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Home My WebLink AboutTruss Drawingf y.ada,,i♦;..ail f ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. IRWIN SPACING NOTE. ALL TRU55ES ARE TO BE SET AT 2.-0: ON CENTER EXCEPT A5 NOTED n DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 60 degrees Spreader Bar or less 1/2 lag Line Span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example, your truss may not match. rsist crane operator sets truss this way. I. g Line*_ 1/2 APprox 2/3 to Line 1/2 of Span REFER TO BCSI uss must be set this way if crone used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. A I R 11-1 A. N® 1_ F= FR N ®T FE= 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. Carrying Girder For Truss to Truss Connections see hanger/connector schedule in engineering package. U REPRESENTS A HANGER Haneer Schedut t T Tse M TS26 for 2X4. 91 TH46 for 4X2 except as shown Nails must be as shown. Guide tabs o Dome angle nails. Carried truss Carrying truss Hanger ID Fasteners for Carried truss Fasteners for Carrying truss GR7 ORB THD26-2 F � tivfl 'k ; 16d GRL GRD & GRD 1 `' . THI i210s3 ` " 2 - ' ' a' .. 46-16d GRM GRD & GRD1 THDH210-3 20-16d 46-16d *Please refer to Standard Engineering package for general instructions on installing hangers. 1 Od=0.148"x 3" 16d=0.162" x 3 1/2" INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10•-0" ABOVE FINISHED FLOOR INDICATES LOAD BEARING' 4 x .w , REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 25'-0" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 26 . 35"IN LENGTH!i Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hir ngers PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DET,,, UNSUPPORTED JACK CONNECTION DETAIL MTS16 sbsp (or equal) over Top Child and under Bottom Ch m with 10dxl.5' nags: 7 nails in Cartier Jack; 71n Hip Carrier Double straps for & Jacks CARRIED JACK HIP CARRIER I I MATERIAL & LABOR TO Al I ACH PIGGYSA('KS IS THE RESPONSIBILITY Oe THE BUILDER FAILURE TO ATTACH AS SHOWN CAN RESULT N FAILURE OF ROOF, INJURY AND LOSS LIFE. K-+RtILURE CAN C CCUR DURING INSTALLATION OR LATER I ky 8 %ems'P OX PLYWOOD Gaa AND enuou. feral aracng aaro :. TN.. 24" MAX OC �-- 36" MAX 0 e,Wx/rnae M.taNa to DttaM piggy bo W.a t. boo tvae wIu 8'xe'x1 /2' P1yWood Gmaert a m..hnum a8' on ® tar ♦IM 4 80 comma. Bogs la Dot Mob of Phpy 9ork True antl toP Maio of Bain TNai�a.e.et. f F on �mm/cam of trufHa Bettom M.re of Piggy Ba k tau eb.ra .f Dee. TN.. m. If , maamwn n 2 � �centx_wM yx4 oonem,.a. wt.1 brvu,g, 11 I 1 t I -7r 1 • 16'A" 1 6'-3• 1G-4• i I I 1� , NOTES: ; e * ®! GY A KS SN N OFFSET FOR CLARITY. / If %% t D £ r d / f WALL HEIGHT VARIES / % TYPICAL END DETAIL „ s --- -.Of 69 TRUSS DRAWINGS ARE AT T �H D TO LPN*() FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses Will be lnatalied is: The underslgned acknowledges and agrees: 1: Trusses will be made in sMct accordance with this hose placement diagram layout, which Is the soleautho�ityfordeterminI UT Oil 2. All dimensions th thla layout have been veritied by the undersigned. days ofldeliveryhthe un 1gned ere s that nno ackicharges wtl ba Ibwed,l. nl the eten vent such written notice Is furnished Chambers Tmas shell have three CJ) buugglje, days In vASleh Ito begin repairs required, or to substitute othectrussesThe undersigned acknowled, e4 Chambers cbuV4n. S. Delivery Is to job site. It Is U1e buy fa�responal6b Ity to make the ob sitasultable for delivery. Chambers Truss has the sole authority toUs' detertnlne 11 be the suitability of the Job Its ofn of a The buyer Isrtosresponslblb site fee for ra'Ivecial na dell ery expenses If ChambersIS ; hor as to del very because job site Is riot prepared for delivery or buyer Is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for touring coats due to site conditions. 6. Price as shown 11 Paragraph 7 below Is subject to change If any changes are, made M thils layout, A $50 per hour fee for revisions maybe charged by Chambers Truss. ..7. This is a PURCHASE ORDER to Chambers, Truss of 'the sum agreed to, or If na agreement a reasonable price. Invoice will be made on delivery and paid within terms f t on delivery. Invoice may, be made at scheduled date bf delivery If buyer cannot acoceptne- delivery of fabricated trusses. The undersigned agrees to pay Chambers, Truss reasonable akomoy's fee for collections In event of payment not timely made. 1.12 %per month service charge will be added for all sums not paid within terms, S. Signature or Initials anywhere on this sheet constitutes agreement to all tams herein. - 8: In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity recelNng material and the undersigned agrees 10 pay such Indebtedness Inducting atiomays fees, If default In payment for material be made by the recipient. % 10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint Lacle County, Florida. 11. Design responsibilities are par "National Standard And Recommended Guidelines On Rasponslbllltles For Construction Using Metal Plate Connected Wood Trusses ANSVrPIIWTCA 4 - 2002 DATED ^� IFOR Aspreaderbarmaybe reg*W Par"BCSI I -=to psverltidtuy& damage. . Multipie ply trusses must be fastened togither 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. Tnisses mustbesirtand braced perdaslgn m pneleer it'lury& damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any othei cciicentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 Port Pierce 772.485-2012 Fax 772-465.8711 Vero Beach 772-569.2012 Stuart 772-286-3302 ••'-`- n.a—. nuwupCCCTGIISS-.CnM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCiE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by buifder. Highest Mean Height €'FL ANS AN%%TQ ALL PROPOSED WORK Building Type Building Category ANY CORRECTIONS Exposure Category AID VNSPECTORS THAT' Barrier Island [" n _ Y SE NECESSARY iN ORDER T01t` Conforms to FBC 2010 SMPLY WI€H ALL'APPLIGASLE CODES, R.D.L: REtstrainin Dead Load C.B.=Contnuo s Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss inc. Drawing Name: 72625 Scale: 3/16 = 1 ! 280 total trusses, 69 different trusses. MI 4: RLC ACAD: RLC Reviewed By: D 4 FOR } , vs FILE COP DESCRIPTION: MELVILLE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 722 COPY