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Home My WebLink AboutAPPROVED Truss Layout - Cottage Left Al =LIFE SAFETY WARNING & Do not stand on trusses until they are braved per BCSI & properly nailed to straps and hangers ! I HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT FABRICATION AGREEMENT This symbol identifies Life Safety Warnings that TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED& RETURNED shoo Id be read and given special attention to a II M ETA L R o G F S SHOW I M P E R F E CT I o N S. SPECIAL I N STAL LAT I o N CARE MUST B E TAKEN. h 1.Truss undersigned he acknowledges n strict accordance with this truss placement diagram layout, which is the sole authority for persons installing trusses. N etermining successful fabrication of the trusses, 7 2. All dimensions in this layout have been verified by the undersigned. ARE NOT BEVELED E a 3- Unless written notice is provided b certified mail to Chambers Truss within ten (10) days of delivery the SPACING NOTE ARE NOT BEWELED- w� rx Y SEE STANDARD 0 w ndersigned agrees that no backcharges will be allowed, In the event such written notice is furnished Chambers Truss All trusses are to be set Z-01' on ENGINEERING- O z a hall have three(3)business days in which to begin repairs required,or to substitute other trusses,at Chambers option. center except as noted. N a oALL BEAMS BY OTHERS fter 10 days of delivery remedy will be according to Florida statute 558. ��. 4.The undersigned acknowledges receipt of"SCSI"summary sheet by TPI &WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for detiuery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery,Chambers Truss will MULTIPLE PLY TRUSSES MUST BE FA TOGETHER PER ENGINEERING BEFORE a responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has SETTING. REFER TO ENGINEERING DRAWING o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is „ sponsible to Chambers Truss for towing costs due to site conditions.TO DETERMINE IF MULTIPLE PLY. _ s. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout.A$50 per hour 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 price, r nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of • ellvery if buyer cannot accept delive ry of fabricated trusses- The undersigned agrees to pay Chambers Truss 24"O.C.THRU easonable attorneys fee for collections in event of payment not timely made. 1-1l2%per month service charge will be CORNER JACKS ONLY 24" idded for all sums.not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In oonsideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees CORNER D E TA l L zyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the DON'T LIFT TRUSSES indersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the WITH SPANS LONGER THAN OVERHANGS NOT SHOWN FOR CLARfTY ecipient. 3U'BY THE PEAK. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to CONSULT BCSI ein, the parties agree that the sole venue for any such anion will be Saint Lucie County, Florida 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For ons(ruction Using Wtal Plate Connected Wood Trusses ANSI TPIMITCA 4-2002"' 30' Sp n or less 5pre er Bar y per Chambers Truss Warrant attached. A� 12.Warrant rs y 60 degrees or less DATED IGNED 46 — 112 span mm-# Tag,ine �QProx p to�o OR TITLE Tag lip¢ approx. i!2 W Span 35-a0-00 A spreader bar may be required per "BCSI" to prevent injury & damage. 25-02-00 9 10-04 REFER TO SCSr REFER TO BCSI Truss must be set this way 0 crane is used. Truss must be set this way it crane is mod, u tiple ply trusses must be fastened together per engineering before they are Truss is an example,your treks may not match. Truss is an example,your Erase may not match- Insist crane operator sets truss this way. Insist crane operator sets truss this way- r, r-_ a a set, failure to do so can result in roof collapse. �, d a a a a a : d a a; °;�i Temporary and permanent bracing arere�quired and can save life and ro p IrtY All load bearing walls, headers, and is the responsibility of the truss erector. beams & lintels must be in lace J1 Study the contents of the information packet included on delivery before at indicated height before trusses o 3 4 J' a setting trusses. q b Trusses must be set and braced per design to prevent injury 8, damage. are installed. 