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Home My WebLink AboutTRUSS DRAWING=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING Ift TO DETERMINE IF MULTIPLE PLY. Al, DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A 30 to pan Spre der Bar A 60 degrees or less Tag Yrw 1/2 awn —� Tap line B MWox Z3 to epprox. 1/2 of Span. REFER TO SCSI REFER TO BCSI Toss must be set this way if vane is used. Toss must be set this way if crane is uses. Truss is an example, your truss may not match. Trusses an example, your truss may not match. Insist vane operator sets truss this way. Insist crane 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 HANDLER NOTE 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. ! WARNING The size of these trusses makes it necessary that they a set by a professional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS MANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=O.162" x 3 1 /2" Legend F CEILING STEPS 12" LOAD VIA BEARING AT 10'-0" Q Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 34' - 38' IN LENGTH!! NOTES: * INTERNAL BEARING WALLS REQUIRED AS SHOWN. * LEVEL RETURNS ARE BY BUILDER IF DESIRED. * ALL BEAMS ARE BY OTHERS. * TRUSSES HAVE NOT BEEN DESIGNED WITH .5" DEFLECTION OR L= S. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 10'-0" END DETAIL: TYPICAL 4-03 " 2-00-00 6r-- i wpcwwrsa ulcAlFnAs o•smorEoox unison i�'A i ih t t I III. �(�. camhoaaums. I 1 Ili `l Encrseaxa � � < I �, l o Coosacsa"�"uras MY u CORNER DETAIL aewnwoa for sloww roa vAnrrr FILE COPY he Architect's or Architect's representative's shop dr3vi119 approval is NOT a "double clieO I 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 Itrapping d loading on structure from gpvit n u liftloads and their respec cis ions. Approved By: Date: Braden &Braden A..A. - SQUARE CUT END 2X4 TOP CHORD 6r WALL HEIGHT 10'-0" END DETAIL: MASTER 4-03 2-00-00 3-00-00 1 j FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED !rho undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout which is the sole authority for mlirn successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice isprovided by certified mail to Chambers Truss within IN (10) days of delivery the: ndersigned agrees that no badecharges will be allowed. In the event such written notice is furnished Chambers Truss hail have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 10 days of delivery remedy will be according to Florida stands 558. ; 4. The undersigned acknowledges receipt of'BCSI' summary :sheet by TPI & WTCA 5. Delivery s site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has tjob e sole authority to determine the suitability of the job site or aportion of the job site for delivery. Chambers Truss will, responsible for dump delivery only. The buyer is responsible lion additional delivery expenses t Chambers Truss has: to redeliver because job she is not prepared for delivery or twyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Pr ce as shown n paragraph 7 below is subject to charge if any changes are made in this layout. A $50 per lour' nor revisions may be charged by Chambers Truss. 7. This s a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled dale of idefividy t buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Toss I able attorneys fee for collections in event of payment not tmely made. 1-lt2 % per month service charge will be 1 for a0 sums not paid within term. 8. Signature or initials an ! g anywhere on this sheet constitutes agreement to aq items herein. ; 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the dersigned agrees to pay such indebtedness including attorneys fees, t default in payment for material be made by the ncipient. i t0. In the event of an n Y litigation concerning this agreement Me items fhnnshed hereunder or paymerds re(erred b' erem, the parties agree that the sole venue for any such action 1n1 be Saint Lucie County. Florida. 11. Design responsibilities are per '"'National Standard And Reammkynded Guidelines On Responslbill'ties For struction Using Metal Plate Connected Wood Trusses ANSUTPVWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty aftarined. l i ATED j IGNED OR TITLE i A spreader bar may be required per to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and pro ry permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusties. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set and square Do not set bunks or stack of t roofing material or an other P Yw�, g y concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS i'RUSS INC Jd ftgrls 3105 Oleander , venue Fort Pierce, Florida 34982.6423 ! I 800.551-5932 Fort Pierce 772465.2012 Fax 772.46M711 Vero Beach 772-569.2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM RSION 7.d.1.431 LOADI N UESIGN CRITERIA REDUC13LE i DESIGN CRITERIA PER ceDESUCH Assec+xw.a, County ST. LUCIE Building Department ST. LUCIE COUNTY h Wind Design Criteria ASCE 2010 j Wind Design Method MWFRS(DirectionaluC-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conocurent 0 Bottom Chord Dead 10 3 0 Total Load 47 72 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 19'-8' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 i Conforms to Florida Building Code 2017 ' R.D.L.=Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75118 i SCALE: 3/16"" = 1'-011 184 total trusses, 74 unique designs Designer: RLC Reviewed by: RLC Date: 04/30/18 REVISED 05/23/18 l FOR j MICHAEL DIFRANCESCO DESCRIPTION: SWAIN Page 1of I CUSTOMER INITIALS EACH PAGE 751