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Home My WebLink AboutTRUSS DRAWING F =LIFE SAFETY WARNING � � FABRICATION AGREEMENT Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers . . TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED& RETURNED mbol identifies Life Safety Warnings thate read and given special attention to all & ARRANGE WITH CRANE OPERATOR I N ADVANCE FOR A SPREADER BAR O F 21 ' - 26' I N LENGTH ! ! he undersigned acknowledges and agrees: persons installing trusses. 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. SPACING NOTE METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 23. Unnilessswritten noticeysutprovd been y�cert�dym l undersigned. rs Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. All trusses are to be set 2'-0�� On fter 10 days of delivery remedy will be according to Florida statute 558. center except as noted. 4. The undersigned acknowledges receipt of"BCSI"summary sheet by TPI &WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for 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 MULTIPLE PLY TRUSSES MUST BE FASTENED a responsible for dump delivery only. The buyer is responsible for additional deliver expenses if Chambers Truss has TOGETHER PER ENGINEERING BEFORE Y Y o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. SETTING. REFER TO ENGINEERING DRAWING 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour TO DETERMINE IF MULTIPLE PLY. 2X6 ITOP CHORD 12 ee 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. ' WALL HEIGHT VARIES 5� nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of END DETAIL: TYPICAL elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorney's fee for collections in event of payment not timely made. 1-1/2% per month service charge will be dded 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 ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the DON'T LIFT TRUSSES `Z�` ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the WITH SPANS LONGER THAN 6-03 ecipient. 30' BY THE PEAK. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to CONSULT BCSI o erein,the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per MNational Standard And Recommended Guidelines On Responsibilities For Loo onstruction Using Metal Plate Connected Wood Trusses ANSVTPI/WTCA 4-2002m 2-00-00 12. Warranty is per Chambers Truss Warranty attached. 30' Sp nor less aaj Spre der Bar �' i 60 degrees orless t ATED f IGNED 71-08-00 OR TITLE Tag line .4 1i2 span �� Tag line -��prox p n.—� approx. 1/2 to of Span. 15-00-00 43-10-00 12-10-00 A spreader bar may be required per "BCSI" to prevent injury & damage. 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 math. Truss is an example,your truss may not math. Multiple ply trusses must be fastened together per engineering before they are Insist crane operator sets truss this way. Insist crane operator sets truss this way. <¢ Q Q Q Q Q Q Q .Q Q Q Q Q Q Q Q Q Q Q Q a Q set failure to do so can result in roof collapse. w w Q Q Q Q <Q 'Q :�QQ f— '1— E- F— W f a a a � and life and Temporary permanent bracing are required and can save I' property All load bearing walls, headers, a a a a a a �; and is the responsibility of the truss erector. b In pl ace I must e lintels & to beams � � Stud the contents of the information Y t packet included on deliverybefore setting r f re trusses tt trusses.es. h o n icat ed hei ght t be at Id Trusses must be set and braced per i design to revert injury & dams e. are installed . g p 1 rY g T s t be set plumb and square AIR HANDLER NOTEIV �. Do not set bunk r s s o tack ofplywood, roofingmaterial 0 or an other r not e truss es are i layout, these concentrated n this a � ' c rated to o , % ' % � � , � % % � � , , , ads on r, % % , , , , , , , % % % '' % „ % % %'„ % ' trusses,Unless noted elsewhere y , % % % % % � % % s, this can cause collapse. r r for an other A/C % % % ' , in th e roof o�r handlers des designed for al Y D DO NOT INSTALL TRUSSES USING THIS % code and A/C requirements. This may be in conflict with building Y g q USE PLAN DE LIVERED WITH TR USSES RUSSES TO SET TR USSES S A G U SE S n /C �l in Department ment and with Building I wl n s. Consult Design q 9 p , Co ntractor. „ CHAMBERS TRUSS INC AR N1NG W f siona bu ilder that th ey a set b a ro ee makes it necessary ese trusses The size of these Y p n trusses. /large span t in a e �dangers Of Sett % % % z z z z % % % ' % % % % % % % % % familiar with and experienced in the problems and dang g g p an engineer licensed in Florida specializing , % % is% % % ' % i The builder and erector should consult with g p 9 / can er Avenue should be at e ue f these trusses. The engineer inot f erection h safe t e a in wood roof trusses about o Fort Pierce, Fl orida 34982-6423 and adv ice. r t d to provide supervision r e ec e n trusse s the job p 0 1-0808 / 0 800.551.5932 0 REPRESENTS THE LEFT SIDE OF ' Fort Pierce 772.465.2012 Fax 772.465.8711 EACH TRUSS DRAWING Co / / CIO Vero Beach 772-569.2012 Stuart 772.286-3302 X Z Z X X Z X X Xt a T1 1 , 1/ Z 1/ 5 Z Z XWeb Si te:te: HA C MB R E ST RUS .S COM 6 / / % % % % % o Email: MAIL@CHAMBERSTRUSS.COM / / o o / ' z RS TRUSS '': z % % % % % '% % z % % i i z PLATES BY CH AMBERS AMB E SE AT T PLA S 1 % V4 /, '/, /, '/, % % % /, n { Hatch Leg end Hat ' o va � P i 4 ]ATTIC SPACE V12 LOADING/DESIGN/ % '/, /,/, '/, '/, '/, i'/, % /, /, '/, '/, '/, '/, '/, '/, '/. CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 i DESIGN CRITERIA 1 11 4 Saint County a t Lucie County IN 8 1 CEI LING G Building Department z % z % % ' % % % % % %'% % % z % % % ', z z ' % % % % % % % % % z z I g p Saint Lucie County ? Wind Design Criteria ASCE 2010 9 € Wind Design Method MWFRS Dir c - 9 ( e tiara/)/C C hybrid Wind ASCE 7-16 Y 1 1 0 RoofingMaterial Metal RING V 1 Loading in PSF Roof R.D.L. Floor BEARING To r p Chord Live 20 0 % % % ', % % ' ' % % % % % %''% z z '' z z VA Top Chord Dead 7 4.2 0 Bottom Chord Live "10-NonConccurent 0 1 11 0 0 D V D Chord Dead BEARING @ 10 - 1 o , , , , , , , , Bottom Cho 10 3 0 Total Load 47 7,2 0 GE8 Duration Factor 1.25 0 Wind Speed 170mph i Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder I ' HAND FRAME RAFTERS ' o Highest Mean Height 15' o € v o Building Type Enclosed `D 1 estrictive BY BUILDER Exposure Category C>Ope Category IL Non nTerrain with scattered obstructions Miles from Ocean 5 I Conforms to Florida Building Code 2020 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 15-00-00 6-04-00 26-05-00 11-01-00 12-10-00 Chambers Truss Inc. Drawing Name: 76292 71-08-00 SCALE: 1/4" = 1 I_0II F 45 total trusses, 12 unique designs 3 Designer: BLW Reviewed by: Date: 12/17/20 FOR G.M. Worley NOTES: DESCRIPTION: BILL & LAUREN SKOPELJA *ALL BEAMS BY OTHERS. Page 1 of 1 CUSTOMER INITIALS EACH PAGE 3 *CEILINGS ARE FLAT. 76292 *PORCH IS HAND FRAME RAFTERS.