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24A-034 8 Blackberry Lane-Roof DwgsOVERHANG INFO HEEL HEIGHT GABLE STUDS 00-06-06 24 IN. OC END CUT RETURN SQUARE NO REQ. ENGINEERING NONE REQ. LAYOUTS JOBSITE 1 QUOTE LAYOUT CUTTING BT1 BT1 DATEBY SHIP TO 231 Main Street PO Box 289 Easthampton, MA 01027 Fleury LumberSOLD TO (413) 527-2693 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / 07/17/15 ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # FFKEDEF ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 15033255B-1 Brian Tetreault Massachusetts / / / David Fagnand (413) 527-2693 PAGE 1 SPECIAL INSTRUCTIONS: *For pricing and for permit drawings. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: McCormick Residence / Roof BUILDING DEPARTMENT Roof Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE07/17/15 Blackberry Lane Northampton, MA 01060 McCormick Residence / Roof David Fagnand 07/17/15 07/16/15 / / 155 Bay Road, PO Box 945, Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5257 UFP Belchertown, LLC QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOTID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. INFORMATION PLY LEFT RIGHT STUBO/ABASE SPAN G01 1 12.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 6 ROOF 3 Ply 17-06-00 S0112.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 2 17-06-00 S01SGE12.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4 GABLE 1 17-06-00 S0212.00 12.00 17-06-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 6 17-06-00 S0312.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 1 17-06-08 S03A12.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 2 17-06-08 S03B12.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 2 17-06-08 S03C12.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 2 17-06-08 S03D12.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 1 17-06-08 S04 4.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 9 18-00-00 S04A 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 2 17-06-08 S04B 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 1 17-06-08 S04C 4.00 12.00 17-06-08 01-00-002 X 6 2 X 4 ROOF 1 17-06-08 S0512.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 5 18-00-00 S05SGE12.00 12.00 18-00-00 01-00-00 01-00-002 X 6 2 X 4 GABLE 2 18-00-00 S0912.00 12.00 11-06-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 4 11-06-00 S09SGE12.00 12.00 11-06-00 01-00-00 01-00-002 X 6 2 X 4 GABLE 1 11-06-00 S1112.00 12.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 2 24-00-00 S11SGE12.00 12.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4 GABLE 2 24-00-00 T10 4.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4 ROOF 18 24-00-00 OVERHANG INFO HEEL HEIGHT GABLE STUDS 00-06-06 24 IN. OC END CUT RETURN SQUARE NO REQ. ENGINEERING NONE REQ. LAYOUTS JOBSITE 1 QUOTE LAYOUT CUTTING BT1 BT1 DATEBY SHIP TO 231 Main Street PO Box 289 Easthampton, MA 01027 Fleury LumberSOLD TO (413) 527-2693 SALES REP ORDER DATE REQ. QUOTE DATE DELIVERY DATE / / / / 07/17/15 ORDER # QUOTE # TERMS SALES AREA CUSTOMER PO # CUSTOMER ACCT # INVOICE # FFKEDEF ORDERED BY SUPERINTENDENT JOBSITE PHONE # DATE OF INVOICE 15033255B-1 Brian Tetreault Massachusetts / / / David Fagnand (413) 527-2693 PAGE 2 SPECIAL INSTRUCTIONS: *For pricing and for permit drawings. DELIVERY INSTRUCTIONS: JOB NAME: MODEL: TAG: McCormick Residence / Roof BUILDING DEPARTMENT Roof Trusses JOB CATEGORY: Residential LOT # SUBDIV: DATE07/17/15 Blackberry Lane Northampton, MA 01060 McCormick Residence / Roof David Fagnand 07/17/15 07/16/15 / / 155 Bay Road, PO Box 945, Belchertown, MA. 01007 Phone: 413-323-7247 Fax: 413-323-5257 UFP Belchertown, LLC QTY TYPE SPAN LUMBER TOP BOT OVERHANG LEFT RIGHT CANTILEVER LEFT RIGHT PITCH TOP BOTID TOTALPRICEPRICEUNITPROFILE ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. 1.15INFORMATION ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.)ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,10.0 STRESS INCR. INFORMATION PLY LEFT RIGHT STUBO/ABASE SPAN T10SGE 4.00 0.00 24-00-00 01-00-00 01-00-002 X 6 2 X 4 GABLE 2 24-00-00 ROOF SUB-TOTAL: FT-IN-16 ITEM TYPEQTY SIZE LENGTH PART NUMBER NOTES PRICEUNIT TOTALPRICE ITEMS HUS26Hanger 4 ITEMS SUB-TOTAL: ACCEPTED BY BUYER PURCHASER: BY: TITLE: ADDRESS: PHONE: DATE: ACCEPTED BY SELLER BY: TITLE: DATE OF ACCEPTANCE: SUB-TOTAL GRAND TOTAL Conventionally FramedLower RoofS01SGES01G01S01S03S03AS03BS03CS03AS03BS03CS04AS05S05S05SGES05S04AS05S05SGES04BS09SGES04CS05S03DT10SGET10SGES11SGES11S11SGES11StrapStrapStrapStrapStrapHUS26StrapStrapHUS26HUS26No Soln.HUS26S02(6)S04(5)S04(4)S09(4)T10(18)3' 5 1/2" 9' 4" 12' 8 1/2" 10' 0 1/2" 3' 5 1/2" 8' 0" 47' 0" 24' 0" 18' 0" 1' 6" 7' 0" 1' 6" 8' 0"1' 0" 37' 0"1' 0" 6' 6" 11' 6" 10' 0"28' 0"19' 4"17' 6"10' 2"10 1/2"1 1/2"10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 6 1/4"1 1/2"1' 4 1/4"2' 0" 2' 0" 2' 0" 2' 0" 6 3/4"1 1/2"1' 3 3/4"2' 0 1/4"1 1/4"1' 10 3/4"2' 0" 2' 0" 2' 0" 2 1/4"1' 9 3/4"2' 0" 2' 0" 2' 0" 1' 4 3/4"1 1/2"1' 4 1/2"1 1/2"6"2' 0"2' 0"2' 0"4 1/2"1 1/2"1' 7"Roof Area 2895.61Sheathing Count 100Overhang Lines 190.5Raked Lines 295.09Ridge Lines 110.75Hip Lines 0Valley Lines 33.77THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to beincorporated into the building design at the specificationof the building designer. See individual design sheets for eachtruss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracingof the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams,walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing ofwood trusses" available from the Truss Plate Institute, 583D'Onifrio Drive; Madison, WI 53179. It is the responsiblility of theGeneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions, and use. If they do not, it is the responsiblility of the General Contractor/Superintendent to provideprints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible forprint/planchanges by others after final approval ofshop drawings, norwill they be responsible for errors or modifications made on-siteduring construction. DO NOT CUT, NOTCH, DRILL, OR OTHERWISE"REPAIR" MANUFACTURED TRUSSES IN ANY WAYWITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NOTBE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR "CHARGE BACKS"DONE WITHOUT PRIOR WRITTENAUTHORIZATION FROM UFPMcCormick ResidenceBlackberry Lane Northampton, MA7/17/15For Permit & Pricing Only15033255BThe following information is anapproximate and NOT guaranteed Job 15033255B Truss G01 Truss Type Roof Special Girder Qty 1 Ply 3 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:47:21 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-Mp0vdyU2Kcr11HxLD0O0VYBQUG1wahq_QMrDXLz_RT4 Scale = 1:50.8 W1 T1 T1 W1 B1 B2 B1 W5 W4 W3 W2 W4W3 W2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 23 4x4 5x12 6x6 5x12 9x16 MT18HS 9x16 MT18HS 8x8 4x8 4x8 4x4 Special Special Special HUS26 HUS26 Special HUS26 HUS26 SpecialSpecial Special 3-6-10 3-6-10 8-9-0 5-2-6 13-11-6 5-2-6 17-6-0 3-6-10 -1-0-0 1-0-0 3-6-10 3-6-10 8-9-0 5-2-6 13-11-6 5-2-6 17-6-0 3-6-10 18-6-0 1-0-0 1-6-010-3-010-4-121-6-03-1-212.00 12 12.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-8], [5:0-1-12,0-1-12], [10:0-4-0,0-4-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15NOIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.670.580.91 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.25-0.390.690.07 (loc)10-1110-11810-11 l/defl>816>514n/a>999 L/d240180n/a360 PLATES MT20MT18HS Weight: 379 lb FT = 4% GRIP 197/144197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1: 2x8 SP No.1, W4: 2x4 SPF No.2 or 2x4 SPF Stud, W2: 2x4 SPF 2100F 1.8E BRACING-TOP CHORD Structural wood sheathing directly applied or 5-3-6 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)12=8731/0-5-8 (min. 0-4-9), 8=7636/0-5-8 (min. 0-4-0) Max Horz12=192(LC 13)Max Uplift12=-429(LC 7), 8=-397(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-12=-6437/498, 2-3=-19416/1169, 3-13=-6837/412, 4-13=-6721/429, 4-14=-6729/461, 5-14=-6845/444, 5-6=-18506/964, 6-8=-6146/366BOT CHORD 12-15=-1593/308, 15-16=-862/295, 16-17=-287/854, 11-17=-317/1672, 11-18=-880/12463, 18-19=-880/12463, 10-19=-880/12463, 10-20=-586/11905, 20-21=-586/11905, 9-21=-586/11905, 9-22=-39/1343, 22-23=-293/16, 8-23=-1033/25WEBS4-10=-553/8804, 5-10=-7443/404, 5-9=-452/10273, 6-9=-722/14796, 3-10=-8026/638, 3-11=-727/11110, 2-11=-870/15527 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc.Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections havebeen provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise); cantilever left and right exposed ; LumberDOL=1.60 plate grip DOL=1.334) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.15) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.10) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 12 and 397 lb uplift at joint 8.12) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.13) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 4-0-0 oc max. starting at 4-9-0 from the left end to 12-9-0 toconnect truss(es) S03B (1 ply 2x4 SPF), S03A (1 ply 2x4 SPF), S03B (1 ply 2x4 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber.16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1020 lb down and 32 lb up at 0-9-0, 2464 lb down and 69 lb up at 2-1-4, 1151 lb down and 49 lb up at 2-9-0, 1493 lb down and 110 lb up at 8-9-0, 1151 lb down and 49 lb up at 14-9-0, and 1187 lb down and 31 lb up at 14-11-4, and 1020 lb down and 32 lb up at 16-9-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15Uniform Loads (plf)Vert: 1-2=-100, 2-4=-100, 4-6=-100, 6-7=-100, 11-12=-20, 9-11=-20, 8-9=-20 Continued on page 2 Job 15033255B Truss G01 Truss Type Roof Special Girder Qty 1 Ply 3 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:47:22 2015 Page 2 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-q?aHqIVh5wztfQVXnjvF2ljbEfN9J737f0bm4oz_RT3 LOAD CASE(S)StandardConcentrated Loads (lb)Vert: 10=-1493(F) 15=-1020(F) 16=-2464(F) 17=-1151(F) 18=-1039(F) 19=-1240(F) 20=-1240(F) 21=-1039(F) 22=-2339(F) 23=-1020(F) Job 15033255B Truss S01 Truss Type Roof Special Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:29:01 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ZBZ3mqA3NeG53Erwn?f3wadWhrdnrCu4UEO?w6z_RkG Scale = 1:50.7 T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W1 W2 W2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 6x6 6x8 6x8 3x8 3x8 3x8 6x8 6x8 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 8-9-0 5-2-6 13-11-6 5-2-6 17-0-8 3-1-2 17-6-0 0-5-8 -1-0-0 1-0-0 0-5-8 0-5-8 3-6-10 3-1-2 8-9-0 5-2-6 13-11-6 5-2-6 17-6-0 3-6-10 18-6-0 1-0-0 1-6-00-2-210-3-010-4-121-6-00-2-23-1-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.380.500.88 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.10-0.200.370.04 (loc) 109-10811 l/defl >999>999n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 109 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1162/0-5-8 (min. 0-1-13), 8=1162/0-5-8 (min. 0-1-13) Max Horz12=194(LC 7) Max Uplift12=-51(LC 8), 8=-51(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2673/215, 3-13=-1102/110, 4-13=-915/127, 4-14=-915/127, 5-14=-1102/110, 5-6=-2673/134, 2-12=-1128/215, 6-8=-1128/215BOT CHORD 11-12=-281/281, 10-11=-265/1703, 9-10=0/1703WEBS4-10=-53/813, 5-10=-1140/192, 5-9=0/1070, 3-10=-1140/280, 3-11=-204/1070, 2-11=-103/2054, 6-9=0/2054 NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 12 and 51 lb uplift at joint 8.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S01SGE Truss Type GABLE Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:29:13 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-CVHbHxKbYKnOV4lEUWttP67afgjbfdtrE5IeLPz_Rk4 Scale = 1:50.7 T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W1 W2 W2 ST3 ST1 ST2 ST3 ST1 ST2 1 2 3 4 5 6 7 12 11 10 9 8 23 24 6x6 6x8 6x8 3x8 3x8 3x8 6x8 6x8 2x4 1.5x3 3x6 1.5x3 1.5x3 2x4 1.5x3 1.5x3 1.5x3 3x6 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 8-9-0 5-2-6 13-11-6 5-2-6 17-0-8 3-1-2 17-6-0 0-5-8 -1-0-0 1-0-0 0-5-8 0-5-8 3-6-10 3-1-2 8-9-0 5-2-6 13-11-6 5-2-6 17-6-0 3-6-10 18-6-0 1-0-0 1-6-00-2-210-3-010-4-121-6-00-2-23-1-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.380.500.88 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.10-0.200.370.04 (loc) 109-10811 l/defl >999>999n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 123 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1162/0-5-8 (min. 0-1-13), 8=1162/0-5-8 (min. 0-1-13) Max Horz12=194(LC 7)Max Uplift12=-51(LC 8), 8=-51(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2673/215, 3-23=-1102/110, 4-23=-915/127, 4-24=-915/127, 5-24=-1102/110, 5-6=-2673/134, 2-12=-1128/215, 6-8=-1128/215BOT CHORD 11-12=-281/281, 10-11=-265/1703, 9-10=0/1703WEBS4-10=-53/813, 5-10=-1140/192, 5-9=0/1070, 3-10=-1140/280, 3-11=-204/1070, 2-11=-103/2054, 6-9=0/2054 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 9) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 12 and 51 lb uplift at joint 8. