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Home My WebLink AboutTRUSS PLACEMENT PLANWARNING* LL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 5 FOR THE IHE CS BRACING TRUSS DEPARTMENT APPROVES IN [NY D APHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCT ONS ON T1) BON SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION.D ALL HANGERS ARE SIMPSON STRONG -DESIGN TIE UNLESS STALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO T USSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS NGINEERING TRUSS DRAWINGS. 8'-0" WALL HEIGHT 17'-4" WALL HEIGHT Indicates Left End Of Truss On Layout & Engineer Sheets [ RECCY A, � - OZ 2015 SOA�NPNE St Lucie TRUSS SYSTEMS PRODUCTS O ECT Ir- AST COAST TRUSS (3)5285 T. LUCIE BLVD. FT. FIERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336ICU STOMEIR:Mel-Ry Construction B NAME: Lash Res./Floors DRESSi40 Nettles Blvd Beach/Martin B# B# MODEL:Custom FT 6 TE 09/21/15 = A5S41.003 (3) (c), EAST COAST TRUSS u the "Truss Design Engineer" Trusses ere designed in uecnrdenee with the NOTE: By approving this placement plan(s), signatured I anywhere or this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. I The custolmer also acknowledges that this approval authorizes E ST COAST TRUSS to manufacture these trusses and Jeliver them to the project indicated on this I drawing. The customer also acknowledges that he/she accepts — financial responsibility for any repair, engineering, and —J labor required due to errors other than those of EAST < COAST TR SS. Z Signed: Date: H 10 )ODE = F )ESIGN CRITERIA C 2014/TP12007 ASCE 7-10 =MWFRS 0. )CCUPANCY CATEGORY= II =XPOSUR D Q AWF SPE D =170 3UILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 U) GRAVITY LOADS U) W FLOOR: DUR FACTOR= 1.0 'J Z PSF=TCL44-TCDL-BCLL-BCDL 40.0,10.010,0,5.0 Z) ROOF: I DUR FACTOR= 1.25 U) PSF=TCLLLTCDL-BCLL-BCDL W 20.0,15.0, 0.0,10.0 U) LOADS PER FBC & FRC U) *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf I— W U) DEFI ITIONS IN WIND FORCE 0 MWF = M C&C = COMPONENTS AND CLADDING TOB = TOE OF BEARING TC = TOO CHORD W BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = PO NDS PER SQUARE FOOT I-- # = PO NDS O UNLESS SHOWN ON ENGINEERED TRUSS DRAWING, O ALL GIRD :R/COLUMN LOADS MUST 0 BY-PASS LOOR TRUSS UNLESS SHOWN ON ENGI EERED TRUSS DRAWING. RECOMMENDED SPANNING ON FLOOR TRUSSES 20'-O" OR MORE ^CL UST BE SET WITH A SPREADER BAR. THE /V U PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS Q EING SET. EFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER 0 a T ANY PLANT SHELVES 1- T_ 2- 4- 3- O 4- 5- 6- 0) (U TRUSS PLACEMENT PLAN Y/3a/,,, — (1/4" if LM ' 912112015835 TRUSS SYSTEMS ECT EAST COAST TRUSS WARNIN LL BEARING POINTS MUST BE COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING NY TRUSSES! FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. F-0" WALL HEIGHT 17'4" WALLL HEIGHT Indicates Left End Of Truss ineeri TRUSS PLACEMENT PLAN 5r 41/16' � - �2.5 {"q' CANT TYPICAL END DETAIL /2e,1, e,-J*- Ann -a u d ,. 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336 USTOMER:Mel-Ry Construction )B NAME: Lash Res./Roofs DDRESSAO Nettles Blvd. ITY/COUNTY:Jensen Beach/Martin # 29432 EL:Custom FT 6 TE 09/21/15 61(315S 1.003 (3) (c), EAST COAST TRUSS is the "Truss DesiW Engineer" Trneser are designed in veeardenu . ith the Eiodde Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: DE = FBC 2014/TPI2007 ASCE 7-10 SIGN CRITERIA =MWFRS CUPANCY CATEGORY= II POSURE = D IF SPEED =170 ILDING TYPE =ENCLOSED AN HEIGHT: 20.00 FLOOR: DUR FACTOR=1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL-TCDL-BCLL-BCDL 20.0115.0, 0.0,10.0 "NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-Ot' OR MORE UST BE SET WITH A SPREADER BAR. THE TREADER BAR SHOULD BE AT LEAST 1/2 2- 5- 6- IN LENGTH AS THE SPAN OF THE TRUSS NG SET. TO BCI-B1 FOR COMPLETE ON AND SAFETY PROCEDURES SUPPORT ANY PLANT SHELVES