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HomeMy WebLinkAboutROOF TRUSSESA Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! HIP CARRIER LOCATED AS DIMENSIONED ON LAVotrr I/ . FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED JI\ =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 'H SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp nor less /� sup to ue span A /U, ` Spreeder Bar \60 degrees or less I Tap Ilna �— V2 span — Tag fine .g-ApProx 2/51" aPProx. 1/2 of Span. REFER TO BCSI REFER TO SCSI 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. IInsist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are Installed. el I 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. ARN/NG /! 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*e erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch 4 IBRG WALL @ 34' �BRG WALL @ 221- 4" nCI EILING @ 22'- " sep REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS I NGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS G R E G RJ H U S28 (8) 16d nails (22) 16d nails G RJ G R B I HD26-2 (12) 10d nails (18) 16d nails 'Please refer to Standard Engine, 10d=0.148" x 3" NOTES: *ALL BEAMS B) *CEILINGS ARE package for general instuction on installing hangers 16d=0.162" x 3 1/2" OTHERS. FLAT THIS LEVEL. i METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. Y CORNDER JACKS ARE NOT BEVELED. O SEE STANDARD ENGINEERING. O t ie o06 n 24" O.C. THRU CORNER JACKS ONLY 24. CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY F4.5 r PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL '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. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless will 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 hall 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 unders fined acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyefs responsibility to make the job site suitable for delivery. Chambers Truss has IS sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss has I redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible 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 .e 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. voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of :livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss lasonable attomeYs fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be tded 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 ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the adersigned agrees to pay such indebtedness including attorneys 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 .vein, 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 mstmction Using Metal Plate Connected Wood Trusses ANSI/rPI1WTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. 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. Temporary and p ry 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. -991111111. 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 CHAMBERS TRUSS INC can er venue Fort Pierce, Florida 34982-6423 800.551.5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM SCANNi' BY Lucie County DESIGN CRITERIA LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 15 4.2 20 Bottom Chord Live *10-Non Conccurent *10-Non Conccurent Bottom Chord Dead 10 3 - 10 Total Load 55 7.2 80 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 Miles from Ocean D> Flat/ unobstructed/ exposed to wind over water... 0 Conforms to Florida Building Code 2017 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: 75571 SCALE: 1/4" = 1'-0" 299 total trusses, 78 unique designs Designer: BLW Reviewed by: Date: 10/15/18 Revised 11/12/18 FOR Sion Homes DESCRIPTION: ACQUAVISTA / LOT 1 Page 3 of 3 CUSTOMER INITIALS EACH PAGE 75571 ilillilIlilto m _ Q =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. I 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. .. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less ' 60 degrees or less Teg line � 112 span > approx. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Tag line �Approx 2/3 to 12 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. �i 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 inl,conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. 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. Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) led nails Q top & bottom of 2x4 vertical block. 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGBACK as clo}e to bottom cord as possible. TRONGBACKS are recommended to MINIMIZE VIBRATION I 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS o O 0 0 N SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 10'- 9" END DETAIL: TYPICAL F 1ST LEVEL NOTES: *ALL BEAMS BY OTHERS. *ALL TRUSS TO LEDGER CONNECTIONS *CEILINGS ARE FLAT THIS LEVEL. DESIGNED & SUPPLIED BY OTHERS. A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !I HLL rLUUK LLUULK I UFJ6 (a) 10` J" THIS► LEVEL 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 fa etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certKW mail to Chambers Truss within ten (10) days of delivery the ndersgned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida stahite 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 Is sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will a responsible for dump delivery only. The buyer is responsible for additional delivery expenses B Chambers Truss has I redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change 'd any changes are made in this layout A $50 per hour e for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or B no agreement a reasonable price. ivoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of -livery it buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss iasonable attorneys fee for collections in event of payment not timely made. 1-112 % per month service charge will be ided 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 3yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the ldersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to :rein, the parties agree that the sole venue for any such action will be Saint Lurie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For instruction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. 