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HomeMy WebLinkAboutJ40997_Layout Elec.MasterBdrm 11'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 10'-0"Ceiling 12'-4"Ceiling HandFrameDown to12'-0" 12'-4"Ceiling HandFrameDown to12'-0" GreatRoom 12'-4"Ceiling 11'-4"Ceiling Kitchen 11'-4"Ceiling 11'-4"Ceiling 11'-4"Ceiling 11'-4"Ceiling Nook 12'-4"Ceiling Entry 13'-4"Ceiling 11'-4"Ceiling 10'-0"Ceiling 11'-4"TopofBrg 10'-0"TopofBrg 11'-4"CeilingHeight 2.5/12CeilingPitch 13'-4"TopofBrg Gable End: TC Dropped for 2x4 OutlookersOutside Face of Wall to Ctr of Column OutsideFaceofWall toCtrofColumn Outside Face of Wall to Ctr of Column OutsideFaceofWalltoCtrofColumnOutside Face of Wall to Back Face of GirderOutside Face of Wall to Back Face of Girder18" Deep Girder 23.875"DeepLVL18" Deep Girder 12"Coffer 13'-4"CeilingHeight HandFrameDownto12'-0" byOthers 8"CMU Wall 6" 1'-10-1/2" TypicalEndDetail 5 8"CMU Wall 6" 1'-10-1/2" TypicalEndDetail @PopOutinGarage 5 TopofWall@11'-4" BottofTrs @10'-0" *SeeEnd DetailNote* *SeeEnd DetailNote* TypicalCornerZH JZCJ3 2'-0" ZCJ5 2'-0" ZCJ1 1'-1-13/16"ZCJ5ZCJ31'-10-1/2"DesigntoResist HorizontalForces Arethe Responsibilityof EOR.ZCJ1IntBrgReq'd/ MinBrgReq'd: 7" InteriorBrg Req'd MinReq'd:8-7/8" Connection byBldr MTW20MTW20MTW20MTW20IntBearing Req'd NotchWallforLVL byBldrTop of Girder @ 11'-4"Top of Girder @ 11'-4"(9) MTW20 (8)MTW20 (11) MTW20(2) MTW20for D06G LVL1 B01GZHJ7ZHJ7MG01 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5MG01 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5F01GZHJ41ZHJ41ZEJ41 ZEJ41 ZEJ41 ZCJ3B ZCJ1ZCJ3BZEJ41 ZEJ41 ZEJ41 ZCJ1 ZCJ1 ZCJ3BZCJ1ZCJ3B F02F03B02B02B02B02B02B02B02B02B02B02B02B02B08C01GEC02C02C02C02C02C03C04C05C06C07C08D06GB01GB02ZHJ7ZHJ7MG01 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5MG01 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZCJ5F01GF02F03ZHJ41ZHJ41ZEJ41 ZEJ41 ZEJ41 ZCJ1 ZCJ3B ZCJ1ZCJ3BZEJ41 ZEJ41 ZEJ41 ZCJ1 ZCJ3BZCJ1ZCJ3B B07GB06B05B04B03B02B02B02B02B02ZHJ5ZCJ1 ZCJ3 ZCJ1ZCJ3ZEJ5 MG02 E01GE02ZHJ9ZHJ9ZEJ9 ZEJ9 ZCJ1 ZCJ3 ZCJ5A ZCJ7 ZCJ1ZCJ3ZCJ5AZCJ7AZEJ9 ZEJ9 ZCJ1 ZCJ3 ZCJ5A ZCJ7 ZCJ1ZCJ3ZCJ5AZCJ7E03E04E05E06E07E08E08E08E08E08E08E08E08E08E08E09E10E11E12E13E13E13E13E14E15E16D07 D07 D07 D07 D07 D07 D07 D07 D07 D07 D07 A15G H01GZHJ37 ZHJ37ZEJ37ZCJ1ZCJ3ZCJ1 ZCJ3 ZEJ37ZCJ1ZCJ3ZCJ1 ZCJ3ZEJ37C15C14C13C12C11C10C09 B21B20B19B18B18B18B18B17B16B15B14B13B12B11B10B09B22B22B22ZHJ4ZCJ1 ZCJ3ZCJ1ZCJ3 A01G A02 A03 A04 A05 A06 A07 A08 