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S02 Truss Type ROOF SPECIAL Qty 6 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:30:13 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-S2vHtS2DQlKuiILm?6yxrmcp0s9xilSg1QqpSxz_Rj8 Scale = 1:50.7 T1 T2 T3 B1 B2 W3 W4 W5 W6 W7 W1 HW2 W2 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 6x6 5x10 6x8 4x8 4x4 3x8 3x8 1.5x3 6x8 4x4 0-5-8 0-5-8 3-6-10 3-1-2 8-9-0 5-2-6 13-7-5 4-10-5 17-6-0 3-10-11 -1-0-0 1-0-0 3-6-10 3-6-10 8-9-0 5-2-6 13-7-5 4-10-5 17-6-0 3-10-11 18-6-0 1-0-0 1-6-00-2-25-4-1110-3-010-4-121-0-03-1-212.00 12 4.00 12 12.00 12 Plate Offsets (X,Y)-- [7:0-4-11,0-2-10] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.410.610.90 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.09-0.190.190.04 (loc)1110-11711 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 102 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 SLIDER Right 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)7=1141/0-5-8 (min. 0-1-13), 12=1178/0-5-8 (min. 0-1-14)Max Horz12=178(LC 8)Max Uplift7=-71(LC 7), 12=-45(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2722/511, 3-17=-1096/191, 4-17=-945/208, 4-18=-926/198, 18-19=-937/185, 5-19=-1073/181, 5-6=-1745/274, 6-7=-524/66, 2-12=-1144/341BOT CHORD 11-12=-259/186, 10-11=-328/1736, 9-10=-188/1578, 7-9=-191/1578WEBS3-11=-212/1088, 3-10=-1145/379, 4-10=-148/841, 5-10=-981/237, 2-11=-245/2093 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 lb uplift at joint 7 and 45 lb uplift at joint 12. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S03A Truss Type Roof Special Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:34:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-0Ankl6KDb0TRjxZrNXJUKvK076hqiJUZM5zfSkz_Rev Scale = 1:51.9 T1 T2 T3 W9 B1 B2 W3 W4 W5 W6 W7 W8 W1 W2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 6x6 6x8 2x4 3x6 6x8 3x8 3x8 1.5x3 6x8 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 11-3-12 2-3-12 17-6-8 6-2-12 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 11-3-12 2-3-12 17-6-8 6-2-12 1-6-00-2-28-0-210-6-010-7-124-11-03-1-212.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-3-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.890.510.90 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.09-0.190.190.05 (loc)109-10710 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 111 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W8: 2x4 SPF No.2, W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals,and 2-0-0 oc purlins (3-9-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)7=1024/Mechanical, 11=1175/0-5-8 (min. 0-1-13)Max Horz11=251(LC 8)Max Uplift7=-99(LC 7), 11=-22(LC 8)Max Grav7=1260(LC 17), 11=1175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2728/868, 3-12=-1099/206, 4-12=-901/220, 4-5=-983/279, 6-7=-567/88, 2-11=-1142/457BOT CHORD 10-11=-438/63, 9-10=-724/1742, 8-9=-201/896, 7-8=-203/893 WEBS 3-10=-519/1099, 3-9=-1157/605, 4-9=-251/931, 5-9=-708/122, 5-7=-1114/254, 2-10=-531/2102 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 7 and 22 lb uplift at joint 11. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S03B Truss Type Roof Special Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:35:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-C6XAmJ46?4He9TIm?YQ1r_vjO5rUEMqhck?xd8z_Rdx Scale = 1:51.9 T1 T2 T3 W9 B1 B2 W3 W4 W5 W6 W7 W8 W1 W2 1 2 3 4 5 6 11 10 9 8 7 12 13 6x6 6x8 2x4 3x6 6x8 3x8 3x8 1.5x3 6x8 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 13-3-12 4-3-12 17-6-8 4-2-12 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 13-3-12 4-3-12 17-6-8 4-2-12 1-6-00-2-26-0-210-6-010-7-122-11-03-1-212.00 12 12.00 12 Plate Offsets (X,Y)-- [5:0-2-12,0-3-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.450.500.90 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.09-0.190.190.05 (loc)109-10710 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 104 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-9-5 oc bracing: 9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)7=1024/Mechanical, 11=1175/0-5-8 (min. 0-1-13)Max Horz11=218(LC 7)Max Uplift7=-54(LC 7), 11=-35(LC 8)Max Grav7=1059(LC 17), 11=1175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/737, 3-12=-1101/207, 4-12=-903/221, 4-13=-911/231, 5-13=-1125/212, 6-7=-381/59, 2-11=-1142/413BOT CHORD 10-11=-337/124, 9-10=-572/1743, 8-9=-221/1300, 7-8=-224/1296 WEBS 3-10=-399/1098, 3-9=-1156/522, 4-9=-186/823, 5-9=-781/171, 5-7=-1526/263, 2-10=-427/2103 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 7 and 35 lb uplift at joint 11. