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Home My WebLink AboutAPPROVED, Truss Layout - Cottage Left=LIFE SAFETY WARNING &Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers ! I HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT 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 A& TO DETERMINE IF MULTIPLE PLY. a DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A� Spre er Bar 60 degrees or less Tag line 46�112 span � Tag Line �pprox to �� approx.i12 W Spp an REFER TO BCSr REFER TO B=mod, Truss must be set this way 0 crane is used. Truss must be set this way Truss is an example, your truss may not match. Truss is an example, your truInsist crane operator sets truss this way. Insist crane operator sets 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. N WARNING The size of these trusses makes it necessary that they a set by a profeesional 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 Hatch Legend ATTIC STORAGE 2/12 VAULT 4 �° �° BEARING a@ 81- lot a METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. ALL BEAMS BY OTHERS CORNDERJACKS ARE NOT BEVELED - SEE STANDARD ENGINEERING- 24" O.C. THRU CORNER JACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARrTY PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'- V 12 END DETAIL: TYPICAL 4 t-- 3-15 a 1-aa-oa PLUINB CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'- 1" �1 4 END DETAIL: TYPICAL .J2 :r3-15 12 v 1-aD-00 The Architect's or Architect"s representative-'• 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 and uplift loads and their resp9c$ve locations. Approved, By -,- Date. - Braden 3-23-21 aden A.I.A. P.A. 0� kOZ FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority fol etermining successful fabrication of the trusses, 2. All dimensions in this layout have been verified by the undersigned. 3- Unless written notice is provided by oedified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed, In the event such written notice is fumished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. titer 10 days of delivery remedy will be according to Florida statute W, 4. The undersigned acknowledges receipt of "SCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for detiuery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site far delivery, Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A sw per hour e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable prioe. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of ,livery if buyer cannot accept delivery of fabricated trusses- The undersigned agrees to pay Chambers Truss asonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month selvioe charge vluiil be fded for all sums not paid within terms. 8. Sgnature or inifials anywhere on this sheet constitutes agreement to all terms herein. 9. In oonsideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the idersigned agrees to pay suds indebtedness including aftorney's fees, if default in payment for material be made by the 110. In the event of any litigation ooncerning this agreement, the items furnished hereunder or payments referred to ein, the parties agree that the sole venue for any such acfion will be Saint Lucie County, Florida 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood musses ANSI TPIMITCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. TED ED TITLE A spreader bar may be required per "BCSI" 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 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 trusses. Trusses must be set and braced per design to prevent injury 8, damage. Trusses must be sett plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 800.551-5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772-569.2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM DESIGN CRITERIA LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 145046.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 V ind Design Method MWFRS{Direcbonal)1C-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 Conceurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 165mph Top Chord C,B- Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from ocean 5 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: M11455 SCALE: 1 /411 = if -Off 72 total trusses, 18 unique designs Designer: SLW Reviewed by: Date: 11 /08/19 FOR Wynne Development DESCRIPTION: THE COTTAGE / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE Ml 1455