5 J5 4 PLUMB CUT END A � M ZX4 TOP CHORD Trusses must be set plumb and square AIR HANDLER NOTE 7 p WALL HEIGHT 8'- V 12 Do not set bunks or stack of pl'�cd, roofing material or any other Unless noted elsewhere on this layout, these trusses are not a. END DETAIL: TYPICAL 4r-- concentrated loads on trusses, this can cause collapse. designed for air handlers in the roof or for any other A/C 63 requirements. This may be in conflict with building code and A/C DO NOT iHsrat rRussFs Usin►c THIS USE PLAN DELIVERED WITH TRUSSES To SET TRUSSES Design requirements. Consult with Building Department and A/C AT B2 Contractor. CEILING AT 8'- 1" 3-15 CHAMBERS TRUSS INC D V, .;Q:. p i7 p C7 r 8i co r WARNINGco The size of these trusses makes it necessary that they a set by a profeesional builder B a familiar with and experienced in the problems and dangers of setting large span trusses- ° The btijider 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 Fort Pierce, Florida 34982.6423 the job site when trusses are erected to provide supervision and advice. ve ue ;A 2 ° 800-551-593 ° PLUINB CUT END Fort Pierce 772-465.2012 Fax 772.465.8711 SEAT PLATES BY CHAMBERS TRUSS w 2X4 TOP CHORD Vero Beach 772-%9.2012 Stuart 772.286-3302 ° \ r U) 12 WALL HEIGHT 8'- 1" Web Site: CHAMBERSTRUSS.COM b' 4 END DETAIL: TYPICAL Email: MAIL@CHAMBERSTRUSS.COM ° ODD SPACE ---- co z T P T L Hatch Legend 4 N ,.' .. ._...::z� Q N , S' A ..... . .. .... .......... ATTIC STORAGE 15 A. N12 � 15-06-00 D `� 1-aD-00 2/12 VAULT ° G 4a '- �, :. a e�g,.. aa..-x M x.-.�. o LOADING/DESIGN cRrrexrA REDUCIBLE44 M' PER CoaE SUCH AS 3aC 18Q4-6.t 4 �a BEARING 8 DESIGN CRITERIA� 1 County Saint Lucie County Building Dn Criteria ASCE 201 a ent Saint Lucie County Wind esig W W Wind Design Method MFRS(Directional)1C-C hybrid Wind ASCE 7-10 .::,_a.:.:a,a...•�" �� •. Roofing Material Metal CEILING AT 8'- 1" CEILING AT 8x- 1 / / / / / Loading in PSF Roof R.D.L. Floor � / / � � i � ....._....,:< _.:.:.::.:..,�� ,.._,.. �....,�,>,P:• :��'�:".. .. .. ../... ��-. a,,ka •.:...._....... . � ... To p Chord Live d ATB / / Tap Chard Dead 7 4.2 0 � ��7 Bottom Chord Live *110-Non Conccurent O Bottom Chord Dead 10 3 0 0 Total Load 47 7.2 0 Duration Factor 1,25 0 Wind Speed 165mph Top Chord C,B- Sheathing by builder a Bottom Chord C.B. Sheathing by builder CEILING AT 8'- 1" HighBuilding Mean Type Height 15, Enclosed m Building Category It: Non Restrictive RA 2-PLY Exposure Category C>Open Terrain with scattered obstructions a �1 � Miles from Ocean 5 a Conforms to Florida Building Code 2017 i$ 0 °a J5 R.D.L.=Restraining Dead Load C.B.-Continuous Bracing The Architect's or Architect"s representative-'-; O G G 3 p f �3 shop drawing approval is NOT a Verily DESIGN CRITERIA shown shave with the l building department and your engineer. "double check" of the contractor. Design Criteria is the responsibility of the The contractor shall remain responsible Building Designer and/or Engineer of Record J 1 ass J 1 D Q D. Q D D D D C D. .: D D` D,.: 17 D for Checking field measurements and other construction criteria. Architect's Chambers Truss Inc. Drawing Name: M11455 a cn Lo r r� ti r- n t` r` Ir `n r ti u-i ; approval covers general roof shape, SCALE: 1/411 1"D-06 4.09-04 11.02-06 72 total trusses, 18 unique designs review of truss strapping, and loading an Designer: I3LW Reviewed by: 35 aa•oo structure from gravity and uplift loads and Date: 11/08/19 their resp ve locations. FOR Approves: By: Wynne Development_ _ _ _ 3-23-21 Date: DESCRIPTION: Braden ratlen A.I.A. P.A. THE COTTAGE 1 GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M1 1455