The URL can be used to link to this page

Home My WebLink AboutAPPROVED, LAYOUT wetmiller digital shop drawing stamp4 !\, -LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. ON f DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less 30- o pan SpreE der Bar N., • 60 degrees or less Tag line of 112 span Tag line 4*—,4pprox 2/3 to —01 approx. 112 of Span. REFER TO BCSI REFER TO BCSI 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 match. Insist crane operator sets truss this way. 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. AIR HANDLER NOTE 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. �\ WARNING,!,r 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. The builder 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 the job site when trusses are erected to provide supervision and advice. Hatch Legend Z_/ZJ/2.50/12 VAULT CLG CEILING @ 81 — 811 a4 44 BEARING @ 81- 0" ,,,REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS THD26-2 (12) 10d nails (18) 16d nails *Please refer to Standard Engineering package for general instuction on Installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1 /2" SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'- 0" END DETAIL: COFFER 4-01 N.T.S. 12 5r M A�Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! AsARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 21' - 26' IN LENGTH!! IV'!ETAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. IMPORTANT NOTE IT IS THE RESPONSIBILITY OF THE PERSON SIGNING THIS LAYOUT TO FIELD VERIFY THAT THE ROOF PITCH, HEEL CONDITIONS, OVERHANGS, TRUSS SPANS, AND OTHER CONDITIONS SHOWN IN THIS LAYOUT MATCH THE EXISTING STRUCTURE. TRUSSES WILL BE BUILT PER THE LAYOUT ONLY. CLOUDED AREAS ARE OF SPECIAL CONCERN & MUST BE CHECKED CAREFULLY& MAY INDICATE DEVIATION FROM PLANS. ALL BEAMS BY OTHERS. VERIFY EXISTING 5/12 ROOF PITCH --- EXISTING STRUCTURE — — — -- — — HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDERJACKS ARE NOT BEVELED. SEE STANDARD ENGINEERING. 24" O.C. THRU CORNER JACKS ONLY 24" 1111 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: TYPICAL M 12 5r 22-0�� N.T.S. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. = Y 2. All dimensions in this layout have been verified by the undersigned. _' 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss o Z J hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. N o o Ifter 10 days of delivery remedy will be according to Florida statute 558. or 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 he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will N' e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour ee 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. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be 16° dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees eyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the dersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the cipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to IL erein, 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 onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 20021t7 12. Warranty is per Chambers Truss Warranty attached. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 8'-0" END DETAIL: TYPICAL VAULT 2.5 L 4-01 12 00 2-00-00 N.T.S. SQUARE CUT END 2X4 TOP CHORD 12 WALL HEIGHT 8'-0" 5r END DETAIL: (A) 4-01 2-00-00 CANTILEVER 5-00-00 N.T.S. TED GNED TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. r 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 property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. .-4Q Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square 4 Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. F� DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC LOADINGIDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 15 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 55 7.2 0 Duration Factor 1.25 0 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2020 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 Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 76929 SCALE: 1 /411 = 1'-011 48 total trusses, 22 unique designs Designer: BLW Reviewed by: Date: 08/10/20 Revised 02/15/21 FOR Doyle Masonry DESCRIPTION: WETMILLER / ADDITION Page 1 of 1 CUSTOMER INITIALS EACH PAGE 76929