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S03C Truss Type Roof Special Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:36:38 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-h6gqg5ijl2rFOSHm2TMDxy2bS3ZhQtiLZqbhT7z_Rd7 Scale = 1:51.9 T1 T2 T3 W9 B1 B2 B3 B4 W3 W4 W5 W4 W3 W6 W7 W8 W1 W2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 6x6 6x8 2x4 3x6 6x8 6x6 3x8 3x8 3x8 6x6 6x8 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 14-5-6 5-5-6 15-2-4 0-8-14 17-6-8 2-4-4 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 14-5-6 5-5-6 15-3-12 0-10-6 17-6-8 2-2-12 1-6-00-2-24-0-210-6-010-7-121-7-142-4-40-8-1412.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-3-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.500.630.90 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.10-0.200.240.04 (loc)1011-12812 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 104 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)8=1024/Mechanical, 13=1175/0-5-8 (min. 0-1-13)Max Horz13=220(LC 7)Max Uplift8=-30(LC 8), 13=-44(LC 8)Max Grav8=1171(LC 18), 13=1175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/582, 3-14=-1104/193, 4-14=-974/207, 4-15=-981/213, 5-15=-1384/196, 5-6=-3208/412, 2-13=-1142/362BOT CHORD 12-13=-318/186, 11-12=-404/1744, 10-11=-326/2228, 9-10=-289/2319, 8-9=-224/1794 WEBS 3-12=-270/1095, 3-11=-1154/433, 4-11=-163/847, 5-11=-1605/351, 5-10=-96/1251, 6-10=-156/829, 6-9=-1615/218, 6-8=-2106/263, 2-12=-304/2103 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 8 and 44 lb uplift at joint 13.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S03D Truss Type Roof Special Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:37:20 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-SBCiUSD3sy7IRvUqWI64epolW_uNFs5WDMmvxhz_RcT Scale = 1:51.9 T1 T2 T3 W9 B1 B2 B3 B4 W3 W4 W5 W4 W3 W6 W7 W8 W1 W2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 6x6 6x8 2x4 3x6 6x8 6x6 3x8 3x8 3x8 6x6 6x8 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 14-5-6 5-5-6 15-8-8 1-3-2 17-6-8 1-10-0 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 14-5-6 5-5-6 15-10-0 1-4-10 17-6-8 1-8-8 1-6-00-2-23-5-1410-6-010-7-121-7-141-10-01-3-212.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-2-12,0-4-0] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.520.640.90 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.10-0.190.260.04 (loc)1011-12812 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 105 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-13 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. WEBS 1 Row at midpt 5-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)8=1024/Mechanical, 13=1175/0-5-8 (min. 0-1-13)Max Horz13=221(LC 7)Max Uplift8=-28(LC 8), 13=-46(LC 8)Max Grav8=1238(LC 18), 13=1175(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2729/538, 3-14=-1104/187, 4-14=-988/201, 4-15=-996/206, 5-15=-1392/188, 5-6=-3384/424, 2-13=-1142/347BOT CHORD 12-13=-319/202, 11-12=-358/1744, 10-11=-296/2267, 9-10=-217/1875, 8-9=-167/1447 WEBS 3-12=-265/1095, 3-11=-1154/408, 4-11=-153/858, 5-11=-1635/343, 5-10=-123/1364, 6-10=-155/1067, 6-9=-1297/167, 6-8=-1871/217, 2-12=-269/2103 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 8 and 46 lb uplift at joint 13.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S03 Truss Type Roof Special Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:46:54 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ecuiyjA7hJSsI7M98rPgvrZmMNjqlWa0DgpH4Qz_RTV Scale = 1:45.2 T1 T2 W7 B1 B2 W3 W5 W6 W1 W4 W2 1 2 3 4 5 9 8 7 6 10 11 12 8x12 3x4 3x8 6x10 4x8 3x6 4x12 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-3-12 5-9-2 17-6-8 8-2-12 -1-0-0 1-0-0 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 9-3-12 0-3-12 17-6-8 8-2-12 1-6-00-2-210-6-010-7-126-11-03-1-212.