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HomeMy WebLinkAboutTruss drawings, Layout-defererred submittalEXISTINGROOF EXISTINGROOF EXISTINGROOF EXISTINGROOF 8'-0"A.F.F. 10'-0"A.F.F. BEARINGELEVATIONS 5 12 HEEL TYPICALENDDETAIL ATTACHED2X4 LEVELRETURNS 1-1/2"GAP FORLEDGER BYBLDR. Indicates Left End Of Truss On Layout &Engineering Sheets A03GA02Z H J 7 ZHJ7ZEJ5 ZEJ5 ZCJ1 ZCJ3 ZCJ1ZCJ3ZEJ5 ZEJ5 ZCJ1 ZCJ3 ZCJ1ZCJ3A03GA02ZHJ7ZHJ7 Z E J5 Z E J5 Z C J1 Z C J3ZCJ1ZCJ3 Z E J5 Z E J5 Z C J 1 Z C J 3 ZCJ 1ZCJ 3A01A01A01A01A01A01A01A01A01A01A01A01V14V10V6V14V10V616' 0" 2 4 ' 0 " 16' 0" 16' 0" 5' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 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 " 6 1/2" 2' 0" 20.0-15.0-0.0-10.0 40.0,10.0,0.0,5.0 1.0 1.25 (LATEST=10/20/2020 II C 170 PARTIAL FBC 2017/TPI2014 ASCE 7-10 MWFRS 15.00 NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVESMASTER#Mstr#TRUSSPLACEMENTPLAN APPROVALCOPYDONOTUSETOSETTRUSSESUNLESSSTAMPED"FINAL"------------>ALL BEAMS BY BUILDER 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:SJ 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 Page1of1-THISISAPLACEMENTPLANFORENGINEERED COMPONENTSASDEFINEDBYWTCA1-1995. DIAPHRAMSHAVENOTBEENANALYZEDBY EASTCOASTTRUSS. -FORERECTIONANDINSTALLATIONOFTRUSSES FOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARY SHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS 2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:Gale Construction JOBNAME:King Patio & Carport ADDRESS:7273 S Indian River Drive CITY/COUNTY:Ft. Pierce / St. Lucie INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"S WARNING* GRAVITY LOADS LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL30psf 1-10-20-2020_Changedto5/12,6-1/2"heel, Added2x4levelreturns_SJ 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:Page1of1-BACKCHARGESWILLNOTBEACCEPTEDUNLESSOUR DESIGNDEPARTMENTAPPROVESTHEMINADVANCE -ALLHANGERSARESIMPSONSTRONG-TIEORUSP UNLESSOTHERWISENOTED.INSTALLHANGERS ACCORDINGTOTHECURRENTSIMPSONSTRONG-TIE ORUSPCATALOG -BRACING: 1)FORTHEERECTIONBRACINGFOLLOW INSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETS 2)PERMANENTBRACINGFORTHESTRUCTUREISHE RESPONSIBILITYOFOTHERS. 3)INSTALLWEBBRACINGASSTATEDONSEALED ENGINEERINGTRUSSDRAWINGS. JOB#J40443 JOB# MODEL:Model SQFT640 DATE10/09/20 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 10/20/2020 1:44 PM