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Home My WebLink AboutTRUSSES DRAWINGSA =LIFE SAFETY WARNING I 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 I TOGETHER PER �ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. 1l A WITH SPANS LONGER THAN 30',BY THE PEAK. CONSULT BCSI 30' SDAn or less 60 degrees or less Tag Kne 112 span appnxc 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. <---Approx 213 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. All load bearing walls, headers, beams, & linte I Is must be in place at indicated height before trusses A are instaned. AN 0 AIR I Unless noted elsewhere designed for air handlE requirements. This may be Design requirements. Conc 0 I,NDLER NOTE I this layout, these trusses are not ; in the roof or for any other A/C I conflict with building code and A/C It with Building Department and A/C SCANNLU By /1\ 1 0 WARNING The size of these trusses makes it necessary that they e 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. I SEAT PLATES BY CHAMBERS TRUSS Hatch Legend I BRIG WALL @ 341 B RG WALL @ 221- 411 B RG WALL @ 241 BRIG WALL@ 111 I J FMRE ! PRESENTS A HANGER HANGER SCHEDULE � USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS 14ANGER 10 FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS I *Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148"x3" I 16d=0.162" x 3 1/2" ADo not stand on trusses unil:4 they are braced per BCSI & properly nailed to straps and hangers 1. 1. METAL ROOFS S U) ry 0 U.J LU _17 00-0 0 LL1 CO 0� 0 < UU E) _J U) < LL _J U) < 06 0-, C) Z) Lu 1-- Z L) IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. GIRD 2-PLY 9 9 7-06-00 W 9 HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT V A CORISIDER ARE NOT E 24"O.C. THRU CORNER JACKS ONLY — I 2e CORNER DETAIL OVERHANGS NOT 8 '41 FOR CLARITY 5r— PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL ROOF r- _U4-JU �g W9 P-UMBZUT END 2X4 TOP CHORD WALL HEIGHT 34' END DETAIL: CANTILEVER to V) I 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 foi I etermining successful fabrication of the trusses. ,�2 2. All dimensions in this layout have been verified by the undersigned. W 1� 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery #w 17 W indersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss q W 0 Z hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option 0 Z 00 Wer 10 days of delivery remedy will be according to Florida statute 558. 4. The unders�necl acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job she. It is the buyers 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 )a responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is assessav k esponsible to Chambers Truss for towfing costs due to site conditions. Z. 6. Price as shown in paragraph 7 below is subject to change N any changes are made in this layout A $50 per hour -1 Be for revisions may be charged by Chambers Truss. iiiiiessia k 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 efivery 9 buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be idded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all tens herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned uncondifionalty guarantees )ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the indersigned agrees to pay such indebtedness including attorneys fees, ff default in payment for material be made by the ecipient -1. n the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to Brain, 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 ANSIfrPIiWTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. .94hae. 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. .011111111111h. Trusses must be set and braced per design to prevent injury & damage. ,alghl Trusses must be set plumb and square Do not set bunks or stack of pry'wood, roofing material or any other concentrated loads on trusses, this ran cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 31 Orffle"an"Vrrvenue 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 LOADINGA)ESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 16ose.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 *1 O-Non Coriccurent 0 Bottom Chord Dead 10 3 5 Total Load 55 7.2 75 Duration Factor 1.25 1.00 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 33' Building Type Enclosed Building Category H: Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water... Miles from Ocean 0 Conforms to Florida Building Code 2017 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: 75575 SCALE: 1/4" = V-011 303 total trusses, 76 unique designs Designer: BLW Reviewed by: Date: 11/09/18 FOR Sion Homes DESCRIPTION: Fill � a idaF Py ACQUAVISTA LOT #2 to � Page 3 of 3 CUSTOMER INITIALS EACH PAGE 75575 7! A=LIFE SAFETY WARNING mbol iden�ifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. 