The URL can be used to link to this page

Home My WebLink AboutTRUSSES! 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. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. A • (2)led nails @ top& bottom of 2x4 vertical block. SEAT PLATES BY CHAMBERS TRUSS 2x6 (MIN) STRONGBACK restrained at each end, wgelloa nails Ig seen vertical. Locate STRONGBACK as clo(;e to bottom cord as possible. ISTRONGBACKS are recommended to MINIMIZE VIBRATION MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. .. 6r- 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. =LIFE SAFETY WARNfNG This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. 30' Sp or less A 60 degrees or Itiss Tag line I2 span ssiss-11111, 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. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. Tag line 4prox V3 to t/2 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. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 0 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! Do not set floor trusses upside down! Refer to engineering drawings. 1-04-00 SQUARE (UT END 2X4 TOP (;HORD WALL HEIGHT VARIES END DETAIL: TYPICAL SQUARE CUT END 4X2 TOP CHORD SQUARE CUT END LEDGER HEIGHT 10'- 5" 4X2 TOP CHORD END DETAIL: 16" FLOOR LEDGER HEIGHT 10'- 5" TOP BEARING _ END DETAIL: 20" FLOOR SQUARE CUT END 4X2 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: 16" FLOOR BOTTOM BEARING OCONNECTIONS DESIGNED AND SUPPLIED BY OTHERS J16REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER IO FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS `Please refer to Standard Engineering package for general instuction on installing hangers 1Od=0.148" x 3" 16d=0.162" x 3 1/2" TES: .L BEAMS BY OTHERS. IUSS TO WALL CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. Hatch Legend o°o°o UP -TURN BEAM @ 10'- 8" �BRG WALL @ 20' a aBRIG WALL @9' �BRG WALL @ 9'- 4" 86-0+:..00 X2 W. soEll NO ME Ha X ,It US$IES A STAIRS OPEN TO ABOVE FGE 0 0 0 a HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDERJACKS ARE NOT BEVELED. SEE STANDARD 24 O.C. THRU CORNERONLY JACKS CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY Y �U tii tic Z NUo N FMIRICATION 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 certified 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 fumished Chambers Trus; 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 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 le 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 rsponsible 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 is for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or 6 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 4 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-W % 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 unconditionalty guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the tdersigned 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 :rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. If. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For instruction Using Metal Plate Connected Wood Trusses ANSI/TPIANTCA 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 arerequired 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. .11110116, 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 TH►S 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: MNL@CHAMBERSTRUSS.COM +r�SL°' �t'WYIInbI (&APPROVED L nVi iiGUCU hS NU ED []REVISE AND RESUBMIT REJECTED I✓ NNcn BY t t t %tt"N Fort Pierce, FL 34950 O 91 8-00-00 GRH S J3 �. O it o LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 180I.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 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 7 4.2 10 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 Total Load 47 7.2 55 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 25' Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 10 Conforms to Florida Building Code 2017 R. D.L.= Restraining Dead Load C.B =Continuous Bracing R A _ -PLY LEDGER 10'- 1' TOP S d O Z C) U O LU N N CT m 69 69 T + U) re Verify DESIGN CRITERIA shown above with the Design the resent and pour onsibility 191nof the 9 p Y Building Designer and/or Engineer of Record °0 tL-- N X Chambers Truss Inc. Drawing Name: 75205 SCALE: 1/4" = 1'-0" 194 total trusses, 59 unique designs Designer: BLW Reviewed by: Date: 07/25/18 Revised 09/20/18 FOR Tim Mcewen DESCRIPTION: TREASURE COAST PARK Page 1 of 2 CUSTOMER INITIALS EACH PAGE 75205 20-08-00 8-00-00 I All load bearing walls, headers, A, WARNING - g The size of these trusses makes it necessary that they a set by a profeesional builder beams, &lintels must be i n place familiar with and experienced in the problems and dangers of setting large span trusses. at Indicated height before 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 br, at I are installed. I 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 20 vertical block. SEAT PLATES BY CHAMBERS TRU 2x6 (MIN) STRONGBACK restrained at each end. 6d nails @ each vertical. Locale STRONGBACK as cl+ to bottom cord as possible. iTRONGBACKS are recommended to MINIMIZE VIBRATION MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A 1 -01 6r 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. AS =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. :to, or less 60 degrees orless Tag � in span g approx. REFER TO BCSI Truss must he set this way if crane is used. Truss is an example, your buss may not match. Insist cram operator sets truss this way. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. Bar �Ipprox 2/3 n. �, Tail line 1/2 of SPaI. 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. 0 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! Do no� set floor trusses upside down! Refer to engineering drawings. SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 10'- 5" END DETAIL: 16" FLOOR 1-04-00 SQUARE CUT END 4X2 TOP CHORD WALL HEIGHT 9'-4" END DETA;L: 16" FLOOR BOTTOM BEARING o -05-0 I SQUARE CUT IEND 4X2 TOF CHORD LEDGER HEIGHT 10'- 5" END DETAIL: 0" FLOOR 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS J JREPRESENTS A HANGER HANGER ,iCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CAPI+PING TR'ISS 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" DOTES: 'ALL BEAMS BY OTHERS. 'TRUSS TO WALL CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. 