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Home My WebLink AboutAPPROVED Truss Layout - RoyaleA=LIFE SAFETY WARNING This symbol identities Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGIN G NOTE 4'L TRLJSSES APE TO 13E SET AT 2'-0: ON CENTER EXCEPT AS NOTED s n! DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. 0 30' Span or less �60 degrees or less �1/2 ` T da Line Sparl approx, REFER TO BCSI truss must he set this way if crane used - Truss s on example, your truss may not ma[ch- Insist crane operator sets truss this woy- 30' to 60' Span t'og ,.._ Approx 2/3 to _� Lille 1 /2 of Spun REFER TO BCSI ass must be set this way if crone used - This is an example, 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 are installed. A AI F2 HAI'V C7L11=--=FZ "aT1= 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 A1C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs of Dome angle nails. Truss HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT 71 77, q12 CORNER JACKS ARE MI RE EIEI7. SEE STANDAPA U W EWINEEPINO � ON 0 Fl r 24' o.C- rHRU CORNER JACKS - t ONLY 24' Lr'118" r..---�.— CORNER DETAIL_ OVERHANGS NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS !' INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 1 8'-1" heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT' TRUSSES CANNOT 49 STAIMD UNTIL THIS AGREEMENT IS SIGNED 3 RMRNEA The legal description of the property where the trusses will be Installed is; 1'.-Trussee wig be made In strict eceordance with this truss placement diagram tgOL whkh-is the sale authority for delermIning. successful fabricailoq of the trusses. 2. All dlmenslons In this layout have bean "11ed by the undersigned, .3. Unlads wMan notice is provided by oertMed mail to Chambers Trues within len (11 days 0 delivery the undersigned agrees that no baekclarges will he allowed.•In the ever such written notka Is furnished Chambers Truss shall have three (3) bu&w" days in whirl to begin repairs roquiredI or to subslitt{ta athatbusses, er Chambers optl m • 4. The undersigned acknowledges recerpt of "BCSI 1Z3" summary sheet by TRI & WTCA. S. Delivery kt to job site, It Is the btryer+a'reaponsiblllty fe make the job Bite suitable fa delivery. Chambers Truss has the sale authority to det=4t, the suiYahfAty of the Job site al t pc3ril an of the }ph site far delivery. Chsmbers Truss will he responsible for dump delivery only The buyer' !s responsible for additional deilm-1 expanses if Chambers Truss has to redallve because job site Is riot prepared for delhrory or buyer Is not prepared for doWery of trusses Buyer le responsible to Chambers Truss for towing costs due to all& condltlons. 6. Prke as shown lq paragraph 7 below Is subject to change 9 any changes are. made lli Ni. liyok A $60 per hour fee for revisiorts maybe charged by Chambers Truss, ' . 7; This• is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ns agreement a reasonable price. Invoice will be made on delivery and paid within tens of nei on delivery. Invoice may -be made at scheduled data"af delivery if buyer cannot aocept doAvevy of fabrlCatad trusses. The undersigned agrees to pay Cham6ers,Truss reasonable Shorn fee far coltee3bria In event of payment not timely made, 1-1r2 % per month selvjcs charge will be added for all sums not patd'within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. qAn oonalderation of Chambers Truss extend4V credit for this material the undersigned urroarrdldonally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity recelving material and the undersigned agrees to pay such Indebtedness lnclr�ing attpmeys leas, If default in payment for material be made by the reciplant. '10. In the event of any litigation ooncaming this agreement, the UnIs fumished hereundgr or payments referred to herein, the, parties Ogres that the sole venue for any such action Wa be Saint hrrcle County, Florida. 11. Design responsiblMes are per'"Natlonatl Standard And Re'Cammended Guidellnes On i Rasponsibfiltles For Construction Using Metal Plate Connected Wood Trusses ANSIIrPlr1'W 4 - 20=- DATED _ SIGNED , FCiR_ TITLE ' Aspreadwbarmaybemgt*wiper"SC'a I-j=tepmvwttkiwi&darrraga• 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 prop" and Is this reiponslblllty of the truss erector. Study the conteab of the Information packet Included on delivery before setting trusses. -Thworn mustbeseiand braced perdaslgn ip preMltfnjUFy& din2ge. Trusses must be set plumb and square Do no# set bunks or stack of plywood, roofing material or any Other;gificentrated loads an trusses, this can cause colfapae. DO- NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT RELWERED WITH TRUSSES To SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander AVenue Fort Plerce; Florida 34982-6423 800-551-5932 Fort Pierce 772 48S-2D12 Fax 772-dM-871 i Vero 13"ch 772-369 2012 Stuart 772-286-3302 IlTrrw. ^UARaracaQTCI1CSt; M.111i '. The Architect's or Architect's representative's shop drawing approval is NOT a "double chests" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval ravers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their rasp ve locations. Approved By: 3-23-21 Date: _ -- Braden raden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 > p 'Wind Design Method MWFRSIC-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof o Loading in PSF Roof R.D.L. Top Chord Live 20 a c — Top Chord Dead 7 4.2 yBottom Chord Live 1 ❑ Non -Concurrent Bottom Chord Dead 10 3 �? TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph v Top Chord C.B. Sheeting by builder. Bottom Chord G.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verity DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the L.L vJ Q G 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Chambers Truss Inc. Drawing Name: M11324 Scale: 114 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date: 07/19/12 Revised: 03/21/18 FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: ROYALE PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324