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HomeMy WebLinkAboutTruss Layout - Windsor(1) =LIFE SAFETY WARNING T Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers ! ! HRGARRERLGGATEDAfiDIMEN9ONEDONLAYOUT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED& RETURNED This symbol identifies Life Safety Warnings that should be read and given special attention to all PLUMB CUT END h1.undesign all be made acknowledgesn strict accordancewith this truss placement diagram layout, which is the sole authority for persons installing trusses. 2X4 TOP CHORD AGO RE JAGI<E �� ARE NOT BEVEILED. x etermining successful fabrication of the trusses. WALL HEIGHT 8'-0" 4 r E INE RING. ENGINEERING. Uw 2. All dimensions in this layout have been verified by the undersigned. O0Z SPACING NOTE END DETAIL: TYPICAL °0 3. Unless written notice is provided by certified 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 furnished Chambers Truss All trusses are to be set 2'-0" On hall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. center except as noted. fter 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 buyer's responsibility to make the job site suitable for delivery. Chambers Truss has MULTIPLE PLY TRUSSES MUST BE FASTENED he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will TOGETHER PER ENGINEERING BEFORE a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has 3-15 o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is SETTING. REFER TO ENGINEERING DRAWING C NE THRU CORNER JACKS esponsible to Chambers Truss for towing costs due to site conditions. ONLY 24" 1'1-0/16 TO DETERMINE IF MULTIPLE PLY. a O 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour � ee for revisions may be charged by Chambers Truss. PORCH LEFT1 1-00P H RIGHT CORNER DETAIL 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. OVERHANGS NOT SHOWN FOR CLARITY nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss ��\\\\\ \� ' 35-00-00 35-00-00 easonable attorneys 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. 19-09-00 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 19-09-00 15-03-00 15-03-00 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees A ayment when due of any and all indebtedness owed to Chambers Truss b an entity receiving material and the Y Y Y 9 -: r- r- � co M � n a- => - W: ndersigned agrees to pay such indebtedness including attorne 's fees, if default in payment for material be made b the DON'T LIFT TRUSSES M �, M; -�, -� Y PY Y WITH SPANS LONGER THAN D 4 4 a ° ecipient. Ds Q © 4 Q ;; `' 4 4 A D 4 4 °' 30 BY THE PEAK. ° ° 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to ORC CONSULT SCSI q q erein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. -:. n, 1 D o J 1 0 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For N 0 " onstruction Using Metal Plate Connected Wood Trusses ANSIITPIMTCA 4-2002D 30' Sp n or less �A� Q ' + + o D 12. Warranty is per Chambers Truss Warranty attached. Spre der Bar ' _ + + + + + 60 degrees o + + + + { + + + + a o.......... or less o 4 + + + + + ° �5c 15C ''' o DATED + + + + + �fc, + + GRA cRA + + + D' IGNED ° a -02-00 + + + ;/11/400 + + 2-02-0 °' -02-00 1 -11- 2-02-00 OR TITLE �— 112 span Ta. �Approx 2/ Tag line 9 line approx. 1/2 of Span. ° + + �, + o+ + A A ° o o ° ° ° ° ° �' ° ° Q ° + +�F /iV + + + + M +���,� + a a a ° ° a 4 4 4 4 ° A spreader bar may be required per "BCSI" to prevent injury & damage. REFER TO SCSI REFER TO SCSI .. ...._ • Truss must be set this way ff crane is used. Truss must be set this way'rf crane is used. + +........ + + +. +........ Al Al Truss is an example,your truss may not match. Truss is an example,your truss may not match. + + + + + ° ° + + -+� + -+- D 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. 4 + + + + + set, failure to do so can result in roof collapse. ... __ .--_ .. + + + + + AZ AZ + + + + + Q Temporary and permanent bracingare required and can save life and property All load bearing walls, headers, + + + + + + + + + + + p and is the responsibilityqof the truss erector. p p . __.._... beams, & lintels must be in place Study the contents of the information packet included on delivery before 4, settingtrusses. at Indicated height before trusses w.; A 1 o are installed . a Q CD 9 Trusses must be set and braced per design to prevent injury & damage. Q :- ago gut \ ° Trusses must be set plumb and square AIR HANDLER NOTE __ _ __ _ ............ --- - - --- - --- --- Do not set bunks or stack of plywood, roofin material or an other Unless noted elsewhere on this layout, these trusses are not ° g y � 'VL concentrated loads on trusses, this can cause collapse. de signed i ned for air handlers in the roof or for an other A/C 4 ° g DO NOT INSTALL TRUSSES requirements. This may be in conflict with building code and A/C USING THIS -�. ,. I USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES q Y 9 0 .I I ° � Design requirements. Consult with Building Department and A/C o — D 9 ... Contractor. =_y ° _ _ __ _ _ _ _ CHAMBERS TRUS IN 3 � WARNING ° n I builder D r feeslo a e _ _ _. _. __ _... The size of these trusses makes it necessary that they a set by a p o .W familiar with and experienced in the problems and dangers of setting large span trusses. ° 9-0 0 9 14-09-00 °' 14-09-00 � 19- -00 The builder and erector should consult with an engineer licensed in Florida specializing ' CO can er venue 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. Fort Pierce, Florida 34982.6423 OF 800.551-5932 REPRESENTS THE LEFT SIDE - - - Fort Pierce 772.465.2012 Fax 772.465-8711 EACH TRUSS DRAWING �_. ° Vero Beach 772-569.2012 Stuart 772.286.3302 - Web Site. CHAMBERSTRUSS.COM CD 4L o o ° Email: MAIL@CHAMBERSTRUSS.COM .. D The Architect's or Architect's representative's \4 _ _.. . shop drawir.3 approval is NOT a SEAT PLATES BY CHAMBERS TRUSS o -double check- of the contractor. o pr ° o The contractor shall remain responsible ti.. " _. for checking field nzeasuremerts and h °' " other constriction criteria. Architect's 9 40 00 Hatch Legend o approval c��ac rs general roof shape, review of truss strapping, and loading on _..... PP 9" 9 ° D ° structure from gravity and uplift loads and their resp Ive locations. 2/12 VAULT CEIL ING ... .............. 8-17-21 4 Date: Braden raden A.I.A. P.A. d'3f■ R I I I t:, _ _ _ _ _ _ LOADING/DESIGN CRITERIA REDUCIBLE C E I L9 1 N G @ V 6 4 ^- 5 PER CODE SUCH AS SBC 1604.6.1 V �J 4 DESIGN CRITERIA ° ° Count SaintLucie BEARING 8' 0" g P 16 ° Building Department Saint Lucie County 101 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 'd � � ° Wind Design Criteria ASCE 7-16 A5 Roofing Material Shingle or Shake a D Loading in PSF Roof R.D.L. Floor a Top Chord Live 20 0 Top Chord Dead 7 4.2 0 D Bottom Chord Live 10-Non Conccurent 0 Bottom Chord Dead 10 3 0 4 Total Load 47 7.2 0 °` Duration Factor 1.25 0 63 4 INVERTED "V" WEBS AT CENTER ° =a INVERTED V WEBS AT CENTER p Wind Speed 165mph PLUMB CUT END W19' B.C. PANNEL LOAD W/ (2) Wl9' B.C. PANNEL LOAD W1 (2) Top Chord C.B. Sheathing by builder 19 12 2X4 TOP CHORD 50# POINT LOADS PER TRUSS FOR A.H.U. o 0 50# POINT LOADS PER TRUSS FOR A.H.U. Bottom Chord C.B. Sheathing by builder _. n 4, WALL HEIGHT 8 -0 o D - Highest Mean Height 15 Al o ° Building Type Enclosed END DETAIL: VAULT CLG ° I Building Category IL Non Restrictive a Exposure Category C>Open Terrain with scattered obstructions ......... t D Miles from Ocean 5 A Conforms to Florida Building Code 2020 Q D R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Q i'A ATA �2 3-15 ° ° ° ° a ° ° ° ° ° o Verify DESIGN CRITERIA shown above with the ° building department and our engineer. 12 _ 9 P Y 9 ° ° o Design Criteria is the responsibility of the 0ID 11-00 a °° ° ° Building Designer and/or Engineer of Record .. __ 10-08 T SETBACK BOSTON HIP ° T SETBACK BOSTON HIP 10 08 D D PLUMB CUT END ° 0 4 BHA ° BHA4. o a Chambers Truss Inc. Drawing Name: M11494 4 TOP CHORD 12 �` ° � ° o ° c SCALE: 1/4 - 1 -0 11 82 total trusses 20 unique designs 2X �� 4 r .:.. ... .;ri ° o .;.;; q g WALL HEIGHT 8 -0 4 ° D. END DETAIL: COFFER o , ° o g cr i Designer: BLW Reviewed by: i Date: 07/16/21 „$ FOR n 4 4 ° E ° Wynne Development _ 6-00 ° ° v ° a ° ° ° ° o; ° d v ° ° ° J1 ° ° o v ° 4 0 ° ° ° c DESCRIPTION: 3 15 -di71 WINDSOR 14-04-00 6-04-00 14-04-00 14-04-00 6-04-00 14-04-00 Page 1 of 1 CUSTOMER INITIALS EACH PAGE 1 1-0 35-00-00 35-00-00 2-02-00 M 11494