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Home My WebLink AboutYoung Layout=LIFE SAFETY WARNING mbol identifies Life Safety Warnings that be read and given special attention to all persons installing trusses. I 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. n WITH SPANS LONGER 30' BY THE PEAK. CONSULT BCSI 30' Spin or less ISp JU o pan re er Ber I 60 degrees or less T, ime t� 1Iz scan Ta9 Are ( ,oz 213 w 1, A,,,, Ill or Spin. REFER TO BCSI REFER TO BCSI Truss main Me sal this way it crams is used Truss must heset IT'S mare way x b must,Truss is an example, Your mass may not match. Truss Is an example, your 4osa may that match. Insist Nine creator sets truss this way. Insiffi cram operator sets Coss mix wary. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A!* are installed. /i 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. 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 �6/12 VAULT CEILING 0 0 0 CEILING a@ 11'- 0" CEILING @ 121- 0" ° o a°° BEARING @ 10'- 0" ®BEARING @ 271- 0" REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUss HANGER IO FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS US24 (2) 10d nails (4) 10d nails -17R LEE US24 (2) 10d nails (4) 10d nails 'Please refer to Standard Engineering package for general instuccon on installing hangers 10,14148" x 3" 16d=0.162" x 3 112" LIB Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 31' - 36' IN LENGTH!! ZE PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!11 METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. TRUSS DEFLECTION HAS BEEN LIMITED TO 0.5" PER ARCHITECT'S SPECIFACTIONS. NOTES: *ALL BEAMS BY OTHERS. *INTERNAL LOAD BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. *CEILINGS ARE TO BE BALANCE FRAMED BY BUILDER AS NEEDED. *6/12 VAULT CEILING SPRING POINT IS 12'- 0". *PLEASE VERIFY ALL LISTED CONDITIONS SHOWN ON THIS LAYOUT, MAY DEVIATE FROM PLANS. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT V A CORNDER JACKS ARE NOT BEVELED. SEE STANDARD ENGINEERING. 2a"GC THRU COTNER JACKS ONLY CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY PIGGYBACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY, AND LOSS OF LIFE. FALURE CAN OCCUR DURING INSTALLATION OR IAIER ilaayaAra f... I.A. or ureaal ia.c�Np j�L r �xm.. ocvuseE» 1°V`YImu-.. III ism a r ""� I . `°°�sim ' b .-z1",T--. w s Assn • All Was' M., as Masi 4ui¢as me M. N.T.S. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 10'-0" 12 END DETAIL: TYPICAL Sr N.T.S. SQUARE CUT END 12X4 TOP CHORD WALL HEIGHT 10'-0" 12 END DETAIL: COFFER CLG Sr SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 27'-0" END DETAIL: CUPOLA 12 Sr - CUPOLA The Architect's or Architect's representative's 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 respylve locations. Approved By: 3-12-21 Date: Braden &Erraden A.I.A. P.A. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in sbid accordance with this has placement diagram layout, which is the sole authority etermining successful fabrication of the trusses. 2. All dimensions in this layout have been velifted by the undersigned. a=p 3. Unless w6i notice is provided by certified mail to Chambers Truss within ten (10) days of delivery t ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Tru o? r hall have three (3) business days in which to begin repairs required, or to substitute other losses, at Chambers cptir ryoo her 10 days of delivery remedy will be according to Florida stabile 558. 4. The undersigned acknowledges receipt of "SCSI' 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 h e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss o responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss h o redeliver because job site a not prepared for delivery or buyer is not prepared for delivery of losses. Buyer esponsible to Chambers Truss for towing coats due to site Conditions. 6. Price as shown in paragraph 7 below a subject to change If any changes are made in this layout A $50 per he 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 PHI nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date Slivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees IS pay Chambers Tru asonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will III for all sums not paid within terns. 8. Sgnatum at initials anywhere ce this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this malarial the undersigned unconditionally guamnte ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and t ndersigned agrees to pay such indebtedness including atterneys foes, if default in payment for material be made by t scipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred mein, the parties agree that the sale venue for any such action will be Saint Lucie Canty, Florida. 11. Design responsibilities are par 11 atlonal Standard And Recommended Guidelines On Responsibilities f onstruction Using Metal Plate Connected Wood Trusses ANS117PINITCA 4 - 2002M 12. Warranty is per Chambers Two 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 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 & damage. t Trusses must be set plumb and square Do not set bunks or stack of plywood, rooting 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 Sari er Avenue Fort Pierce, Florida 34982.6423 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 LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC I WG.e t DESIGN CRITERIA County Saint Lucie County Building Departrnent Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Dimctiona0/C-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 10 4.2 0 Bottom Chord Live '10-Non Conccul 0 Bottom Chord Dead 10 3 0 Total Load 50 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 17' Building Type Enclosed Building Category II: Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water... Miles from Ocean 1/4 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the V building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77119 SCALE: 3/16" = V-0n 196 total trusses, 74 unique designs Designer: BLW Reviewed by: Date: 11/12/20 Revised 12/14/20 FOR Michael Young DESCRIPTION: YOUNG / RESIDENCE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77119