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Home My WebLink AboutTRUSS PLACEMENT"BUILDER"S WARNING*TJ J , COMPONENTS AS DEFINED BY VtTt;A 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURA. DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE INSTALLED EgST COAST TRUSBOT OEEN ANALYZED BY NTHE SCSI-BI SUMMARY SHEETS RUSS HANGERS ARE SIMPSON STRONG -TIE tIR USP UNLESS FOR ERECTION AND INSTALSHEETS AND 8 LATION 2) PERMANENT BRACING FOR THE STRUCTURE IS HE PLIES AND TIE CONNECTION INFORMATION. OTHERWISE NOTED. INSTALL HANGERS A[.CORDING RIOR TO INSTALLING ANY TRUSSES!FAILURE SP TRUBSEB ESPONSIBILITY OF OTHERS.OUR DESIGN DEPARTMENTMUST APPROVE OTHE CURRENT SIMPSON STRONG -TIE OR USP CATALOG FOLLOW INSTRUCTIONS ON THE Br -B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ALTERATIONS ANDIOR REPAIRS TO TRUSSES IN NrINFFRIN(1TRUSS DRAWINGS DVANr.P T (D EAST COAST TRUSS a' Ia 5M ST. II/CIE BLVD. F1'. PIERCE. FL 34946 OFFICE 072) 466-2,480 FAX: Cn21466-5336 USTOMER:Mel-Ry Construction JOB NAME:Parent Residence BEARING E L E VAT I O N S DDRESS:2044 Nettles ITY/CNTYPt. St. Lucie ! St. Lucie 12 OB # , 4 1 /16" 5 it MODEL Custom / Lower Roof & Floors HEEL LA.F.F. Q A 873 Truss Connector Total List`' ATE 05/09/18 = n Manuf Product QtV 61GI5931.003(3)(c), EAST COAST TRUSS® the 1 JJJ "True¢ Decry Ea,inore, ; I.. ere dad,ml I. wrNentt with the , H G U S210-2 1 Flnrid. Beldrne , H H US48 7 4 1 /2" SGANN ' 1 HUS28-2 1 ligned: urner gisrplacerar mirno,fedgesthtthinatured shereaitat sheetthe tomer a his repreaenti0va ecknowiedges that this plaaertrent plan compli X, h fha structural intend M the prged. he waomar am mnsiPe etlgas Mat this appraval a"rizes EAST I e AST TRUSS to msnutadune Mesa truseas end deliver them M the proud 1 , U 24 2 loafed on this drew4g , he wstomer am admowtedges Met he/she aosepts finenca 1 - pareibilfly, for any repair, engineering, end Ist. required due to errors 1 TYPICAL END DETAIL L-1 = (2) 2X LEDGER BY BLDR., TOP @ 9'-11' A.F.F. of EAST COAST BUSS t Date: ODE =FBC 2017/TP12014 ASCE 7-1 DESIGN CRITERIA =MWFRS CCUPANCY CATEGORY =11 LLJ W XPOSURE = D CL WF SPEED =170 UILDING TYPE = ENCLOSED Q MEAN HEIGHT =15 GRAVITY LOADS LOOR: DUR FACTOR= 1.0 J SF=TCLL - TCDL- BCLL-BCDL Z 40.0,20.0,0.0,5.0 ROOF: DUR FACTOR= 1.25 PSF=TCLL - TCDL - BCLL - BCDL 20.0,15.0, 0.0,10.0 *NON -CONCURRENT BC LL 10psf L� UNLESS SHOWN ON ENGINEERED TRUSS I— - DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. FLOOR TRUSSES SPANNING 20'-0" OR MORE MUST 8E SET WITH A SPREADER BAR, THE - - SPREADER BAR SHOULD BE AT LEAST 112 TO �\ 213 IN LENGTH AS THE SPAN OF THE TRUSS Z) " BEING SET. - REFER TO BCI-B1 FOR COMPLETE e - ERECTION AND SAFETY PROCEDURES. NUIL SUPPORT ANY PLANT SHELVES saaaaaaaaa