The URL can be used to link to this page

Home My WebLink AboutTRUSS PLACEMENT PLANA I * LL BEARING POINTS MUST BE NSTALLED PRIOR TO INSTALLING NY TRUSSES! FAILURE TO DO SO MAY RESULT COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY 1) FOR THE ERECTION BRACING FOLLOW NSTRUCTIONS ON THE BCSI-61 SUMMARY SHEETS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE RESPONSIBILITY OF OTHERS. 3) INSTALL WEB BRACING AS STATED ON SEALED STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. DESIGN DEPARTMENT APPROVES THEM 1N ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG -TIE CATALOG N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES., SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS LNGINEERING TRUSS DRAWINGS. TRUSS SYSTEMS F ECT ]EAST COAST TRUSS O 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336 g CUSTOMER:Foglia Contracting Corp. JOB NAME: Basile Res. ADDRESS:6600 N. Hwy A1A f CITY/COUNTY:Ft. Pierce/St. Lucie SJOB # J35567 JOB # FT 7863 TE 03/16/18 1EATE= Trmex ere dnigoed io aeeordeoee MM the ftdda Sanding Code NOTE: n By approving this placement plan(s), signatured I 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 I 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 Q labor required due to errors other than those of EAST COAST TRUSS. Z Signed: Date: LL LU CODE = FBC 2017lfP12014 ASCE 7-10 CL DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY= 11 EXPOSURE = D Q MWF SPEED =170 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 38.50 W RA ITY AD U) W '°J Z FLOOR: DUR FACTOR=1 .0 PSF=TCLL-TCDL-BCLL-BCDL 40.0110.010.015.0 ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0120.010.0110.0 U) LOADS PER FAO & FRO *NON -CONCURRENT BC LL 10psf SC B Ef, CONCURRENT BC STORAGE LL 20 psf I — St Lucie tint, F— W W DEFINITIONS CONCEALEDFA6IEN ifAE1H ONATfAggllENTS MWF = MAIN WIND FORCE CCNTAACTOWM H� C&C = COMPONENTS AND CLADDING I-- TOB = TOP OF BEARING W TC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT I — THESE PLANS AND ARE SUBJECTTO ALL PROPOSEC) WORN NY CORRECTIONS # = POUNDS AEQIIRED 13Y FIELD MAYBE NECES INSPECTOpe THAT IN ORDER TO UNLESS SHOWN ON ENGINEERED TRUSS Z 'OMPLYWRNALL APPUCASLECODES- DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. sT. LU '7 r ucre cot^�B REVIEWED FOR REVIEWED I' DATE PLAINS AND PE BUT O : NU LNSPECTION 7t.nr" r,; -� LL NC£ a , - ., RECOMMENDED ON FLOOR TRUSSES SPANNING 20=0" OR MORE ST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 o /3 IN LENGTH AS THE SPAN OF THE TRUSS U 1UST BE KEPT ON LL BE MADE, J BEING SET. REFER TO BCI-B1 FOR COMPLETE AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER-11 ICL 0RECTION SUPPORT ANY PLANT SHELVES 1- Revised Al2G,A13G,A22G and FG01. f;V 2- LRECEIVED 4-- 3-File k'u py 5- CANT 6- HHIV ta�PfAlEIH W N 'THIMSWPU�CEMEM"P=(3FZ-ENGINEEREU- -BRACING: U "AG T-SFPTEU-UNLUS-OUR- 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 BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS rS1NSTALLEDPRIOR TO INSTALLING EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES ESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-61 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. KI nARAA!'-Cn TDI ICCCC AAIn %A/11 I Vr1In Al I %AIARAAITIGC RHFFTS ANn RFAI Fr) FNr;INFFRFn TRI IRR nRAWINC;R Nr.1NFFRINr; TRI IRR nRAVV1N(;R CANT 7r JB ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS cV O EIT N EAST COAST TRUSS Q) 5285 SF. LUCIE BLVD. FT. PIERCE, FL 349646 0) OFFICE: (772) 466-2480 FAX: U72)466-5336 (13 fOMER:Foglia Contracting Corp. NAME: Basile Res. RESS:6600 N. Hwy A1A /COUNTY:Ft. Pierce/St. Lucie OB # J35567 OB # Custom FT 7863 'E 03/16/18 Tm7n $eee—I 61GISS41.M (3) (c), EAST COAST TRUSS is the "Twee Design Eogi .- Treom ere designed in ecmedenu with the Florida B.Oding Cede NOTE: By approving this placement plan(s), signatured A anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. I The customer also acknowledges that this approval I 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. Z Signed: Date: e LL UJ "ODE = FBC 2017/TPI2014 ASCE 7-10 CL )ESIGN CRITERIA =MWFRS DCCUPANCY CATEGORY= II 2 XPOSURE = D Q u1WF SPEED =170 I- 3UILDING TYPE =ENCLOSED MEAN HEIGHT: 38.50 U) RAVIT DS U) W FLOOR: DUR FACTOR=1 ,0 "J Z PSF=TCLL-TCDL-BCLL-BCDL 40.0110.050.0,5.0 ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0120.010.0110.0 V) LOADS PER FB & FRC *NON -CONCURRENT BC LL 10psf � CONCURRENT BC STORAGE LL 20 psf I-- I— W U) DEFINITION MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING I-- TOB = TOP OF BEARING W TIC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT I-- # =POUNDS z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE V READER BAR SHOULD BE AT LEAST 1/2 3 IN LENGTH AS THE SPAN OF THE TRUSS < =1NG SET. EFER TO BCI-B1 FOR COMPLETE I® 2ECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES 1- Revised Al 2G,A1 3G,A22G and FG01. (wV 2- 3- 0 4- 5- N - 6Alle -r1n1 snc("T nI f\f-%171\117J\1"T r"l! A II