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Home My WebLink AboutTruss Drawings*BUILDER"S WARNING* *WARNING* ALL BEARING POINTS MUST BE INSTALLED PRIOR TO INSTALLING ANY TRUSSESIFAILURE NGINEEREDBRACING: ---_--- --"'— E FINAL ENGINEERING SHED FOR fHE SACK CHARMS WILL M7789 ACCEPTED UNLES? DESIGN DEPARTMENT APPROVES THEM IN ADVAI 'CA I-- 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS THE BCSI-B1 SUMMARY SHEETS STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS FALL HANGERS ARE SIMPSON STRONG -TIE OR USI LYZED BY N P2) PERMANENT BRACING FOR THE STRUCTURE IS HE . PLIES AND THE CONNECTION INFORMATION. DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED INSTALk HANGERS ACCORC iITO THE CURRENT SIMPSON STRONG -TIE OR USP I OF TRUSSES ESPONSIBILITY OF OTHERS TOUR r1SI4B1 SUMMARY ; M INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS ANDIOR REPAIRS TO TRUSSES IN 36r 0" ll 13'-0" PLATE HT. 15' -0" PLATE HT. Indicates Left End Of Truss n =HUS26/HUS26 HANGERS (QTY. 5) BA" CLG. HT. 15' -0" CLG. HT. 3/12 VLTe CLG. 5� EAST COAST TkUSS 528S ST. LUCIE BLVD. FT: PEACV FL 349W OFFICE 07214G5-2'iS0 FAX V1j,,6-53M NAME:Detached Garage RESS:7924 Saddlebrook Dr. /CNTYPort St- Lucie/St. Lucie # A4712 EL [???] Q FT 1478 ATE 10/17/17 NEST=/ /) : n -ACCOCDANCS WflH THE pLOYdDA ADMUBBF UVE COD& i "G164a1AI8l (3) (eb PAST C'OASF IADSS r Us ^ Dap FAVp Tram re iraiPd a aoemi w tie FNrsda%ad"CM i 1 1 PPROVAL NOTE: apprwmiy as piecenmrd Pbn[s). atg aft"d aRwlrre on Ii saeet the or lis mprewn46ueW anvulatlges tea M aas p1momplea corrPrim i as sarxa<rm etla o adtlgm Tdges M ariel iEAST ; OAST TRUSS to manufacture Mesa Wsas and deriver Mem to the project ' n atetl on tlrawing. , The mmerer also a Mat a accepts fld Trsto , pair, engine and L th.,e t responsibility for any repair, engineering, entl Labor required tlue to errors , other than those of EAST COAST TRUSS. other Man = FBC 2014/rPI2007 ASCE 7-1 3N CRITERIA =MWFRS JPANCY CATEGORY = II SURE = C SPEED =170 )ING TYPE = ENCLOSED I HEIGHT =18.00 GRAVITY LOADS DOR: DUR FACTOR= 1.0 F=TCLL - TCDL- BCLL-BCDL 40.0,10.0,0.0,5.0 )OF: DUR FACTOR= 1.26 ;F=TCLL - TCDL-- BCLL - BCDL 20.0115.010.0,10.0 LOADS PER -MC & FRC 'NON -CONCURRENT BC LL 1GP9 UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDERICOLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2X6 STRONG SACK BRACING, 16CVO.C„ /S RECOMMS FLOOR TRUSSES SPANNING $0'-O- OR MORE MUST BE SET WITH A SPREADER BAR. THE iPREADER BAR SHOULD BE Al LEAST 12 TO V3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES, SUPPORTANY PLANT SHELVES REVISIONS Pik c0, TRUSS PLACEMENT PLAN if plot 18x24) .Designed by:SB 0 v M *BUILDER"S WARNING* * -- _-- - - _ -THISIIS A PLACEMENT PLAN FOR ENGINEERED---iBRACING. SEE FINAL ENGINEERING SHEETS FOR THE - — BACK -CHARGES WILL NOT BE ACCEPTED