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. 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 CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM DESIGN CRITERIA LOADINGIDESIGN CRRERIA REDUCIBLE PER CODE SUCH AS SBC 160s.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 15 4.2 20 Bottom Chord Live *10-Non Conccurent '10-Non Conccurent Bottom Chord Dead 10 3 10 Total Load 55 7.2 80 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 It: Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water... Miles from Ocean 0 Conforms to Florida Building Code 2017 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: 75571 SCALE: 1/4" = V-0" 299 total trusses, 78 unique designs Designer: BLW Reviewed by: - Date: 10/15/18 Revised 11/12/18 FOR Sion Homes DESCRIPTION: ACQUAVISTA / LOT 1 Page 1 of 3 CUSTOMER INITIALS EACH PAGE 75571 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read Od given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-01, 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. A WITH SPANS LONGER THAN 30' BY THE PEAK. I CONSULT BCSI 30' Soein or less 60 degrees or less �- Tag line 112 spanapprox. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not matt Insist crane operator sets truss this way. All load bee beams, & lin at indicated ff • Tag line <--Appmx 213 to IY2 of Span. REFER TO BCSI Truss must be set this way if crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. ling walls, headers, .Is must be in place height before trusses 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. e RN/NG e 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. Recommended STRONGBACK for Floor Trusses Refer to information on, truss engineering drawings. (2) led nails @ top & bottom of 2x4 vertical 2x6 (MIN) STRONGBACK restrained at each end. are recommended to w/(3)16d nails C each vertical. Locate STRONGSACK as VIBRATION to bottom cord as possible. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend 41BRG WALL @ 34' �BRIG WALL @ 221- 4" CEILING @ 22'- 4" REPRESENTS A HANGER HANGER SCHEDULE I ISF HLIS26 FOR 2X4. SU I46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS. CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS FLM GFZ THD46 (12) 10d nails (18) 16d nails FLL GFZ THD46 (12) 10d nails (18) 16d nails FLK GFZ THD46 (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" 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS NOTES: *ALL BEAMS BY OTHERS. *ALL TRUSS TO LEDGER CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. *CEILINGS ARE TO BE BALANCE FRAME BY BUILDER AS NEEDED. i ADO not stand on trusses until they are braced per BCSI & properly nailed to straps and METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. Do not set floor trusses upside down! Refer to engineering drawings. hangers !! 0 0 0 0 CV HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACKS ARE NOT BEVELED. Y q r SEE STANDARD ENGINEERING. d w p NUO N 2C O.C. THRU CORNER JACKS ONLY 24' ' 1-1/1 CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 23'- 9" END DETAIL: TYPICAL FLOOR 2ND LEVEL SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 23'- 9" END DETAIL: RAISED CEILING 2ND FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for termining 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 dersigned agrees that no badkcharges will be allowed. In the event such written notice is furnished Chambers Truss all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. er 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 sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will responsible for dump delivery only. The buyer is responsible for additional delivery expenses S Chambers Truss has redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is 3ponsible 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 3 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. iori a will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss 3sonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service change will be ded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terns herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ymenl 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 attorneys fees, if default in payment for material be made by the 10. In the event of any litigation concerning this agreement, the hems furnished hereunder or payments referred :rein, 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 I mstmction Using Metal Plate Connected Wood Trusses ANSI/rPIAWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. 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. Temporary and permanent bracing are® fired 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 CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465.2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOADINGIDESIGN CRRERIA REDUCIBLE PER CODE SUCH AS SBC 1604A.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 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 15 4.2 20 Bottom Chord Live *10-Non Conccurent *10-Non Conccurent Bottom Chord Dead 10 3 10 Total Load 55 7.2 80 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 If: Non Restrictive Exposure Category D> FlaV unobstructed/ exposed to wind over water... Miles from Ocean 0 Conforms to Florida Building Code 2017 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: 75571 SCALE: 1/4" = 1'-0" 299 total trusses, 78 unique designs Designer: BLW Reviewed by: Date: 10/15/18 Revised 11/12/18 FOR Sion Homes DESCRIPTION: ACQUAVISTA / LOT 1 Page 2 of 3 CUSTOMER INITIALS EACH PAGE 75571