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Home My WebLink AboutTRUSS DRAWINGSL=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read 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. ,. DONT LIFT TRUSSES WITH SPANS LONGER THAN 39 BY THE PEAK. CONSULT BCSI 30' SDAn or less 60 degrees orless 411. 112 aPan approx. REFER TO BCSI Truss must be set this way if core is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Bar _6 x213 b�. Tag line V2 of SPan. REFER TO BCSI Toss must be set this way it cone is mad. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. w AIR HANDLER NOTE nless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C iirements. This may be in conflict with building code and A/C sign requirements. Consult with Building Department and A/C Contractor. WARNING L size of these trusses makes it necessary that they a sot by a profeesional builder ar with and experienced in the problems and dangers of setting large span trusses. builder and erector should consult with an engineer licensed in Florida specializing od 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. EAT PLATES BY CHAMBERS TRUSS CORNER DETAIL Hatch Leqend PLUMB CUT END 2X4 TOP CHORD 4 WALL HEIGHT 8'-0" END DETAIL: VAULT 12 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: TYPICAL 3-1 1�00 00 4r-- 61 INDICATES VOLUME CEILING LOAD BEARING AT 8'-0" TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. Q Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 17' - 23' IN LENGTH!! SITTING ROOM RIGHT SITTING ROOM LEFT FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RERMED rhe undersigned acknowledges and agrees: 1. Trusses w7 be made in strict accordance with tits truss placement degran Wimet which is the sole authority for! Wh8muning sucoesstul fabrication of the trusses, 2. At dimensions in this layout have been verified by the wndresgned. 3. Unless widen notice is provided by cerifiecl mad to Chambers Truss within fen (10) days of dePivery that [4, signed agrees that no badcdrages will be allowed. In the event such wrilleh voice is famished Chambers Tess , have twee (3) lnsiress days in which b begin repairs requited, of b substitute other trusses. at Chambers option, j 10 days d delivery remedy w7 be aka 6 g to Florida st�de 5511 i The undersgned adkowledges receipt of'BCSP summary sheet by TPI d WtCllole athority determine the suitabrdy of5. Delivery is to job site. It is the buWs �slle oto rsaportion d trejo the job sle � jor� delivery. Chambes Tess Ivy t sponsible fa dung deivery only. The buyer is tespo sbl t for additional - Chandialsf hambers Tess drusts has deliver because job site s not prepared for delivery or buyer is not prepared br delivery of tnsses.TBuyer is eSpOnSible b Chambers Tess for bnv costs due to site calhd6ols. 6. Price as sham in paragraph 7 below is subject to change I any changes are made in this layout A $50 per hour! ae for revisions may be charged by Chambers Tess. 7. The is a PURCHASE ORDER to Chambers Tess Of the sum agreed b, or I no agreement a reasonable price. voice will be made on delivery and paid within fems of net on delivery. Invoice miry be (made at scheduled dale of: killivery I buyer cannot accept delivery of fabricaled trusses The undersigned agrees to pay Chambers Tess! easonable atbmeys fee for collections in event of payment not timely made. 142 % per month service charge will be idded for all suns not paid within terms. 8. Signature or niiak anywhere on this sheet constitutes; agreement to at toms herein 9. In consideration of Chambers Tess extending credl for this material the undersigned unconditionally giraaMees : virment when due of arty and all indebtedness owed to Chambers Tess by any entity receiving material and the: nMsigned agrees b pay such indebtedness inducting attorneys fees. I dated in palehent for maerial be made by the ecipient 10. In the event of any litigation oahcerning this agreement, the 'dens hxnished hereunder or payments reki ed b well. Me parties agree flat the sole veare for any such action will be Sant Lu9e County. Forda. 11. Design resporsbites are per ""National Standard And Recommended Gddeihes On Reepersbilifies For j USIN Metal Plate Connected Wood Tosses ANSIRPtWTCA 4 - 2002"" i 12. Warranty is per Chambers Tess Warranty attached. ATED IGNED i OR TITLE_ I A spreader bar may be required per 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. i Study the contents of the information packet included on delivery before setting trusses. 1 Trusses must be set and braced per design to prevent injury & damage. Trusses must be set and square ® ® Do not set bunks or stack of p yl wood, roofing material or any other concentrated loads on trusses, this can Muse collapse. DO NOT INSTALL TRUSSES USING 710S USE PLAN DELIVERED WITH TRUSSES TO SEr TRUSSES CHAMBERS TRUSS INC 31050 n venue i Fort Pierce, Florida 34982-M 800-551-M Fort Pierce M 465-2012 Fax 772.465.81"11 i Vero Beach M-569-2012 Stuart Tr•288-3;i02 j Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COIII i e -' ' ..•cc s representati, shop drawi,. proval is NOT a "double cheer. :J 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 9ra ity and uplift loads am their re Live Iota {o - .... Approve Date: — B Idero t: Sweden A.i.A. p.a.._ -__- .e.t. tl]Nk"AXSM CRITEM REOIICwtE PER CCOE SUCH w4 Sec 1e0s w/ DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(DirectonaW" 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 Conoauent 0 Bottom Chord Dead 10 3 0 Total Load 47 72 0 i Duration Factor 125 0 i Wind Speed 165mph i Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obetrted ons Miles from Ocean 5 + Confomhs to Florida Building Code 2017 i 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 andlor Engineer of Record i -------------------- Chambers Truss Inc. Drawing Name: M11422 SCALE: 1/4" = V-0" 84 total trusses, 16 unique designs j Designer. RLC Reviewed by: RLC 7 5a al j Date: 06/20/18 FOR 49 �G5 Ca5iIC45 WYNNE DEVELOPMENT DESCRIPTION: MAJESTIC/ 2 CAR/ ENCLOSED REAR PORCH Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11422