UNLESS OUR WARNING* COMPONENTS AS DEFINED BY WTCA 1 1995 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL BEARING POINTS MUST BE INSTALLED EEAST COAST TRUSSIAPHRAMS HAVE OT BEEN ANALYZED BY ON 2) THE BRACING FOR THE STRUCTURE IS HE TY OF OTHERS PLIES AND THE CONNECTION INFORMATION OTHERWISE NOTEDA HANGERS ARE SI NPSTALLSHANNG HANGERS ACCOUSE RDING LESS PRIOR TO INSTALLING ANY TRUSSES! FAILURE FOR OW INSOTRUCTTIONS ON THEN OF BOSIBR SUMMARY USSES r35NONABILWEB BRACING AS STATED ON SEALED ALTERATIONS AND/OR REPAIRS TO OUR DESIGN DEPARTMENT MUST TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE OR USE CATALOG TO D' �O'.1AY RESU T N DAMAGED TRUSSES AND WILL '✓DID ALL NARANTES SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. ,ADVANCE I 36' 0" T 13'-0" PLATE HT. 15' -0" PLATE HT. Indicates Left End Of Truss On Lavout & Emineerina Sheets HAR®WARE: _SIMPSON/iUSP =HUS26/HUS26 HANGERS (QTY. 5) 13' -0" CLG. HT. 15' -0" CLG. HT. 3/12 VLT. CLG. 12' 4" 11 4" 12' 4" 36' 0" TRUSS PL4CEMENT PLAN ENclies— ECT R111111 EAST COAST TRUSS 5285 VC LUCIL BLVD. 11'. PILRCI., FL Sd )(A6 OII'ICL I77')466-2480 1 AX, 17T'416-9336 USTOMER:Telese Builders JOB NAME:Detached Garage DDRESS:7924 Saddlebrook Dr. ITY/CNTYPort St. Lucie/St. Lucie F. JOB# J34712 r:JOB # [if MODEL [???] H ARAGE Q Q FT 1478 ATE 10/17/17 (LATEST=! /) .N ACCORDANCE WITH THE FLOKIVA AD MEN 'ISIRA FIVE CODE 61G15S-31,003 (3) on, EAST COAST TRUSS is the "Truss Design Engineer" Trusses ere designed in yr.rtlanre with the Hard. Duilding Code i approving this placement plan(s), spratured anywhere on this sheet, the stoner or his representitive acknowledges that this placement plan complie th the structural intent of the mao,t The customer also acknowledges that this approval authorizes EAST DAST TRUSS to manufacture these tmsses and deliver them to the project ]iceted on this drawing. The customer also acknowledges that he/she accepts flpdnoial sponsibility for any repair, engineering, and labor required due to errors ,a, than those of EAST COAST TRUSS. signed: ODE =FBC 2014/TP12007 ASCE 7-1 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY=II XPOSURE = C WF SPEED =170 UILDING TYPE =ENCLOSED EAN HEIGHT = 18.00 GRAVITY LOADS LOOR: DUR FACTOR= 1.0 SF=TCLL - TCDL- BCLL-BCDL 40.0,10.0,0.0,5.0 ,OOF: DUR FACTOR= 1.25 SF=TCLL - TCDL - BCLL - BCDL 20.0115.090.0,10.0 LOADS PER FBC & FRC 'NON -CONCURRENT BC LL 10pe UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDERICOLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. SPANNING 20'-0" OR CAUTION'. -SPANS THAN 30'-0" — MUST BE SET WITH A SPREADER BAR. ]LUE SPREADER BAR SHOULD BE AT LEAST 112 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCI-Bt FOR COMPLETE ERECTION AND SAFETY PROCEDURES. SUPPORTANY PLANT SHELVES File I apy 1/4" if plot 18x24) .Designed by:SB