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [4:0-4-8,0-5-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.860.950.75 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.16-0.400.230.05 (loc)6-76-768 l/defl>999>509n/a>999 L/d240180n/a360 PLATES MT20 Weight: 121 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2 *Except* T2: 2x8 SP No.1 BOT CHORD 2x4 SPF No.2 WEBS 2x6 SPF No.2 *Except* W3,W4: 2x4 SPF No.2 or 2x4 SPF Stud, W6,W2: 2x4 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins, except end verticals,and 2-0-0 oc purlins (4-0-12 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-6, 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)6=1099/Mechanical, 9=1220/0-5-8 (min. 0-2-13)Max Horz9=278(LC 8)Max Uplift6=-89(LC 7), 9=-8(LC 8)Max Grav6=1513(LC 13), 9=1801(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-4012/963, 3-10=-1526/172, 4-10=-1160/192, 5-6=-767/119, 2-9=-1768/492BOT CHORD 8-9=-535/37, 7-8=-849/2547, 7-12=-213/864, 6-12=-213/864 WEBS 3-8=-631/1539, 4-7=-104/816, 4-6=-1098/271, 3-7=-1760/664, 2-8=-605/3066 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 6 and 8 lb uplift at joint 9. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S04A Truss Type Roof Special Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:32:31 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-PbFSqejnw9jIGVuH45QIRsKO1VG32AS_mvF7Ixz_Rh_ Scale = 1:49.2 T1 T2 T3 W7 B1 B2 W1 W2 W3 W4 W5 W6 HW11 2 3 4 5 6 711109 8 16 17 5x10 6x6 5x12 MT18HS 2x4 4x8 4x4 5x8 1.5x3 3x8 3x6 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 17-6-8 3-1-2 -1-0-0 1-0-0 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 17-6-8 3-1-2 1-0-02-3-97-4-1410-1-121-7-42-8-144.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:Edge,0-1-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.420.620.85 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.09-0.170.180.03 (loc)10-119-10810-11 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20MT18HS Weight: 99 lb FT = 4% GRIP 197/144197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)8=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13) Max Horz2=155(LC 7)Max Uplift8=-22(LC 9), 2=-58(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-529/62, 3-4=-1775/254, 4-16=-1070/163, 5-16=-926/177, 5-17=-934/191, 6-17=-1136/174, 6-7=-2560/357, 7-8=-1011/157BOT CHORD 2-11=-131/1606, 10-11=-127/1606, 9-10=-205/1682WEBS4-10=-1009/238, 5-10=-117/811, 6-10=-1102/315, 6-9=-68/948, 7-9=-236/1971 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.8) Refer to girder(s) for truss to truss connections.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 8 and 58 lb uplift at joint 2. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S04B Truss Type Roof Special Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:33:19 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-0q8bv2IucvmV0tZWuAHZN_JZDrdoIyE2pMuf_9z_RgE Scale = 1:41.9 T1 T2 T3 T4 W9 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW11 2 3 4 5 6 7 8 13 12 11 10 9 18 19 20 5x10 6x6 6x8 2x4 3x6 4x8 4x4 6x6 1.5x3 3x8 5x6 6x6 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 15-10-0 1-4-10 17-6-8 1-8-8 -1-0-0 1-0-0 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 15-11-8 1-6-2 17-6-8 1-7-0 1-0-02-3-97-4-140-3-48-9-81-7-141-4-104.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-12,0-4-0] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.530.650.60 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.09-0.180.120.03 (loc)1111-12912-13 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 97 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)9=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13)Max Horz2=154(LC 7)Max Uplift9=-20(LC 9), 2=-59(LC 8)Max Grav9=1266(LC 20), 2=1154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-529/64, 3-18=-353/57, 3-4=-1775/259, 4-19=-1075/167, 5-19=-1011/182, 5-20=-1020/196, 6-20=-1415/179, 6-7=-3447/406BOT CHORD 2-13=-184/1606, 12-13=-180/1606, 11-12=-278/2296, 10-11=-192/1773, 9-10=-148/1367 WEBS 4-12=-1009/239, 5-12=-124/889, 6-12=-1648/337, 6-11=-116/1389, 7-11=-155/1174, 7-10=-1225/149, 7-9=-1832/198 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint 9 and 59 lb uplift at joint 2. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S04C Truss Type Roof Special Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:33:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ne929bcakbwyWjzJswEQuFrsCw9leFRkZlRULCz_Rfr Scale = 1:39.6 T1 T2 T3 T4 W9 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW11 2 3 4 5 6 7 8 13 12 11 10 9 18 19 20 5x10 6x6 6x8 2x4 3x6 4x8 4x4 6x6 1.5x3 3x8 3x8 6x6 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 15-4-8 0-11-2 17-6-8 2-2-0 -1-0-0 1-0-0 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 15-6-0 1-0-10 17-6-8 2-0-8 1-0-02-3-97-4-140-8-128-4-01-7-140-11-24.