A09 A10 A11 A12 A13G A14 A14 A14 ZHJ46ZCJ1ZCJ3AZCJ1 ZCJ3AZEJ46ZEJ46ZEJ46ZEJ46G01GZHJ7BZHJ7AZEJ7 ZCJ1 ZCJ3 ZCJ5 ZCJ1ZCJ3ZEJ7 ZCJ1 ZCJ3 ZCJ5ZCJ1ZCJ3ZCJ5B ZEJ7 G02ZEJ45ZEJ45FG03FG01D01G D02 D03 D04 D05 ZHJ9AZCJ1ZCJ3CZCJ5CZCJ7CZCJ1 ZCJ3 ZCJ5 ZCJ7B ZEJ9AZEJ9AZEJ9BZEJ9BZEJ9BMV2 MV4 V4 MV2MV28MV2 MV2 MV4MV4A MV31 MV51 MV71MV2MV4PB01 PB01 PB02 PB03 SUH24 SUH24 SUH24 SUH24 HUS26 HUS26 HUS26 SUH24 SUH24 SUH24 HUS26 SUH24 HUS26 HUS26 HUS26BY BLDR SUH24 SUH24SUH24 SUH24SUH24 SUH24SUH24SUH24SUH24SUH24SUH24SUH24 SUH24 SUH24 SUH24SUH24 SUH24SUH24 SUH24 HUS26HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26HUS26 HUS26 HUS26 SUH24 HUS26 HUS26 SUH24 THDH28-3HUS26 HUS265' 0" 18' 4"21' 9"15' 7"19' 4"80' 0" 5' 2"13' 0" 5' 2"11' 0" 7' 4"5' 2"13' 0" 5' 2"11' 4"6' 10"58' 4"29' 6"2' 4" 108' 4" 37' 0"14' 4"7' 6"47' 2"2' 4" 108' 4" 13' 2"3' 0" 13' 3"15' 7"8' 0" 5' 0" 11' 4" 14' 10"8' 0" 7' 10"17' 10"17' 1"25' 4"13' 0" 2' 4"31' 0"4' 2" 7' 6" 8" 2' 0"2' 0" 2' 0" 2' 0" 19' 0" 17' 11 11/16"5' 0"5' 5 1/2"5' 5 1/2"5' 0"5' 5 1/2"5' 5 1/2"4' 6"39' 8" 18' 5"19' 0" 23' 4"23' 4"2' 0" 2' 2 1/2"4' 1"3' 7 3/16"3' 0" 5' 0" 7' 0" 8' 10 1/2" 2' 0"2' 0" 23' 5" 9' 4" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 4"1' 8"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' 9 1/2"2' 4"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' 11 7/8"2' 0 1/8"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' 11 5/8" 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" 2' 0"1' 10"2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 10"2' 0" 2' 0"1' 4 1/2"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"2' 0" 5' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 6 1/2" 28' 2" 14' 10"23' 0 1/2"23' 2 3/16"26' 3"7' 0" 7' 8" 16' 6 11/16" 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 ft 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:___________ (3/16"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 Ln CITY/COUNTY:PSL INACCORDANCEWITHTHEFLORIDAADMINISTRATIVECODE 61G15S-31.003(3)(c),EASTCOASTTRUSSisthe "TrussDesignEngineer" Trussesaredesignedinaccordancewiththe FloridaBuildingCode *BUILDER"S WARNING* GRAVITY LOADS LOADSPERFBC&FRC *NON-CONCURRENTBCLL10psf CONCURRENTBCSTORAGELL20psf 1)2/16/21:AddedLVL;A13-A16:3ptBrgTrs; ModifiedTRSoverLanai&Nook 2)4/7/21:Revisedroofpitchto5/12 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#J40997 JOB# MODEL:Model SQFT9604 ft² DATE12/28/20 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