2-PLY LEDGER TOP na 10'- 51 Hatch Legend o°o°o UP -TURN BEAM @ 10'- 811 �BRIG WALL @ 20' a a a BRIG WALL @ 9' �BRG WALL @ 91- 411 0■ sm M10 C a LU tit a io N x v C DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI STAIRS OPEN TO ABOVE FGE 11-04-00 0 S HIP CARRIER LOCATED AS DIMENSIONED ON tAYOIJT CORNDER JACKS ARE NOT BEVELED. SEESTANDARD 24' O.C. THRU CORNER JACKS ONLY 24' ' 1-1/' CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY N FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ie undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout which is the sole authority to dermining 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 thf .dersgned agrees that no backcharges will be allowed. In the event such written notice is famished Chambers Trus: all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option ter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersgned 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 ha: e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss wit responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss ha: redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is sponsiblo 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 IayouL 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 9 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 e :livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Trus: asonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge will d 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 guarantee lyment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and thI (dersgned agrees to pay such indebtedness including attorneys fees, 9 default in payment for material be made by thi cipient. 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred b :rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. r 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fc onstruction Using Metal Plate Connected Wood Trusses ANSI/rPIM/TCA 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 arerequired and can save life and property and is the responsibility of the truss erector. ..119111 Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury 8r damage. IAVI Trusses must be sett 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: MAILACHAMBERSTRUSS.COM DESIGN CRITERIA APPROVED � APPROVED AS NOTED REVISE AND RESUBMIT ❑ REJECTED -- NFORM SUBMITTALV,1.0 REVIEWED FOR DESIGN To CONTRACT OCl Architectonic Inc. Fort Pierce, FL 34950 LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 ,� Kl3 VVHLL m a 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 Shingle or Shake Loading in PSF Roof R.D.L. Floor ER TOP 10'- 1' Or F Top Chord Live 20 40 s Top Chord Dead 7 4.2 10 Bottom Chord Live *10-Non Conccurent 0 oo Bottom Chord Dead 10 3 5 Total Load 47 7.2 55 oDuration Factor 1.25 0 *GRH Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 25' Building Type Enclosed J-- Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions 2 Miles from Ocean 10 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing V o 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: 75205 SCALE: 1/4" = 1'-0" 194 total trusses, 59 unique designs Designer: BLW Reviewed by: _ Date: 07/25/18 Revised 09/20/18 FOR Tim Mcewen DESCRIPTION: TREASURE COAST PARK Page 1 of 2 CUSTOMER INITIALS EACH PAGE 75205 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. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. n • • (2) led nails @ top &bottom of 2x°vertical block. SEAT PLATES BY CHAMBERS TRUSS 2x6 (MIN) STRONGBACK restrained at each end. Secure w/(3)16d nails @ each vertical. Locate STRONGSACK as clol;e to bottom cord ss possible. STRONGBACKS are recommended to MINIMIZE VIBRATION MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. ,t, 1 6r 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. =LIFE SAFETY WARNING 1 • % This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. Or less aypox. REFER TO BCSI Truss must be set this way if vane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. Bar line !r_bpmx 2J3 to ..0Tag 1/2 or 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. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 3U BY THE PEAK. CONSULT BCSI A Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! Do not set floor trusses upside down! Refer to engineering drawings. 1-04-00 0 oo6 SQUARE CUT END SQUARE CUT END 4X2 TOP CHORD 2X4 TOP CHORD WALL HEIGHT9'-4" WALL HEIGHT VARIES END DETAIL: 16" FLOOR END DETAIL: TYPICAL BOTTOM BEARING I SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 10'- 5" END DETAIL: 16" FLOOR TOP BEARING CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS sill REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS MANGER 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" DOTES: 'ALL BEAMS BY OTHERS. 'TRUSS TO WALL CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 10'- 5" END DETAIL: 20" FLOOF Hatch Legend o o UP -TURN BEAM @ 101- 8" ♦ ♦ ♦ . • WE .. • • [S�rBIIr➢] C 7-04-08 m STAIRS U - OPEN TO ABOVE FLD N a W w w FLD � I „-oa-oo Q rn o 0 FLU VJv U U io FGE HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACKS ARE NOT BEVELED. Y � r'X SEE STANDARD ENGINEERING. O w C Z .00 N 2r O.C. THRU CORNERJACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 11�►�e m J1 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 authoril) 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 certified mail to Chambers Truss within ten (10) days of delivery undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers T hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers op %fter 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 she suitable for delivery. Chambers Truss e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss e responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buy( esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change 9 any changes are made in this layout A $50 per I 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 p nvoice will be made on delivery and paid within terns of net on delivery. Invoice may be made at scheduled dat elive A buyer cannot accept delivery of fabricated trusses. The n ry y D ry undersigned agrees to pay Chambers Ti easonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge wil 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 guaran ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and ndersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by ecipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments refere Shelf, 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 onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIM/TCA 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 ar set, failure to do so can result in roof collapse. Temporary and permanent bracing arerequired and can save life and propeq and is the responsibility of the truss erector. 