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HomeMy WebLinkAboutJ40765_Layout Elec.INSTALL3TJC57'S USING10Dx11/2" NAILS(72TOTAL) 12 5 41/2"4 1/16" 12 5 4 1/16" 12 2.5 12 2.5 5 12 5 12 21'-4"41/2" VAULTEDCEILINGDETAIL TRUSSTYPEA05SHOWN ZEROOVERHANGDETAL LEFTSIDE TYPICAL OVERHANG/PITCH DETAL 2.5/12SLOPED CEILINGS 8'-0"FLATCEILING ALLBEARINGWALLSAT8'-0" 3TJC57 ANCHORs MTS12 Installed at45° TJC37 (TJC57similar) INSTALLTOTHEVERTICALWEB LOW,MIDDLEANDHIGH INSTALLTHETJC57'STOB01G BEFORESETTINGTHETRUSS. INSTALLTOTHERIGHTFACE LOOKINGFROMTHEHEEL.MAKE SURETHEYARELOCATEDSOTHEY WILLBENDALONGTHEEDGEOFTHE VERTICALWEB.THEANGLEOFBEND SHOULDBECLOSETO120DEGREES. Indicates Left End Of Truss On Layout &Engineering Sheets B02GZCJ7 ZCJ6 ZCJ5 ZCJ4 ZCJ3 ZCJ2 ZCJ7ZCJ6ZCJ5ZCJ4ZCJ3ZCJ2C01C02C03C04C05C06A09 A08 A07 A06 A05 A05 A05 A04 A10 A04 A04 A04 A04 A04 A03 A02 A01GB01G B 0 3 B 0 4 ZCJ14 ZCJ13 ZCJ12 ZCJ11 ZCJ10 ZCJ9 ZCJ8 ZCJ7ZCJ6ZCJ5ZCJ4ZCJ3ZCJ2ZCJ1ZEJAZEJBZEJCZEJDZEJE47' 1 1/2"47' 2"11' 11"34' 10"24' 7 11/16" 24' 7 7/16" 1' 0 11/16"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' 9 3/8"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 6 13/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 6"11 11/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 7" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 3 1/4"2' 0" 12' 4"11' 11"8' 2 15/16" 119.98° 20.0-10.0-0.0-10.0 1.25 (LATEST=12/16/2020 II D 170 ENCLOSED FBC 2017/TPI2014 ASCE 7-10 MWFRS 15 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 1 -THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS 2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:Mel-Ry Construction JOBNAME:Hodson ADDRESS:571 Nettles CITY/COUNTY:Port St Lucie INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"SWARNING* GRAVITY LOADS LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf 1-RevisedconnectionofB01GtoA01Gusing SimpsonTJC57facemountanchor 2-Revisedtocantilever41/2"ontheleft,0" ontheright. 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#J40765 MODEL:SFR SQFT1042 DATE:11/13/2020 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