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Home My WebLink AboutJ40998_Layout Elec.10'-0"TopofBrg 12"Coffer 8"CMU Wall 6" 1'-10-1/2" TypicalEndDetail 5 TypicalCornerZH JZCJ3 2'-0" ZCJ5 2'-0" ZCJ1 1'-1-13/16"ZCJ5ZCJ31'-10-1/2"DesigntoResist HorizontalForces Arethe Responsibilityof EOR.ZCJ110'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling ZHJ9AZCJ1ZCJ3ZCJ5ZCJ7ZCJ1 ZCJ3 ZCJ5 ZCJ7 ZEJ9AZHJ9AZCJ1ZCJ3ZCJ5ZCJ7ZCJ1 ZCJ3 ZCJ5 ZCJ7 ZEJ9AZEJ9AZEJ9AZEJ9AZEJ9AZEJ9AZEJ9AZEJ9AZEJ9AA08G A07 A06 A04ZHJ9 ZHJ9ZEJ9ZEJ9ZEJ9ZEJ9ZCJ1ZCJ3ZCJ5ZCJ7ZCJ1 ZCJ3 ZCJ5 ZCJ7 ZEJ9ZEJ9ZEJ9ZEJ9ZCJ1ZCJ3ZCJ5ZCJ7ZCJ1 ZCJ3 ZCJ5 ZCJ7ZEJ9 A01 A02 A03 A04 A05 A05 7' 0" 1' 10 1/2"7' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 13' 9"11' 0" 2' 2"2' 0" 30' 0"25' 0" 6' 0" 20.0,15.0,0.0,10.0 40.0,10.0,0.0,5.0 1.0 1.25 (LATEST=04/07/21 II B 160 ENCLOSED FBC 2020/TPI2014 ASCE 7-16 MWFRS 15.00 NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVESMASTER # Mstr# TRUSSPLACEMENTPLAN APPROVAL COPYDO NOT USE TO SET TRUSSES UNLESS STAMPED "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:CO 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:Telese Builders JOBNAME:Sztankovits Res ADDRESS:8024 Spendthrift Lane CITY/COUNTY:PSL INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"S WARNING* GRAVITY LOADS LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf 1)4/7/21:Revisedroofpitchto5/12 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#J40998 JOB# MODEL:Model SQFT890 DATE01/04/21 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