7 spAcING NOTE AII trusses are to be set T-O" on i center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING, REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. WITH SPANS LONGER 130' BY THE PEAK. 1 CONSULT BCSI 30'Spon or less 60 deg or less in span approx. <K— --Appmx 213 to Tag Ina 1/2 of Span. RE FER TO SCSI T REFER TO SCSI was 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 mate I 1. Tr as Is an example, your truss may not malign. u I I Insist cram operator sets bursa this way. I Insist crane operator asts truss this way, All load bec-- beams, & lin at indicated 'ing walls, headers, a.Is must be in place eight before trusses k installed. V I I mommomm� AIR� HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air hand, lers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Co' suit with Building Department and A/C 7 Contractor. WARNING The size of these trusses makes it necessary that they e set by a profew-Jonal 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 enginesr should be at the job site when trusses are erected to provide supervision and advice. I SEAT PLATES BY CHAMBERS TRUSS I - F-1 Hatch Legend FF77�BRG �WALL @ 341 BRG WALL @ 221- 411 BRG WALL @ 241 BRIG WALL@ 111 J 16REPRESENTS A HANGER HANGER SCHEDULE � I IRP Hl IS96 FOR 2X4. THD46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGERID FASTENER FOR CARRIED TRUSS FASTENEP I OR CARRYING I RUSS *Please refer to Standard Engineering package for general instuction on instauirly llullyul� lod=0.148" x T� 16d=0.162" x 3 1/2" 0 CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS Recommended ST Refer to information (2) led nails G top & bottom of 2x4 vertl(u 2x6 (MIN) STRONGRACK restrained at each end. I ,ONIGBACK for Floor Trusses )n truss engineering dravvings. block. W/(3)16d nalls @ each vertical. Locate STRONGSACK 89 d 5TRONGBACKS are recommended to MINIMIZE VIBRATION bottom cord as possible. A Do not stand on tru METAL s until they are braced per BCS1 & properly nailed to straps and hangers )FS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. Do not set floor trusses upside down! Refer to engineering drawings. ALL TRU S TO LEDGER CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. TOP OF ALL FLOOR TRUSS LEDGERS @ 23'- 9" THIS LEVEL. BOTT0M OF ALL ROOF TRUSS LEDGERS @ 22'- 4" THIS LEVEL. HIP CARRIER LOCATED AS DIM@NbIONED ON LAYOUT FJ ,!2 qk W 0 Z!; % 6, 00 hi 24" 0 C RNC TH r o ER JZUKS � 24- ONLY CORNER DETAIL OVERHANGS NOT SHOWN I OR CLARITY 00 C5 & 90 C \1 0 5 r-- PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL ROOF WhIld SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT VARIES END DETAIL: TYPICAL FL SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT 23'- 9" END DETAIL: RAISED CEILING 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 so latermining 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 c ridersigned agrees that no backcharges will be allowed. In the event such wriften notice is furnished Cl hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Ch; Iter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowfedges 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. Chamt is sole authority to determine the suitability of the job site or a portion of the job site for delivery. Cham e responsible for dump delivery only. The buyer is responsible for additional delivery expenses it Charnt ) redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of bu! Bsponsible 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 �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 rez Tvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at schi ' silvery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Ch Z a onable attomeys fee for collections in event of payment not thusly made. 1-1/2 % per month service x1cled 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 un0DndIfi0n2 )ayment when due of any and all indebtedness owed to Chambers Truss by any amity receiving InE mclersigned agrees to pay such indebtedness including atforney's fees, If default in payment for material b ecipient 10. In the event of any lifigation concerning this agreement, the hems furnished hereunder or payme ierein, the parlies agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilifies; are per '"'National Standard And Recommended Guidelines On ResIx onstruction Using Metal Plate Connected Wood Trusses ANSIfTPI1WTCA 4 - 2002'"' 12. Warranty is per Chambers Truss Warranty attached. TED A spreader bar may be required per "BCSI" to prevent injury & dai Multiple ply trusses must be fastened together per engineering before set, failure to do so can result in roof collapse. 