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HomeMy WebLinkAboutTRUSS LAYOUT=LIFE SAFETY WARNING LL 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. AN DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less Spree der Bar 60 degrees orless Tag line 40 1/2 span -N Tag line �Approx 213 to -� approx. 1/2 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. a . / • 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.0 ) 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 ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS GFA GFD,GFFTWS4T 16-WS3 28-WS3 GFC GFA [ANER D26-2 12-10d 18-16d GFB GFC *Please refer to Standard Engineering package for general instuctlon on installing rangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend 6:12 CEILING WALL HEIGHT 9'-4" + + CEILING @ 22'-0" WALL HEIGHT 22'-0" x WALL HEIGHT 20'-8' WALL HEIGHT 11'-011 WALL HEIGHT 11'-411 �°,,!\�� Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! 'ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 41' - 46' IN LENGTH!! Do not set floor trusses upside down! Refer to engineering drawings. 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS 0 PLUMB CUT END 4X2 CHORDS LEDGER TOP @ 11'-1" END DETAIL: TYPICAL 3-00 3-08 o 0 N FLOORS CLOUDED AREAS ARE OF SPECIAL CONCERN & MUST BE CHECKED CAREFULLY& MAY INDICATE DEVIATION FROM PLANS. Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) 16d nails @ top & bottom of 2x4 vertical block. 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGBACK as close to bottom cord as possible. STRONGBACKS are recommended to MINIMIZE VIBRATION ALL CEILINGS FLAT HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACKS ARE NOT 9EVELED. SEE STAN'DARD ENGINEERING. O.C. THRU I L. CORNER JACKS ONLY 24" 1' 1-1/16 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 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', 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 responsible 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 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. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss' reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added 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 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 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 DNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002M 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED FOR_ TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. k 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. 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. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES H C AMBERS TRUSS INC MITEK VERSION 7.4.1.431 LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE CO. 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 40 Top Chord Dead 15 4.2 10 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 Total Load 45 7.2 55 Duration Factor 1.25 1.00 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 29'-5" Building Type Enclosed Building Category II: Non Restrictive Exposure Category B 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: 77763 SCALE: 3/16" = 1'-011 256 total trusses, 65 unique designs Designer: RAC Reviewed by: Date- 08/31/21 Revised: 10/20/21 FOR ABOVE AND BEYOND DEVELOPING DESCRIPTION: PINTO Page 1 of 2 CUSTOMER INITIALS EACH PAGE 77763 =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. I • DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less Spree der Bare J� 60 degrees or less Tag line O1/2 span —II Tag line �v4 prox 213 to —0 approx. 1/2 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. o a WARNING 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 HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS *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 6:12 CEILING WALL HEIGHT 9'-411 + + + + CEILING @ 22'-0" _- __L C WALL HEIGHT 22'-0" WALL HEIGHT 20'-8' WALL HEIGHT 11'-0" WALL HEIGHT 11'-411 zt Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! AARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30'- 38' IN LENGTH!! PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAILS!! PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-03 2-00-00 UNSUPPORTED JACK CONNECTION DETAIL MTS16 strap (or equal) over Top Chord and under Bottom Chord with 10d x 1.5" nails: 7 nails in Carrier Jack: 7 in Hip Carrier Double straps for 5' Jacks _ 103-04-00 ALL CEILINGS FLAT EXCEPT AS NOTED HIP CARRIED JACK N111_ 5' MAXIMUM CANTILEVER Trusses beginning 'JU" and other unsupported truss should be installed this way. UT HIP CARRIER LOCATED Aj.RN.ER Y CKSELED.D. Uz 24" O.C. THRU CORNER JACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 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', 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 buyers 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 responsible 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', 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.'. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. L., 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 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 OUNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002M 12. Warranty is per Chambers Truss Warranty attached. DATED_ SIGNED FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. BAN 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. & 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. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC MITEK VERSION 7.4.1,431 ... __ _.. _.... _. __. _... ..._ _ _... LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE CO. 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 40 Top Chord Dead 15 4.2 10 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 Total Load 45 7.2 55 Duration Factor 1.25 1.0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 25'-9" Building Type Enclosed Building Category II: Non Restrictive Exposure Category B 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- 77763 SCALE: 3/16" = 1'-011 256 total trusses, 65 unique designs Designer: RAC Reviewed by: Date:08/31/21 Revised:10/20/21 FOR ABOVE AND BEYOND COSTRUCTION DESCRIPTION: PINTO Page 2 of 2 CUSTOMER INITIALS EACH PAGE 77763