HomeMy WebLinkAboutJ39286_LayoutBRG. 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 HUS26 HUS26 HUS26HUS26SUH24SUH248' 0" 7' 0" 39' 0" 54' 0" 22' 0" 32' 0" 54' 0" 12' 8" 10' 4" 17' 8" 24' 0"64' 8"14' 8"31' 6"16' 8" 1' 10"64' 8"11' 0" 2' 0" 3' 0" 6' 0" 20' 0" 3' 0" 8' 6"6' 2 3/8" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0"2' 0"8 3/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 9 1/16"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 6' 2 3/8"2' 0" 2' 0" 2' 0" 1' 10 1/2"6' 0" 2' 1 1/2"7' 8"3' 0" 7' 0" 10' 0"7' 0" 4' 0"2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 6 1/2"8' 0" 1' 0"6' 0"15' 4"7' 2 1/2"20' 4 3/4"21' 8 3/4"1' 4"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 5' 0"5124 1/16"2' 0" 8"(LATEST=/ /IIC160ENCLOSEDFBC 2017/TPI2014 ASCE 7-10MWFRS16.00 ftNOTE: TRUSSES DO NOTSUPPORT ANY PLANT SHELVESMASTER # Mstr#ALL BEAMS BY BUILDERFLOOR:DUR FACTOR=PSF=TCLL-TCDL-BCLL-BCDLNOTE:By approving this placement plan(s), signaturedanywhere on this sheet, the customer or hisrepresentitive acknowledges that this placement plancomplies with the structural intent of the project.The customer also acknowledges that this approvalauthorizes EAST COAST TRUSS to manufacture thesetrusses and deliver them to the project indicated on thisdrawing.The customer also acknowledges that he/she acceptsfinancial responsibility for any repair, engineering, andlabor required due to errors other than those of EASTCOAST TRUSS.Signed: __________________Date:___________(1/4" if plotted 24x36) . Designed By: SBCAUTION: SPANS GREATER THAN 30'-0"MUST BE SET WITH A SPREADER BAR. THESPREADER BAR SHOULD BE AT LEAST 1/2TO2/3INLENGTHASTHESPANOFTHETRUSSBEING SET.REFER TO BCI-B1 FOR COMPLETEERECTION AND SAFETY PROCEDURES.DEFINITIONSMWF = MAIN WIND FORCEC&C = COMPONENTS AND CLADDINGTOB = TOP OF BEARINGTC = TOP CHORDBC = BOTTOM CHORDLL = LIVE LOADDL = DEAD LOADpsf = POUNDS PER SQUARE FOOT# = POUNDS-THIS IS A PLACEMENT PLAN FOR ENGINEEREDCOMPONENTS AS DEFINED BY WTCA 1 - 1995.DIAPHRAMS HAVE NOT BEEN ANALYZED BYEAST COAST TRUSS.-FOR ERECTION AND INSTALLATION OF TRUSSESFOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARYSHEETS AND SEALED ENGINEERED TRUSS DRAWINGS2X6 STRONG BACK BRACING, 10'-0" O.C., ISRECOMMENDED ON FLOOR TRUSSESSPANNING 20'-0" OR MORECUSTOMER:Steve AldermanJOB NAME: Alderman Res.ADDRESS:5361 Southwind TrailCITY/COUNTY:Ft. Pierce/St. LucieIN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE61G15S-31.003 (3) (c), EAST COAST TRUSS is the"Truss Design Engineer"Trusses are designed in accordance with theFlorida Building Code*BUILDER"S WARNING*LOADS PER FBC & FRC*NON-CONCURRENT BC LL 10psfCONCURRENT BC STORAGE LL 20 psf1-2-3-4-5-6-REVISIONSUPLIFT MUST BY-PASS FLOOR TRUSSESUNLESSSHOWNONENGINEEREDTRUSSDRAWING.ALL GIRDER/COLUMN LOADS MUSTBY-PASS FLOOR TRUSS UNLESS SHOWNON ENGINEERED TRUSS DRAWING.-SEE FINAL ENGINEERING SHEETS FOR THESTRUCTURAL DATA, NUMBER OF GIRDER AND TRUSSPLIES AND THE CONNECTION INFORMATION.-OUR DESIGN DEPARTMENT MUST APPROVEALTERATIONS AND/OR REPAIRS TO TRUSSES INADVANCE.CODE =DESIGN CRITERIA =OCCUPANCY CATEGORY=EXPOSURE =MWF SPEED =BUILDING TYPE =MEAN HEIGHT:-BACK CHARGES WILL NOT BE ACCEPTED UNLESS OURDESIGN DEPARTMENT APPROVES THEM IN ADVANCE-ALL HANGERS ARE SIMPSON STRONG-TIE OR USPUNLESS OTHERWISE NOTED. INSTALL HANGERSACCORDING TO THE CURRENTSIMPSON STRONG-TIEOR USP CATALOG-BRACING:1) FOR THE ERECTION BRACING FOLLOWINSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS2) PERMANENT BRACING FOR THE STRUCTURE IS HERESPONSIBILITY OF OTHERS.3) INSTALL WEB BRACING AS STATED ON SEALEDENGINEERING TRUSS DRAWINGS.JOB # J39286JOB #MODEL:ModelSQ FT 2943 ft²DATE 03/03/2020ROOF:DUR FACTOR=PSF=TCLL-TCDL-BCLL-BCDLFAILURE TO DO SO MAY RESULT INDAMAGED TRUSSES AND WILL VOID ALL WARRANTIES.5285ST.LUCIEBLVD.FT.PIERCE,FL 34946OFFICE: (772) 466-2480 FAX: (772)466-5336ENGINEEREDTRUSS SYSTEMSEAST COAST TRUSSTIMBERPRODUCTS