1011161111a. Temporary and permanent bracing are required and can save life and and is the responsibility of the truss erector. .191111his. Study the contents of the information packet included on delivery k setting trusses. .9111111111111a. Trusses must be set and braced per design to prevent injury & da Trusses must be set plumb and square .99111111. Do not set bunks or stack of plywood, roofing material or any ot concentrated loads on trusses, this can cause collapse. asses DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS IN a1111110000 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 ar LOADINGIDESIGN CRITERIA I PER CODE SUCH AS SEC 164 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 7-1 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 Coriccurent 0 Bottom Chord Dead to 3 5 Total Load 55 7.2 75 Duration Factor 1.25 1.00 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 33' Building Type Enclosed Building Category If: Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water Miles from Ocean 0 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Confinuous Bracing C) LU Lif C13) Lo 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: 75575 Lu Cc SCALE: 1/4" = V-011 303 total trusses, 76 unique designs Designer: BLW Reviewed by: Date: 11/09/18 FOR Sion Homes DESCRIPTION: ACQUAVISTA LOT #2 Page 2 of 3 CUSTOMER INITIALS EACH PAGE 75575 A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. I I SPACING NOTE All trusses are to be set 2'-0" on center except as noted. I MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO !ENGINEERING DRAWING A! TO DETERMIN E IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' So6n or less 60 degrees orless Ta� 112 span Tagi g line approx. I REFER TO SCSI 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. Bar ��pprox W to 1/2 of Span. REFER TO SCSI 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. A 0 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. I WAIRNING The size of these trusses makes it necessary that they e 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 BR I G WALL "--� 34' GV BR G WALL 22'- 4" BR G WALL 24' MBRG, WALL @ 11' Recommended STRONGBACK for Floor Trusses Refer to information on truss engineering drawings. (2) led nails @ top & bottom of 2A 2x6 (MIN) STRONGBACK restrained at each end, Secure wi(3)16d nails @ each vertical. Locate STRONGBACK as STRONGBACKS are recommended to MINIMIZE VIBRATION a to bottom cord as possible. A Do not stand on trusses METAL ROOFS S Do not ALL TRUSS till they are braced per BCS1 & properly nailed to straps and hangers I.'. W IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. floor trusses upside down! Refer to engineering drawings. LEDGER CONNECTIONS DESIGNED & SUPPLIED BY OTHERS. 6 CD M C� 9 C, I ":, SQUARE CUT END 4X2 TOP CHORD LEDGER HEIGHT VARIES END DETAIL: TYPICAL FLOOR On tz 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 letermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by oertifiecl mail to Chambers Truss within ten (10) days of delivery the indersigned agrees that no backGharges 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. er 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of `BCSI' summary sheet by TPI & W-I-CA- 5. Delivery is to job site. It is the buyers 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 )e responsible for dump delivery only. The buyer is responsible for additional delivery expenses 9 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 w agreement a reasonable price. nvoioe will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elmy if buyer Cannot accept delivery of fabricated trusses. The undersl;Ined agrees to pay Chambers Tms easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be idded for all sums not paid within terms. 8. S�nature or initials anywhere on this sheet ofinstilukes agreement to all terms herein. 9. In Consideration of Chambers Truss extending credit for this material the undersiI;Ined unconditionally guarantees xayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the mdersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the ecipient. 10. In the event of any litigation Concerning this agreement, the gems furnished hereunder or payments referred to 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 ANSIfTPVWTCA 4 - 2002... 12. Warranty is per Chambers Truss Warranty attached. )ATED 3IGNED -OR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. ,411111 Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. .a.111101111k, Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Iddhk. Study the contents of the information packet included on delivery before setting trusses. 1911111hille. Trusses must be set and braced per design to prevent injury & damage. A1106. Trusses must be set plumb and square 19111libli,,. 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 Olean er venue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772465-8711 Vero Beach T72-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM 1 .1 �..Vri 1.4A .61 LOADINGIDESIGN CRITERA REDUCIBLE PER CODE SUCH AS Sac IN4.8.1 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 0 Bottom Chord Dead 10 3 5 Total Load 55 7.2 75 Duration Factor 1.25 1 �00 Wind Speed 170mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 33' Building Type Enclosed Building Category IL Non Restrictive Exposure Category D> Flat/ unobstructed/ exposed to wind over water... Miles from Ocean 0 Conforms to Florida Building Code 2017 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: 75575 SCALE: 1/4" = V-101'" 303 total trusses, 76 unique designs Designer: BLW Reviewed by: Date: 11/09118 FOR Sion Homes DESCRIPTION: ACQUAVISTA LOT #2 Page 1 of 3 CUSTOMER INITIALS EACH PAGE 75575