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HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE 5ET AT 2'-0: ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A 0 degrees Sprea er Bar or less 4 1/2 IS iTag Approx 2/3 tom f g Line span approx. one 1/2 of span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this way if crone used. Truss is an example, your truss may not match. This is on example, truss may not match. isist crane ooeretor sets truss this way- Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. . A AIR HANK�:>LEFR NO'TEE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-IAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTHA Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 19'-9" W-3" 'k C L _ For Truss -to Truss___ _ Carrying Girder _ __ _ __ -__ Connections see hanger/connector ails must be as tabs oi schedule in engineering Dome anglednass.. package. Carried Truss SEAT PLATES BY CHAMBERS .��y_. all oil ��So/i u upset--1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12 4.00 F__ I®I®IMI�IMIMIMIM \\\\\ `\\\\ Ii\\\\`; MEMOi OME V 41 INVERTED eve WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) I GRA BHA FABRICATION AGREEMENT' ' i WSMcAMWMeTAMMUMLTws AGM&U MetMWaRETMOM . 71k Iepsl daaatptlah dtM PraPargvdhera ehs b2nsn wa M tatslad tF - Mile undersigned 8*16wisdan .�. 1..Tnum will be nods In ddc sooadpnas ear Elk Wes pkcmwg ch ran iyaR 401hIs Ep feok Wlbti"r far dsbmiiarp.Suop� hbftwm alp bon. 2AA dmiubrp i 1Na tryout Mess bean wdred byes udpappd• 1 Urani wofe dan noto provided by aal6dind b Chrpbis Tiuvs wink bn 601 drys d ddray the urdasbnd aprhrn EW ro Wdcdhwpo tra W abwad..b M not adr wWn nodoe Is Mis heA Cthferrhbars True alpl hm Ern (�brr��paa t.b b Mac, b bapk MIS!" rePare4 orb Nbaei¢a fee Ktmssn, stChsrMrs aFEdn.' 4. 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Yf Lrs waR d sell WPItion canaMlbp thk fepr erneK the tin Mmw hes udw Sur ptyrrwrk rekned to hGMK the Penn spnn aM fn sills wem tar any Such sman wa be Sdt k6de Cooly, Ronda. 21.Onpr rasparn�n are Per -NWAW W Standrd Aid RbbomraerdedGuidsirs On Rsipao6atles PaCahtudkrh lkip Mad Pas Manacled WoodTneen ANSVIPL" CA4-2EET' sroNeD , Multiple ply ttussos must be fastened together per eng n8 • before they are set; falkim to do so can resultin toot conap4e, Temporary and perrnarwnt tracing are ro*dmd and can am We . ' and property and Is the tssponalblgbr of the trues erector: Study the contents of the kdbm;Zgon Included on dellhrery •.7Malsosmstbesetardlraoadperdls�rbpreuertttjlryt:darnge� Tnuses tinust be set phanb and equ.sr• Do netllret bunks or stack of plywood, rootbrg nuterlal or OW other GcA1Cerlfrated loads on btusses, fhb can cause cogapats. DO -NOT SET TRUSSES USING THIS LAYOUT -UsE tAYour DEtNERPA wmI mwssEB TO 36'T TRtIssE3 CHAMBERS TRUSS INC 3105 Oleander Aiienue Fort'Plerde; Fldrlda 34982.6423 800.551-5932 Fort Pierce 772'466-ZQ72 Fax 772-411111 Ill Vero Beach , 7M-GOM12 shlart -772.29 13g2 - -- ---'"TAB Archii�ct's ®r Architect's representative's - Shop drawing approval is NOT a "double check" of the contractor. The Contractor shall remain responsible for checking field measurements add other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and theirPj� five locations. Approved % Date: —f5v, Braden R Braden A.t.A. P.A. -- 92.0/93.2 MITEK 4.2 DESIGN CRITERIA -- County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake ail w Loading in PSF Roof R.D.L. p, Top Chord Live 20 r1I �°0 Top Chord Dead 7 4.2 o Bottom Chord Live 10 Non -Concurrent 0 , e Bottom Chord Dead 10 3 qI 'o I TOTAL Load 37 7.2 m Duration Factor 1.25 cc ` Wind Speed 165mph Top Chord C.B. Sheeting by builder. s �0 Bottom Chord C.B. Sheeting by builder. ~� 15'-Ow Mean Height 15'" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 K.U.L =KBSUaininq V6ad LOOd C.B.=Continuous [Design erify DESIGN CRITERIA shown above with the uilding department and your engineer. Criteria is the responsibility of the uildin Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By._j& /a/t-/i� Date:10/07/15 Revised:10115/15 ' I I FOR 14'-4" 6-4" 14'-4" 14'-4" 1'"upset=l/4" heel=3 15/16" INDICATES LOAD BEARING %�NNE BUILDING CORP. PLUMB CUT END REQUIRED BY TRUSSES ` DESCRIPTION: 2 x 4 Top Chord SUPPLIED BY BUILDER i' CLOUZSED AREAS ARE OF AT A FINISHED FL PORCH RIGHT % SPECIAL CONCERN & MUST BE t PORCH LEFT WALL HEIGHTB' ABOVE FINISHEDFLO'OR � CHECKED CAREFULLY &MAY � 71 CARLTON 3BED REAR PORCH END DETAIL: TYPICAL VAULT ► INDICATE DEVIATION FROM PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE PLANS., ..�__� 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7yy�a i3q�o �ti�a���do `aril