The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. J The contractor shall remain responsible _ for checking field measurements and ` FL09 4X2 FLOOR other construction criteria, Architect's approval covers general roof shape, 1 r LAO review of truss strapping, and loading on structure from gravity and upllfl sand �r �,r.I T their respective la i s.REVISIONS P � (2) 2X LEDGER ' , 1 Approved By: BY BLDR. ^ Date: add Braden 8, Bi TO , V 0 TRUSS PLACEMENT PLAN if pot x esigne y: *BUILDER"S WARNING* COMPONENTS AS DEFINED BY WLCA 1 - 190d i) FOR THE ERECTION BRACING FOLLOW INSTRUCTIONS STRUCTURAL DATA, NUMBER OF GIRDER AND DESIGN DEPARTMENT APPROVES THEM IN ADVANCr RING POINTS MUST BE INSTALLED O INSTALLING ANY TRUSSES! FAILURE ERIOR DIAPHRA S HAVE NOT BEEN ANtbd ALYZED BY EAST CO IIST TRUSS. FORLOWCINSTRUCTIONS ON HION AND ION OF E BOSI-BiR SUMMARY NTHE BCSI-81 SUMMARY SHEETS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE 3)IINSTALLLI B BRACING AS STATED ON SEALED RUSS PLIES AND THE CONNECTION INFORMATION. ALTERATIONS AND/OR REPAIRSMUST TO TRUSSES IN HANGERS ARE SIMPSON STRONG -TIE OR USP I INLESS OTHERWISE NOTED, INSTALL HANGERS ACCORDING TO THE CURRENTSIMPSON STRONG -TIE OR USP CATALOG LIZ TRUSS PLACEMENT PLAN BEARING ELEVATIONS 9'-4" A.F.F. L-1 = (2) 2X LEDGER BY BLDR., TOP @ 91-111 A.F.F. The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity a�li d uplift loads and their respA ;lirvq/locations. Braden P- Braden BM1 = BEAMS BY BUILDER 41/16" HEEL ,!%-- I TYPICAL END DETAIL T� s.a. EIT EAST COAST TRUSS 5295 ST.(.00IF BLVD. IT. PIERCE FL 3416 OFFICE (172) ^166-ZIA0 FAX P72J966-5336 NAME:Parent Residence 4ESS:2044 Nettles ar gJOB # �t ODEL Custom / Upper Roof V ARAGE Q Q FT 664 g ATE 05l09/1$ _ 61GLSS-31.003 (3 (e), EAST COAST TRUSS is the "Train Draiga Engineer" Trustee aree dish ed in serordmor, with the Florida eaildiog Code DAST TRUSS to manufadure Oicmled on this drawing_ The cusWraer also aanowled signatured anywhere on this sheet, the modges Ma "a placsment Plan cortplh d. Mat "a approval authorises EAST le Vusses and deliver them to the projeCl that he/she accepts finartoiai ring, and labor required due to etr0rs DE =FBC 2017/TP12014 ASCE 7-1 SIGN CRITERIA =MWFRS CUPANCY CATEGORY =11 POSURE =D JF SPEED =170 ILDING TYPE =ENCLOSED AN HEIGHT =15.00 GRAVITY LOADS )R: DUR FACTOR= 1.0 TCLL - TCDL- BCLL-BCDL 40.0,20.0,0.0,5.0 F: DUR FACTOR= 1.26 TCLL - TCDL - BCLL - BCDL 20.0,15.0,0.0,10.0 'NON -CONCURRENT BC ILL 10psf ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. FLOOR MUST 8E SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST In TO 773 W LENGTH AS THE SPAN OF THE TRUSS BEING SET REFER TO BC1-81 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES FjIg COPY lit 1 I 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1