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HomeMy WebLinkAboutRoof Truss� =LIFE SAFETY WARNING Do not stand on tr This; symbol :identifies Life Safety VVamings that I attention should be read and ' given special atte _ o to all 9 p_ persons installing fusses, (' r ' g_ . ARRAN E p. G WITH C assesuntit they .are _braced per BC I &properIY _nailed to straps dhang ha ngers tt BANE OPERATOR I N ADVANCE FOR A SPREADER B IN LENGT AR OF 12 w0 � H.t I IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVERHANGS 'TR SS SPANS, U I FABRIC ATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees 9: Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority f g Y ty or determining successful fabrication of the trusses. _2. All dimensions in this layouthave beenverifiedby the undersigned. 3. Unless written notice is provided, by, certified mail to Chambers Truss within den (10) days of delivery the indersigned agrees that nobackcharges will. be. allowed.. In the event such written notice; is: furnished Chambers Truss shall have three (3). business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4fter 10 days of delivery remedy will be according to Florida statute 558.'` 4. The undersigned acknowledgesreceipt of "BCSI" summary sheet by TPI & WTCA 5. Delivery is to job site. it is the buyer's. responsibility to make the job site suitablefor delivery.'. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will )a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared. for delivery of.. trusses Buyer is responsible 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 $50 per hour Be 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.. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of ielivery if buyer cannot accept delivery of fabricated trusses The undersigned: agrees to pay Chambers Truss: AND OTI--IE1�. t,iONDITI NS CJ'.HOWN (N THI LA 1/[�(J ...reasonable attorneys fee for. collections in event of payment not timely made. 1 1/2 %:per month :service charge will be. `T T - added for all sums not paidwithin terms MATCH THE EXISTING STRUCTURE. 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' TRUSSES WILL ILL BE BUILT PER1 THE LA payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the �q/ YO UIT' ONLY. : undersigned agrees to pay such indebtedness: including attorneys fees, if default in payment for material be made. by the.. { recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agreethat the sole venue forany such action will be: Saint Lucie County Florida. 11. Design responsibilitiesare per ;LNational Standard And Recommended Guidelines On: Responsibilities For Construction Using Metal Plate Connected. Wood. Trusses ANSI/TPliWTCA 4 - 2002te 12. Warranty is per Chambers. Truss Warranty. attached. DATED SIGNED FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. r Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Si Temporary and permanent bracing are required and can save life and property IS I �""� and is the responsibility of the truss erector. EXU Study the contents of the: information packet included on delivery before 9 S T R i T U R C' setting trusses. G 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 NEW'6/12 VALLEY SET ` p Y ON EXISTING 6/12 ROOF concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS'< USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES J1 va J3 o ua SQUARE Nlei wg : k X4IOP CHORD Js s = ro WALL HEIGHT 9'-O" 61_ u12 w END DETAIL:'TYPICAL can er venue cR6 Fort Pierce, Florida 34982.6423 fi„j 12-08-00 800.551.5932 ATA Fort Pierce 772-465.2012 Fax 772-465.8711 4.03 1 Vero Beach 772-569-2012 Stuart Web Site: CHAMBERSTRUSS:COM2 286.3302 ATB BERSTRUSS.COM SP,�.. p,c t OL'r # Ti".L h2 �$Eil N _04_O JrC i APr ROBED AS NOTED I'_VA.EAI SJ0 ir_ L 1,EJTCLED_- ATA NNN �:.. S! ri `!,'' VT4'� DL( RU `IGn,CC)�J JRI4TYAND o ©. 1 RP, t0 Alur IU (lid if �t UI Gi !LNi3 o ON Y li r n,fpr "�a.; rpr2 v sire F6r ',:^:I,l I �n JN PR+' c LQC OC, I'�N : GRA FC " J5 . J5_.. 0 O J3 r :J3 MITEK VERSION 741431 ADINGlDESIGN CRITERIA REDUCIBLE nop^> ER CODE SUCH AS SBC 1604:61 DESIGN CRITERIA , it ."_ J7 ,.., A County ST. LUCIE '.. � Building Department ST LUCIE COUNTY Wind Design: Criteria ASIDE -16 '. Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake Loading in'PSF Roof R.D'.L Floor Top Chord Live 20` - D Top Chord Dead 15 4.2 0 z400-00 B-oo-oo , .Bottom Chord Live "10-Non Conccurent 0 ... : Bottom Chord Dead 10 3 0 Total Load : 55' 7.2 0: 30 00.00 Duration Factor 1.25 0 Wind Speed 160mph - Top Chord C.B.Sheathing by builder Bottom Chord .0 B. Sheathing by builder Highest Mean Height 15, Building Type l Enclosed Building Category It: Non Restrictive Exposure Category C?Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida: Building Code 2020 R.D L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the I O T E S. building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or. Engineer of Record ' ALL BEAMS ARE BY 0TH�RS Chamb ers Truss Inc. Drawing Name: 77962 ALL CEILINGS 1 ARE FLAT. SCALE: a 1'-0" 40 total trusses, 4 unique designs Designer: RLC Reviewed by: RLC LEVEL RETURNS ARE BY BUILDER IF DESIRED, Date:11l22121FOR CHARLIE ROTH DESCRIPTION: ROTH ADDITION Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77962