1.119111111.1 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 sett 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 T72-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOADING/DESIGN 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(Direcbonal)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 40 Top Chord Dead 7 4.2 10 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 5 Total Load 47 7.2 55 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 25' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 10 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B.=Continuous Bracing U Verify DESIGN CRITERIA shown above with the S building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75205 SCALE: 1/4" = 1'-011 194 total trusses, 59 unique designs Designer: BLW Reviewed by: Date: 07/25/18 Revised 09/20/18 FOR Tim Mcewen DESCRIPTION: TREASURE COAST PARK Page 1 of 2 CUSTOMER INITIALS EACH PAGE 75205 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 tru =ses. The builder and erector should consult with an engineer licensed in Florida specialising in wood roof trusses about the safe erection of these trusses. The engineer should file 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. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A are installed. Ai • • (2) 16d nails @ top & bottom of 2x4 vertical block. SEAT PLATES BY CHAMBERS TRUSS 2x6 (MIN) STRONGBACK restrained at each end. w/(3)16d nails @ each vertical, Locate STRONGBACK as clo�s to bottom cord as possible. TRONGBACKS are recommended to MINIMIZE VIBRATION MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING J% TO DETERMINE IF MULTIPLE PLY. 6r— 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. =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. 30' Spin or less A 60 degrees or less Taff fine 1R span aimmoll ap,imx. REFER TO BCSI Truss must be set this way it crane is used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. Tag line 1�Lpprox 2J3 to 112 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. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI z�NDo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !In Do not set floor trusses upside down! Refer to engineering drawings. 1-04-00 SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL SQUARE CUT'END 4X2 TOP CHORD WALL HEIGHT 9'-4" END DETAIL: 16" FLOOR BOTTOM BEARING TRUSSIES C LUE'OI[ON -- - - u-n-va m m m g g 5 3 5 g 3 — O 0 T 1-04-0 1-01-0 oo o -05-0 -04 0 a STAIRS Z SQUARE CUT END a 4X2 TOP CHORD SQUARE CUT END LEDGER HEIGHT 10'- 5" 4X2 TOP CHORD O [FLD END DETAIL: 16" FLOOR LEDGER HEIGHT 10'- 5" OPEN TO ABOVE TOP BEARING END DETAIL: 20" FLOOR "' w IJ.J -PLY LEDGER TOP 10'- 5' w 11-04-00 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS 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" IOTES: ALL BEAMS BY OTHERS. TRUSS TO WALL CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. Hatch Legend o°o°o UP -TURN BEAM @ 10'- 8" BRIG WALL @ 20' la a aIBRG WALL @ 9' BRIG WALL"' 9'- 4" N X V (D U FGE 0 0 0 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDERJACKS ARE NOT BEVELED. SEE STANDARD 24'O.C. THRU CORNER JACKS ONLY 24_ CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY IIlyi/_rrelME10]112111 N 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 -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 I tdersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Tru tall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers optk fter 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 h e sole authority to determine the suitability of the job site or a portion of the jab site for delivery. Chambers Truss i 3 responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss h redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer xponsible to Chambers Truss for towing costs due to site condifions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout A $50 per In: 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 lark voice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date -livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tin, Iasonable attorney's fee for collections in event of payment not timely made. 1-112 % per month service charge will Idled 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 guarante 3yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and I tdersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by I cipient. 10. In the event of any litigation concerning this agreement the items 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 F onstruction Using Metal Plate Connected Wood Trusses ANSIrrPIAVTCA 4 - 2D02'"' 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 arerequired 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 ailloill 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 can er 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 LOADIN(1IDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 '"-- --"" County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 IN BEAM Wind Design Method MWFRS(Directtonal)/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake ER TOP 10'- 1' Loading in PSF Roof R.D.L. Floor GRH ¢ems Top Chord Live 20 40 Top Chord Dead 7 4.2 10 Bottom Chord Live `10-Non Conccurent 0 o J3 4 Bottom Chord Dead 10 3 5 o ` � Total Load 47 7.2 55 n Duration Factor 1.25 0 Wind Speed 170mph it Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder U) P/ Highest Mean Height 25' Building Type Enclosed - Building Category It Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 10 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing V o Verify DESIGN CRITERIA shown above with the g building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75205 SCALE: 1/4" = 1'-0" 194 total trusses, 59 unique designs Designer: BLW Reviewed by: _ Date: 07/25/18 Revised 09/20/18 FOR Tim Mcewen DESCRIPTION: TREASURE COAST PARK Page 1 of 2 CUSTOMER INITIALS EACH PAGE 75205