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Home My WebLink AboutTruss Layout - Gemini(1) =LIFE SAFET ■ WARNING Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers ! ! -HIPCARRIERLOCATEDASDIMENSIONEDON-LAYOUy -- - FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED& RETURNED This symbol identifies Life Safety Warnings that WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 22' - 30' IN LENGTH ! ! should be read and given special attention to all & ARRANGE The undersigned acknowledges and agrees: persons installing trusses. ooRNDER AcK6 ,0 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for PLUMB CUT END METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. PLUMB CUT END +� ^ SEE NOT STANDARD, _� determining successful fabrication of the trusses. I L SEE ENGINEERING. �-� SPACING NOTE 2X4 TOP CHORD 2X4 TOP CHORD ENGINEERING. oz J 2. All dimensions in this layout have been verified by the undersigned. WALL HEIGHT 8'-0" WALL HEIGHT 8'-0" 4 r M)O 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss All trusses are to be set 2'-0" on END DETAIL: VAULT END DETAIL: COFFER shall have three(3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option.' center except as noted. `" After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of"BCSI" summary sheet by TPI &WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has MULTIPLE PLY TRUSSES MUST BE FASTENED the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will TOGETHER PER ENGINEERING BEFORE be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has SETTING. REFER TO ENGINEERING DRAWING 3-15 6-00 24"OC THRU to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is TO DETERMINE IF MULTIPLE PLY. 3-15 V CORNERJACK6 responsible to Chambers Truss for towing costs due to site conditions. ONLY 24" 1-1/16 2 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A$50 per hour 2t02-00 fee for revisions may be charged by Chambers Truss. a ! ! 8 1-00 00 CORNER DETAIL Invoice will be made on delivery and aid within terms of net on delivery. Invoice may be made at scheduled date of'. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. 1-00-00 ry P ry Y OVERHANGS NOT SHOWN FOR CLARITY delivery if buyer cannot accept delivery of fabricated trusses. The undersigned o agrees to pay Chambers Truss added for all sums not aid within terms. s fee 35-00-00 8. Signature r initials 35-00-0o reasonable tuttooe teals anywhere collections in event of payment not time) made. 1-1/2 /o per month service charge will be �\ 9 on this sheet constitutes agreement to all terms herein. 25-00-00 10 00-00 10-00-00 25-00-00 9. In consideration of Chambers Truss extendingcredit for this material the undersigned unconditional) guarantees 2-02-00 9-08-00 13-02-00 13-02-00 9-08-00 2-02-00 9 Y payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the N U U ; U : U co co 0o co co co co Go c : cD v N DON'T LIFT TRUSSES o N o Co o ,0 00 ,0 00 o 0 N undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the WITH SPANS LONGER THAN ' CIO' -, recipient. 30' BY THE PEAK. o 10. In the event f an h I o y t atlon concerningthis a reement the Items furnished hereunder or payments referred o' 0 0 9 9 PY t CONSULT BCSI N herein the parties agree that the sole venue for an such action 'o N P g y act o will be Saint Lucie County, Florida. 0 11. Design responsibilities N J2 J2 g are per mNational Standard And Recommended Guidelines On Responsibilities For Po J2 J2 N Construction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4-20021E 12. Warrant is r Chambers Truss Warrant attached. 30' Sp n or less ,a � Spre der Bar Y y ja o o J4C o J4 N 0 J4 0 0 60 degrees co 00 or less Js Js o o Js sc DATED , o � M SIGNED GRA FOR TITLE �— 1/2 span —� �1lpprox 2/3 to—� o GRA Tag line Tag line p o approx. 1/2 of Span. N o A s reader bar may be re uired per "BCSI" to r v ' ' _ _ _ _ e ent in u 8� dams e. A5 p Y q p p J rY g REFER TO BCSI REFER TO BCSI A5 Truss must be set this way if crane is used. Truss must be set this way if crane is used. Multiple ply trusses must be fastened together per engineering before the are Truss is an example,your truss may not match. Truss is an example,your truss may not match. Y or sets truss this way. Insist crane operator sets truss this way. Insist crane operator y pAa cc�. - A4 set, failure to do so can result in roof collapse. � v 8- 0 8- 0 �� ._ mow r Temporary and permanent bracing are required and can save life and property All load bearing walls, headers, A3 Q• As and is the responsibility of the truss erector. beams, lintels must e in place Stud the contents of the information packet included on delivery Y p before at indicated height before trusses J- Al2 setting trusses. are installed . Al Al Trusses must be set and braced per design to prevent injury & damage. Q • • Trusses must be set plumb and square ........ AIR HANDLER NOTE Al Al Do not set bunks or stack of plywood, roofing material or any other Unless noted elsewhere on this layout, these trusses are not ......... . concentrated loads on trusses, this can cause collapse. designed for air handlers in the roof or for any other A/C Al _. ..... ......... _ _ requirements. This may be in conflict with building code and A/C Al oo n►oT INSTALL TRUSSES IJs�NG THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES Department and A/C Al _ - w Building De art _ _ Design requirements. Consult with g p A,- Contractor. o - - Vo 0 CHAMBERS TRUSS INC a P 1 N N Al �a ! WARNING ! The size of these trusses makes it necessary that they a set by a profeesional builder Al Al familiar with and experienced in the problems and dangers of setting large span trusses. specializing ......_ The builder and erector should consult with an engineer licensed in Floridap g Al in wood roof trusses about the safe erection of these trusses. The engineer should be at o can er venue the job site when trusses are erected to provide supervision and advice. 9 Al Fort Pierce, Florida 34982.6423 1 ...... Al Al Kcy 800.551.5932 i Fort Pierce 772.465.2012 Fax 772.465-8711 Vero B - - _ - SEAT PLATES BY CHAMBERS TRUSS Beach 77 2 569 2012 Stuart 772 286 3302 Web Site: CHAMBERSTRUSS.COM o Al 0 o Al o � .REPRESENTS A HANGER Email: MAIL@CHAMBERSTRUSS.COM \� 9 9 HANGER SCHEDULE Al n _ Al The Architects or Architects representative's - shop drawing approval is NOT a USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR - - - - "double check" of the contractor. TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS i A The contractor shalt remain responsible 13-07-08 21-04-08 21-04-08 13-07-08 A for checking field measurements and other construction criteria. Architect's A A approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their res ve locations. A.. �/ L .... A. P ti)�i ........ ... .. .. �J �O CFO Approved Bv: 8-17-21 Date: L *Please refer to Standard Engineering package for general instuction on installing hangers �G� � ' NIITEK VERSION 7.4.1.431 Braden radon A.I.A. P.A. — LUHUINuiutbIGN CRITERIA REDUCIBLE 10d=0.148 x 3" 16d=0.162 x 3 1/2 Q,O J I �� PER CODE SUCH AS SBC 1604.6.1 ....... I c �o DESIGN CRITERIA A c, y CO .. ... L _J o `° I J 'Q�,QTL� A County ST. LUCIE O P u— Building Department ST. LUCIE COUNTY A Wind Design Criteria ASCE 7-16 \�J�O 05 O,Q A Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material METAL G Loading in PSF Roof R.D.L. Floor T H atch Legend A op Chord Live 20 0 A Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 CEILING o Bottom Chord Dead 10 3 0 A _ o o A Total Load 47 7.2 0 AT 8'-6" o o Duration Factor 1.25 p "' A Wind Speed 165mph To Chord C.B. Shea i INDICATES A P thing by builder 23-02-00 9-08-00 2-02- 0 A Bottom Chord C.B. Sheathing by builder VOLUME o2-0o s-oa-oo 23-02-00 Highest Mean Height 12' CEILINGHIP TRUSS Building Type Enclosed BHA Building Category II: Non Restrictive \ Expo re Category C>Open Terrain with scattered obstructions BHA ' SU BEARING J6 1 `� `� Miles from Ocean 5 LOAD � ' `E' � �> � \ � � ,ham, J6 � Conforms to Florida Building Code 2020 AT 8-0 o 1-0 -00 61 B1 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing J4 0 1-0 -0 00 61 B1 q J4 o ; o r o i y o Verify DESIGN CRITERIA shown above with the o n building department and your engineer. �I J2 B' 0 61 ' �2 Design Criteria is the responsibility of the 91 � � 9 P Y Building Designer and/or Engineer of Record N C14 g g T PLUMB CUT END ,� 2 I B1 ^ n n r r GO e} N 61 Chambers Truss Inc. Drawing Name: M11495 2X4 TOP CHORD i SCALE: 1/4" = 1 �-�� WALL HEIGHT 8'-0" 4 r 2-01-01 GRB 2-01-01 END DETAIL: TYPICAL o �' RB �6 88 total trusses, 25 unique designs Jac sac Designer: RLC Reviewed by: RLC Jac Jac00 Date: 07/16/21 o FOR N WYNNE DEVELOPMENT J2 J2 o J2 ` J2 3-15 17 DESCRIPTION: N 1 N p N GEMINI W/COFFER U U U U 0 00 15-10-00 5-02-00 14-00-00 14-00-00 5-02-00 15-10-00 Page 1 of 1 CUSTOMER INITIALS EACH PAGE 35-00-00 35-00-00 M 11495 GARAGE LEFT -_ -_ - _ _ - _ __ -_- _ _ _ GARAGE RIGHT _