The URL can be used to link to this page

Home My WebLink AboutTRUSSLYT 2 OF 2 - ,� =LIFE SAFETY WARNING HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. FABRICATION AGREEMENT s symbol identifies Life Safety Warnings that :Ft`� " TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED z,._„ Do not stand on trusses until the are braced per BCSI & properlynailed to stra s and han ers . . - - Y p p _ _ CCRNDT6.41GLE The undersigned acknowledges and agrees: ARE BEVELED ShOUId be read and given ngtrusses. special attention t0 all KE—N—D �p 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for persons installing trusses. ! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 34' - 39' IN LENGTH ! ! EERING �� determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. SPACING NOTE 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the All trusses are to be set 2'-0" on METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss 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 byTPI &WTCA. MULTIPLE PLY TRUSSES MUST BE FASTENED ' °°T"R° CORNER JACKS Zd �',t-t/16" ■ 5. Deliveryis to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has °" the sole authority to determine the suitability of the lob site or a portion of the lob site for delivery. Chambers Truss will CORNER DETAIL be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has TOGETHER PER ENGINEERING BEFORE Y y p p y SETTING. REFER TO ENGINEERING DRAWING responsible to Chambers Truss for towing costs due el site conditions. °�ERRAND�N°rs,w„",E°RCLARRY to redeliver because job site Is not prepared for deliver or buyer is not prepared for deliveryof trusses. Buyer is e . TO DETERMINE IF MULTIPLE PLY. - = 6. Price as shown in paragraph 7 below is subject to change if an changes are made in this layout. A$50 per hour fee for revisions may becharged by Chambers Truss. g y g Y 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. Invoice may be made at scheduled date of delivery if reasonable attornannot eys fee for Collllectionisery of n evented nots. Theti timely undersigned month a ce chargeChambers Truss Y' p payment Y per month service charge will be', added for all sums not aid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 30 00-00 9. 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 TLCT U undersigned agrees to a such indebtedness including attorneys fees if default inpaymentf r DON'T LIFT TRUSSES WITH SPANS LONGER THAN 9 9 pay g Y o material be made by the recipient. 30' BY THE PEAK. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to CONSULT BCSI herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4-2002"" ° p 12. Warranty is per Chambers Truss Warranty attached. 30' Span or less 30 to 60"Span - e Spreader Bar ' i a • 60 degrees or less o J3 0 r DATED 6 i' SIGNED Tag line - 112 span Tag line APprox 2/3 to sE C,> FAR TITLE approx. 112 of Span. -- A spreader bar may be required per "BCSI" to prevent injury & damage. REFER TO BCSI REFER TO BCSI G Truss must be set this way if crane is used. Truss must be set this way if crane is used. - - - - Truss is an example,your truss may not match. Truss is an example,your truss may not math. Multiple ply trusses must be fastened together per engineering before they are Insist crane operator sets truss this way. Insist crane operator sets truss this way. set, failure to do so can result in roof collapse. 1 A I I load bearing walls, headers, Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. beams, & lintels must be In place I I Study the contents of the information packet included on delivery before at indicated height before trusses ' ' setting trusses. .......... ATG co I I Trusses must be set and braced per design to prevent injury & damage. � are Installed. t � I I p g p 1 rY AT ° I I Trusses must be set plumb and square AIR HANDLER NOTE Do not set bunks or stack of I Unless noted elsewhere on this layout, these trusses are not o concentrated loads on AT o plywood, roofing material or any other trusses, this can cause collapse. a designed for air handlers in the roof or for any other A/C o o requirements. This may be in conflict with building code and A/C - - - Do NOT INSTALL TRUSSES USING THIS ........ ATG Design requirements. Consult with Building Department and A/C USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES Contractor. CHAMBERS TRUSS INC AEG, A.T G.11- S r\ WARNING a ! a", - The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. AT The builder and erector should consult with an engineer licensed in Florida specializing 3105 in wood roof trusses about the safe erection of these trusses. The engineer should be at can er venue the job site when trusses are erected to provide supervision and advice. '� Fort Pierce, Florida 34982.6423 800.551-5932 Fort Pierce 772-465.2012 Fax 772-465.8711 SEAT PLATES BY CHAMBERS TRUSS Vero Beach 772-569-2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM \� f \� REPRESENTS A HANGER `` � m j5 0 0 a HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN n 3 CARRIED CARRYING HANGER ID FASTENER FOR FASTENER FOR TRUSS TRUSS CARRIED TRUSS CARRYING TRUSS 1° I: LLL _ n MITEK VERSION 7.4.1.431 -- -- LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 30-00-00 DESIGN CRITERIA County ST. LUCIE *Please refer to Standard Engineering package for general instuction on installing hangers Building Department ST. LUCIE COUNTY 10d=0.148"x 3" 16d=0.162"x 3 1/2" Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material METAL Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Hatch Legend GA G Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 18' BEARING Building Type Enclosed LOAD Building Category II: Non Restrictive AT 9'-4" Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 10 BEARING Conforms to Florida Building Code 2017 A AT 16'-0" R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the PLUMB CUT END Building Designer and/or Engineer of Record 2X4 TOP CHORD 12 WALL HEIGHT VARIES 51— Chambers Truss Inc. Drawing Name: 76274 END DETAIL: TYPICAL SCALE: 1/4" = 1 '-011 242 total trusses, 72 unique designs NOTES : Designer: RLC Reviewed by: RLC Date: 09/10/19 4-01 - * FOR 1 ALL CEILINGS ARE FLAT . JM REID CONSTRUCTION 2-00-00 * DESCRIPTION: ALL BEAMS ARE BY OTHERS . TRAVASSOS Page 2 of 2 CUSTOMER INITIALS EACH PAGE LRETURNS LEVE ARE BY BUILDER IF DESIRED . 76274