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Home My WebLink AboutTRUSS DRAWINGSA=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED I MULTIPLE PLY TRUSSES MU5 I bE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE 0 IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less& I 30' to 60' Span 0 degrees Sprea er Bar or less 2 Line span approx. Truss must be set this way if crane used. Truss is an example. your truss may not match. isist crane operator sets truss this way. Ifagf_Approx 2/3 to_p, Line 1/2 of Span REFER TO BCSI ... must be set this way if crane used. This is an example, truss may not match. Insist , one operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses 0 are installed. AL AIR "01I"E=>LIF=Fz;p,� IV®TE 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. For-�-russ to Truss Cc,,-lnections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs Dome angle nails. INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I or I 7n, . NOTES: * ALL BEAMS ARE BY OTHERS. * ALL CEILINGNS ARE FLAT. * LEVEL RETURNS ARE BY BUILDER IF DESIRED. HI11/004 0 i� z T OOZ 1/004 24' O.C. RIJ CORNER JACKS ON1,, .I JACI ONLY a .�,' 24' , CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY upset=1/4" heel=41I16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL FABRICATION AGREEIIAENT TRUSSER CANNOT BE 97ARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed is: -r-a,m aa,oee: --�_ 1. Is the will ut made In strict accordance with this truss placement diagram layout, which b dimensions e Gob authority tar utthave nit auxessful fabrication of the trusses. 2. All lesswrin tichis layout have been verified by the undersigned. 3. Unless delivery the notice is provided by .Grilled ,nag to Chambers Truss within ten (10) days of delivery the undereigned agrees that no beckcharges will be allowed In the event such written notice k b"'oh" Chambers Trues shall have three (3) buu�yneas days In which to begin repairs required, or to substitute other trusses It Chambers optiSn. 5. 4. The undersigned acknowledges maelpt of BCSI 1-03" summairy sheet by TPI 8 WTCA dellveryl Chambersjob Truss has is the buyers responsibility to the sob authority 1data,, the suitability 04 the job job she abe or er Portion of the Job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses If Chambers Truss has to redeliver because Job She I$ not prepared for delivery or buyer Is not Prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to she conditions. 8. this layout. rice as shown In paragraph 7 below Is subject to change a any change. are made In A $W Per hour fee for revisions may bs 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. Invoice will be made on delivery and paid within terms of net on delivery. Invoke may be made et Scheduled date of delhrery If buyer cannot accept delivery of fabricated tenses. The undersigned agrees to pay Chambers, Twos reasonable at tee for collectlons In event of payment not timely made. 1-12 %per month service charge will be added for all sums not paid within terms. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. P. 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 receiving material and the undersigned agrees to pay Such Indebtedness Including attorneys fees. If default in Payment for material be made by the reaplem. 10. In the event of any litigation concerning this agreement, the items furnished hereunder ar payments referred to herein, the parties agree be Saint Walls County, herein venue that the Sole for any such action will I I. Design responsibilities are per -National Standard And Recommended Guidelines On RaepondNllties For Construction Using Metal Plate Connected Wood Trusses 4NSI/rPWVTCA 4 - 2002" Mule tlPp1Y trussesrm wbs rru,�d W eW-6- ktyg"� Per ring 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 rssponsiblllty of the truss I, rector. Study the contents of the Information packet Include.- r:a delivery before setting trusses, Trusses mustbosetandbracedperdslgirbP "&damage, Trusses must be set plumb and squars Do not set bunks or stack of plywood, roofing rnatarist or any other concentrated 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 le::g 3105 Oleander Avenue Fort Plerce, Florida 34982-6423 800-551 -5932 Fort Pismo 772-466-2012 Fax 7724415-8711 Vero Beach 772-569-2012 Stuart 772-266-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 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 Shingle or Shake 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 5 3 TOTAL Load 32 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by bLlilder. Bottom Chord C.B. Sheeting by b ,°:der. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2010 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: 71665 Scale: 1/4 = 1' 77 total trusses, 20 different trusses. MI 4: RLC ACAD: RLC Reviewed By:_ Date: 01 /30/14 FOR MICHAEL DIFRANCESCO DESCRIPTION: BASS PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 20 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 71665