &Engineering SheetsA02GZHJ7AZCJ1 ZCJ3 ZCJ5ZCJ1ZCJ3ZCJ5 ZEJ7 ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7E01GE02E03E04E05E05E05E05E05E05E05E05E05E05E05E05E06E06E07E08E09A01ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 B02GB01ZHJ7BZCJ1 ZCJ3 ZCJ5B ZCJ1ZCJ3ZCJ5ZEJ7BZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7B ZEJ7B ZEJ7B ZMG7A ZM6AZM6BC02GC01C01C01ZMG7CZHJ6ZCJ1ZCJ3ZCJ5CZCJ1 ZCJ3 ZCJ5S D02GZHJ5ZHJ5ZEJ5 ZCJ1 ZCJ3 ZCJ1ZCJ3ZEJ5 ZCJ1 ZCJ3 ZCJ1ZCJ3D01D01D01F04GF03F02F01F01F01F01F01ZHJ5ZCJ1 ZCJ3 ZCJ1ZCJ3ZEJ5 ZEJ5 ZEJ5 ZEJ2 ZEJ2ZHJ2ZCJ1ZCJ1 ZEJ5 MV2H MV4 MV6H MV2 HUS26 HUS26 SUH24 SUH24 SUH24 SUH24THD26-2 HUS26 HUS26 HUS26by BLDRby BLDR9' 0" 58' 4" 56' 8"6' 8"16' 4"20' 8"16' 4"11' 8"5' 8"9' 4"5' 4"13' 0" 6' 8"8' 4"7' 4" 6' 0"4' 8" 3' 4"2' 8"3' 4"60' 0" 60' 0" 19' 10"19' 4"19' 2"11' 0" 16' 5"14' 4"7' 0" 7' 0" 7' 0" 5' 0" 5' 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" 1' 10" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 8"2' 0"2 ' 0"2 ' 0"2 ' 0"2 ' 0"2 ' 0"2 ' 0"8' 3 1/4"20.0-10.0-0.0-10.0 1.25 (LATEST=/ / II D 175 ENCLOSED FBC 2020/TPI2014 ASCE 7-16 C&C Hybrid MWFRS 28 ft NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVES TRUSSPLACEMENTPLAN APPROVAL COPYDO NOT USE TO SET TRUSSES UNLESS STAMPED "FINAL" ------------> ALL BEAMS BY BUILDER 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 2 -THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS 2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:AJT Const. Consulting JOBNAME:Fingerhut ADDRESS:8228 S. Ocean Drive CITY/COUNTY:Jensen Beach INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"SWARNING* GRAVITY LOADS 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 2 -BACKCHARGESWILLNOTBEACCEPTEDUNLESSOUR DESIGNDEPARTMENTAPPROVESTHEMINADVANCE -ALLHANGERSARESIMPSONSTRONG-TIEORUSP UNLESSOTHERWISENOTED.INSTALLHANGERS ACCORDINGTOTHECURRENTSIMPSONSTRONG-TIE ORUSPCATALOG -BRACING: 1)FORTHEERECTIONBRACINGFOLLOW INSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETS 2)PERMANENTBRACINGFORTHESTRUCTUREISHE RESPONSIBILITYOFOTHERS. 3)INSTALLWEBBRACINGASSTATEDONSEALED ENGINEERINGTRUSSDRAWINGS. JOB#J41517LOWERROOF MODEL:Custom SFR SQFT3382 ft²1581sqftLOWER DATE3/02/2021 ROOF:DURFACTOR= PSF=TCLL-TCDL-BCLL-BCDL *WARNING*ALLBEARINGPOINTS MUSTBEINSTALLEDPRIORTO INSTALLINGANYTRUSSES!FAILURETO DOSOMAYRESULTINDAMAGEDTRUSSESANDWILL VOIDALLWARRANTIES. 5285ST.LUCIEBLVD.FT.PIERCE,FL34946 OFFICE:(772)466-2480FAX:(772)466-5336 ENGINEERED TRUSSSYSTEMS EASTCOASTTRUSS TIMBER PRODUCTS