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Home My WebLink AboutLAYOUT=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 a TO DETERMINE IF MULTIPLE PLY. f DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp nor less �eA Spree der Bar • a �mr�m 60 degrees or less Tag line if 112 span to 0 1!2 ofSpan. Tag line �lpprox 2/3 n. —� approx. 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 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. 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. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING SEAT PLATES BY CHAMBERS TRUSS �� \, REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS ANGERID [HD26-2 FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS RA5 RA 12 -10 D 18 -16 D GR135 GRB THD26-2 12 -10D 18 -16D GRG GRF THD26-2 12 -10D 18 -16D *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend CEILING AT 9'-10" CEILING AT 1 V-8" INDICATES VOLUME CEILING LOAD BEARING AT 9'-0" LOAD BEARING AT 11'-0" LOAD BEARING AT 13'-0" 0 ao m Do not stand on trusses until they are braced per BCSI & 3 z ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A properly nailed to straps and hangers !! SPREADER BAR OF 41' - 46' IN LENGTH!! 5-00-00 E 18-00-00 31-08-00 33-00-00 I i'" 0®/®�®®/Al %®®/.°s ®/IIIll /iVA' W0i:®®A!VZ,M:VAVZO! WZZA I /.I%®% ®/®oi%®//�%lVZ 8-00-00 1 33-08-00 NOTES: ALL BEAMS ARE BY OTHERS I I I I I L ) I I I I I I I I I I I I I I iNI I N 1 It 0 :> � 12 > `sue i > Isg 11-04-00 8-00-00 BUILDER TO UNDER FRAME CEILINGS AS NEEDED. LEVEL RET CEILING HE ®1 H&Mllli v4 Ml■\■IMMIX I I o 9 � l o 0 o 0 4 I I ATK I ATK I ATK I ATK I I ATK I I ATK I ATK I I ATG I ATG I ATG I I ATG I I ATG ATG 24-08-00 G� J5D 2-08-00 JRNS ARE BY BUILDER IF DESIRED. IGHTS ADJUSTED FOR ENGINEERING PURPOSES. G6 G4 G3 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT ,., FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: CORNOERJACKS �� ! 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for ARE NOT BEVELED. _ SEE STANDARD ¢ determining successful fabrication of the trusses. ENGINEERING o� J 2. All dimensions in this layout have been verified by the undersigned. �000 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 shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. " 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 the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is CORNER JACKS U1111 responsible to Chambers Truss for towing costs due to site conditions. ONLY 24" 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour'. CORNER DETAIL fee 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. OVERHANGS :Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of NOT SHOWN FOR CLARITY - - --_ - delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorneys fee for collections in event of a ment not timely made. 1-1/2 /D per month service charge will be Y payment Y ° P 9 UNSUPPORTED JACK CONNECTION DETAIL added for all sums not aid within terms. P MTS,S strap (or aGueover Top Chord and under Bottom Chord with ,Od x,.S" nails: 7 nails in Cartierr over nails 7 in Hip Carrier 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. � . Double straps for 5' Jacks 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', undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the CARRIED JACK HIP ARRIER recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to', herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per [ENational Standard And Recommended Guidelines On Responsibilities For 'Construction Using Metal Plate Connected Wood Trusses ANSI/TPIIWTCA 4 - 200200 5' 12. Warranty is per Chambers Truss Warranty attached. Trusses beginning "JU" and other unsupported truss should '. be installed this way. DATED SIGNED FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 99" Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 9'-0" 12 END DETAIL: MASTER BED 5 r- 0: 00 PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 1 V-0" END DETAIL: DINING 4-0':r 1 -06-00 2-02-00 9"� 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. k Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. AA •IAT I.IwT� I I TI11Iw wI�w • Iw •IIw w. •.w � MITEK VERSION 7.4.1.431 LOADINGMESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE COUNTY Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake 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 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 17' 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 Desi ner and/or En inner of Record PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 1-06- 1 12 5r Chambers Truss Inc. Drawing Name: 77363 SCALE: 3/16" = 1'-011 193 total trusses, 78 unique designs Designer: RLC Reviewed by: RLC Date: 03/22/21 REVISED 06/08/21 FOR RON RAYMOND DESCRIPTION: FOLEY RESIDENCE Page 1 of 1 CUSTOMER INITIALS EACH PAGE