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-12,0-3-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.510.640.60 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.10-0.180.100.03 (loc)1111-12912-13 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 96 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except end verticals,and 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS.(lb/size)9=1040/Mechanical, 2=1154/0-5-8 (min. 0-1-13)Max Horz2=153(LC 7)Max Uplift9=-21(LC 9), 2=-58(LC 8)Max Grav9=1207(LC 20), 2=1154(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-18=-529/64, 3-18=-353/58, 3-4=-1775/259, 4-19=-1070/167, 5-19=-1000/182, 5-20=-1008/197, 6-20=-1409/180, 6-7=-3319/396BOT CHORD 2-13=-200/1606, 12-13=-197/1606, 11-12=-300/2265, 10-11=-246/2192, 9-10=-190/1694 WEBS 4-12=-1009/239, 5-12=-125/880, 6-12=-1624/342, 6-11=-100/1320, 7-11=-144/882, 7-10=-1524/188, 7-9=-2045/230 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1, Lu=50-0-03) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) Provide adequate drainage to prevent water ponding.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 9 and 58 lb uplift at joint 2. 10) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S)Standard Job 15033255B Truss S04 Truss Type ROOF SPECIAL Qty 9 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:31:00 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-a4F2kWdiMCFDrWRoFUIzFg2qPpCYD?VbrEjobjz_RiP Scale = 1:51.0 T1 T2 T3 B1 B2 W1 W2 W3 W4 W5HW1 W7 W6 1 2 3 4 5 6 7 8 12 11 10 9 17 18 19 5x10 6x6 4x8 4x4 6x8 1.5x3 3x8 3x8 5x6 4x4 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 17-6-8 3-1-2 18-0-0 0-5-8 -1-0-0 1-0-0 3-10-11 3-10-11 9-0-0 5-1-5 14-5-6 5-5-6 18-0-0 3-6-10 19-0-0 1-0-0 1-0-02-3-97-4-1410-6-010-7-121-6-03-1-20-2-24.00 12 12.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-4-11,0-2-10], [7:0-2-0,0-1-12] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.460.630.94 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.10-0.200.220.03 (loc)11-1210-11911-12 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 104 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W7: 2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1171/0-5-8 (min. 0-1-13), 9=1208/0-5-8 (min. 0-1-14)Max Horz2=-181(LC 9)Max Uplift2=-55(LC 8), 9=-79(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-537/55, 3-4=-1812/230, 4-17=-1101/139, 17-18=-958/142, 5-18=-956/156, 5-19=-965/169, 6-19=-1163/152, 6-7=-2828/216, 7-9=-1174/239BOT CHORD 2-12=-46/1639, 11-12=-15/1640, 10-11=-14/1809WEBS4-11=-1024/230, 5-11=-87/848, 6-11=-1204/224, 6-10=0/1133, 7-10=-13/2182 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 2 and 79 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S05 Truss Type ROOF SPECIAL Qty 5 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:27:34 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-cSoAV47UsvIR7shCADbfuEWe3mv_yrlGTBpvMfz_Rld Scale = 1:51.9 T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W1 W2W2 1 2 3 4 5 6 7 12 11 10 9 8 13 14 6x6 6x8 6x8 3x8 3x8 3x8 6x8 6x8 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 14-5-6 5-5-6 17-6-8 3-1-2 18-0-0 0-5-8 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 14-5-6 5-5-6 17-6-8 3-1-2 18-0-0 0-5-8 19-0-0 1-0-0 1-6-00-2-210-6-010-7-121-6-00-2-23-1-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.410.530.92 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.11-0.220.390.04 (loc) 1010-11811 l/defl >999>970n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 112 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1192/0-5-8 (min. 0-1-14), 8=1192/0-5-8 (min. 0-1-14) Max Horz12=199(LC 7) Max Uplift12=-52(LC 8), 8=-52(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2780/230, 3-13=-1134/115, 4-13=-936/133, 4-14=-936/133, 5-14=-1134/115, 5-6=-2780/155, 2-12=-1158/219, 6-8=-1158/219BOT CHORD 11-12=-289/289, 10-11=-281/1777, 9-10=0/1777WEBS4-10=-55/823, 5-10=-1199/210, 5-9=0/1115, 3-10=-1199/296, 3-11=-215/1115, 6-9=0/2143, 2-11=-116/2143 NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 12 and 52 lb uplift at joint 8.