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HomeMy WebLinkAboutJ40926_Layout (1)CONCRETEFLOORSYSTEMSBYOTHERS ELEVATOR SHAFTATTICSTORAGE 32'-8"BEARING 23'-4"BEARING 21'-4"BEARING 11'-4"BEARING 7 12 2 x6 2x6 2'-0"65/8"TYPICAL OVERHANG/PITCH DETAILELEVATORSHAFT Indicates Left End Of Truss On Layout &Engineering Sheets E02GE01F01GZHJ5ZCJ1 ZCJ3 ZCJ5 ZEJ5 ZCJ1ZCJ3ZCJ5ZEJ5 ZHJ4ZCJ1 ZCJ1ZHJ4ZCJ1 ZCJ1ZCJ3 ZEJ4 ZCJ3 ZEJ4 B03GB02B01A03A02ZMG7ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 D03GD02D01ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZEJ7S ZEJ7 ZEJ7 ZEJ7 ZEJ7 A06GA05A04A03A02ZHJ7ZCJ1 ZCJ3 ZCJ5ZCJ1ZCJ3ZCJ5 ZEJ7 ZHJ7ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7 ZEJ7A01A01A01A01A01A01A01A01A01A01A01A01A01 ZCJ3ZCJ3MV2 MV4 V7GETHD26-2 HUS26 HUS26No Soln.6' 0" 8' 0" 6' 0" 8' 0" 5' 0" 5' 4"4' 0" 2' 2 1/2"9' 0" 10' 0" 9' 0" 5' 4"52' 8" 58' 0"20' 0" 8' 0" 5' 0" 7' 0" 5' 0" 7' 0" 5' 0" 7' 0" 58' 0"28' 0" 8' 0" 5' 6"12' 8" 5' 9" 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' 2 1/2"20.0-16.0-0.0-10.0 1.25 (LATEST=/ / II D 170 ENCLOSED FBC 2020/TPI2014 ASCE 7-16 MWFRS 31 ft NOTE:TRUSSESDONOT SUPPORTANYPLANTSHELVES TRUSSPLACEMENTPLAN APPROVALCOPYDONOTUSETOSETTRUSSESUNLESSSTAMPED"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 Page1of1-THISISAPLACEMENTPLANFORENGINEEREDCOMPONENTSASDEFINEDBYWTCA1-1995.DIAPHRAMSHAVENOTBEENANALYZEDBYEASTCOASTTRUSS.-FORERECTIONANDINSTALLATIONOFTRUSSESFOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETSANDSEALEDENGINEEREDTRUSSDRAWINGS2X6STRONGBACKBRACING,10'-0"O.C.,IS RECOMMENDEDONFLOORTRUSSES SPANNING20'-0"ORMORE CUSTOMER:AJT Const. Consulting JOBNAME:Reed ADDRESS:4848 Watersong Way CITY/COUNTY:Ft. Pierce 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.-SEEFINALENGINEERINGSHEETSFORTHESTRUCTURALDATA,NUMBEROFGIRDERANDTRUSSPLIESANDTHECONNECTIONINFORMATION.-OURDESIGNDEPARTMENTMUSTAPPROVEALTERATIONSAND/ORREPAIRSTOTRUSSESINADVANCE.CODE= DESIGNCRITERIA= OCCUPANCYCATEGORY= EXPOSURE= MWFSPEED= BUILDINGTYPE= MEANHEIGHT:Page1of1-BACKCHARGESWILLNOTBEACCEPTEDUNLESSOURDESIGNDEPARTMENTAPPROVESTHEMINADVANCE-ALLHANGERSARESIMPSONSTRONG-TIEORUSPUNLESSOTHERWISENOTED.INSTALLHANGERSACCORDINGTOTHECURRENTSIMPSONSTRONG-TIEORUSPCATALOG-BRACING:1)FORTHEERECTIONBRACINGFOLLOWINSTRUCTIONSONTHEBCSI-B1SUMMARYSHEETS2)PERMANENTBRACINGFORTHESTRUCTUREISHERESPONSIBILITYOFOTHERS.3)INSTALLWEBBRACINGASSTATEDONSEALEDENGINEERINGTRUSSDRAWINGS.JOB#J40926 MODEL:Custom SFR SQFT2087 ft² DATE12/24/2020 ROOF:DURFACTOR= PSF=TCLL-TCDL-BCLL-BCDL *WARNING*ALLBEARINGPOINTSMUSTBEINSTALLEDPRIORTOINSTALLINGANYTRUSSES!FAILURETODOSOMAYRESULTINDAMAGEDTRUSSESANDWILLVOIDALLWARRANTIES.5285ST.LUCIEBLVD.FT.PIERCE,FL34946 OFFICE:(772)466-2480FAX:(772)466-5336 ENGINEERED TRUSSSYSTEMS EASTCOASTTRUSS TIMBER PRODUCTS