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Home My WebLink AboutTRUSS DRAWING=LIFE SAFETY WARNING HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT I/ This symbo Identifies Life Safety Warnings that should be r ad 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 ,. TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Soin or less 60 degrees orless ♦ram 112 s an �, Tag �prox 2/3 to Tag line approx 9 line 1/2 of Span. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. I 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 -equirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. !\ WARNING 0, The size of these trusses makes it necessary that they e set by a profeesional builder 3miliar 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 1 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 Q yCEILING @ 101 2.5/12 VAULT BRG WALL @ 91- 411 BRG WALL @ 111- 8111 OCONNECTIONS DESIGNED AND SUPPLIED BY OTHERS JOTES: INTERNAL LOAD BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAY ALL BEAMS BY OTHERS. TRUSS TO LEDGER CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS. BUILDER IS TO BALANCE FRAME CEILINGS AS NEEDED. d Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers II ,L. II CORNOERJACKS ARE NOT BEVELED. SEE STANDARD NGINEERING. 24''O C. THRU t1l CORNERJACKS ONLY 24' CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Z)UUAKt UU I tNU 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL V \,.D V/ll\L VV 1 LIrV 2X4 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: COFFER i I r� 2.5 4-01 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'4" END DETAIL: (A) 5It- 6-11=G I 1 N FABRICATION AGREEAIIENT 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 buss placement diagram layout, which is the sole authority for etermining successful fabrication of the busses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days W delivery the ldersigned agrees that no backcharges will be allowed. In the event such written notice is famished Chambers Truss fall have three (3) business days in which to begin repairs required, or to substitute other busses, at Chambers option, her 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI` summary sheet by TPI & WTCA- 5. Delivery is to job site. It Is the buyers responsibility to make the job site suitable for delivery. Chambers Truss has e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses ff Chambers Truss has redeliver because job site is not prepared for delivery a buyer is not prepared for delivery of busses. Buyer is sponslble to Chambers Truss for lowing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change it any charges are made in this layout A $50 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 price. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date d :livery 'd 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. 1-10 % per month service charge will be Wed for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees iyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorneys tees, d default in payment for material be made by the dpient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action will be Saint Luce County, Florida. 11. Design responsibilities are per `"'National Standard And Recommended Guidelines On Resporsdn2ities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPUWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. 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 po ry and permanent bracing are required and can save I'rfe and property and is the responsibility of the truss erector. .111161 Study the contents of the information packet included on delivery before setting trusses. .1111161111, Trusses must be set and braced per design to prevent injury & damage. Trusses must be set 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 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800-551.5932 Fort Pierce 772-465-2012 Fax 772465.8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM PLUMB CUT END _.—,--.._.-.. .. _..._ — LOADINGrOESIGN CRITERIA REDUCIBLE 2X4 TOP CHORD DESIGN PER CODE SUCH AS SW I&M 5.1 LEDGER BOTTOM @ 10' END DETAIL: (B) county Saint Lucie County Building Department City of Port Saint Lucie Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 42 0 Bottom Chord Live -10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 16, Building Type Enclosed Building Category It: 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 PAUL WELCH INC. MECH-ELECT-CIVIL ENk_,, 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL PAUL WELCH P.E FLA REG NO.29945 r 4(k I 204 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: 75217 SCALE: 1 /4" = 1 D-0r1 145 total trusses, 47 unique designs Designer: BLW Reviewed by: _ Date: 06/04/18 FOR JC & Sons DESCRIPTION: t—ILE Copy NGUYEN I Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75217