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S05SGE Truss Type GABLE Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:27:48 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-C8eTRtIGZC3Sp0lu?9rxTB61XQhFEADKhNCesrz_RlP Scale = 1:51.9 T1 T1 B1 B2 B1 W5 W4 W3W4W3 W1 W1 W2W2 ST3 ST1 ST2 ST3 ST1 ST2 1 2 3 4 5 6 7 12 11 10 9 8 23 24 6x6 6x8 6x8 3x8 3x8 3x8 6x8 6x8 2x4 1.5x3 3x6 1.5x3 1.5x3 2x4 1.5x3 1.5x3 1.5x3 3x6 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 9-0-0 5-5-6 14-5-6 5-5-6 17-6-8 3-1-2 18-0-0 0-5-8 -1-0-0 1-0-0 3-6-10 3-6-10 9-0-0 5-5-6 14-5-6 5-5-6 17-6-8 3-1-2 18-0-0 0-5-8 19-0-0 1-0-0 1-6-00-2-210-6-010-7-121-6-00-2-23-1-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.410.530.92 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.11-0.220.390.04 (loc) 1010-11811 l/defl >999>970n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 127 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-4-8 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)12=1192/0-5-8 (min. 0-1-14), 8=1192/0-5-8 (min. 0-1-14) Max Horz12=199(LC 7)Max Uplift12=-52(LC 8), 8=-52(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-2780/230, 3-23=-1134/115, 4-23=-936/133, 4-24=-936/133, 5-24=-1134/115, 5-6=-2780/155, 2-12=-1158/219, 6-8=-1158/219BOT CHORD 11-12=-289/289, 10-11=-281/1777, 9-10=0/1777WEBS4-10=-55/823, 5-10=-1199/210, 5-9=0/1115, 3-10=-1199/296, 3-11=-215/1115, 6-9=0/2143, 2-11=-116/2143 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members. 9) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint 12 and 52 lb uplift at joint 8. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S09 Truss Type ROOF SPECIAL Qty 4 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:20:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-Zy8wtaBZyYuKB9VoHXHzMBdzrIk_MRFDfj_J3Iz_Rs? Scale = 1:35.5 T1 T1 B1 B2 B1 W4 W3 W4 W3 W1 W1 W2 W2 1 2 3 4 5 6 7 11 10 9 8 6x6 5x12 5x12 2x4 2x4 4x8 4x8 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 7-11-6 4-4-12 11-0-8 3-1-2 11-6-0 0-5-8 -1-0-0 1-0-0 0-5-8 0-5-8 3-6-10 3-1-2 5-9-0 2-2-6 7-11-6 2-2-6 11-6-0 3-6-10 12-6-0 1-0-0 1-6-00-2-27-3-07-4-121-6-00-2-23-1-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.170.240.44 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.05-0.120.170.02 (loc) 109-10810 l/defl >999>999n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 77 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=802/0-5-8 (min. 0-1-8), 8=802/0-5-8 (min. 0-1-8) Max Horz11=125(LC 7) Max Uplift11=-46(LC 8), 8=-46(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1434/58, 3-4=-1325/158, 4-5=-1325/102, 5-6=-1434/7, 2-11=-768/182, 6-8=-768/182BOT CHORD 9-10=-2/457WEBS4-9=-58/912, 4-10=-201/912, 2-10=0/1029, 6-9=0/1029 NOTES-1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 11 and 46 lb uplift at joint 8.9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S09SGE Truss Type GABLE Qty 1 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:21:06 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-zpMU3PR6EhQVaE1eSkegAPSOoMZf2UC9FqqNl8z_Rrh Scale = 1:35.5 T1 T1 B1 B2 B1 W4 W3 W4 W3 W1 W1 W2 W2 ST1 1 2 3 4 5 6 7 11 10 9 8 8x8 5x12 5x12 2x4 2x4 4x8 4x8 1.5x3 4x4 4x4 0-5-8 0-5-8 3-6-10 3-1-2 7-11-6 4-4-12 11-0-8 3-1-2 11-6-0 0-5-8 -1-0-0 1-0-0 0-5-8 0-5-8 3-6-10 3-1-2 5-9-0 2-2-6 7-11-6 2-2-6 11-6-0 3-6-10 12-6-0 1-0-0 1-6-00-2-27-3-07-4-121-6-00-2-23-1-212.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-3-8,Edge] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.170.240.44 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.05-0.120.170.02 (loc)109-10810 l/defl>999>999n/a>999 L/d240180n/a360 PLATES MT20 Weight: 81 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)11=802/0-5-8 (min. 0-1-8), 8=802/0-5-8 (min. 0-1-8)Max Horz11=125(LC 7)Max Uplift11=-46(LC 8), 8=-46(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1434/58, 3-4=-1325/158, 4-5=-1325/102, 5-6=-1434/7, 2-11=-768/182, 6-8=-768/182BOT CHORD 9-10=-2/457WEBS4-9=-58/912, 4-10=-201/912, 2-10=0/1029, 6-9=0/1029 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 11, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 11 and 46 lb uplift at joint 8. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S11 Truss Type ROOF SPECIAL Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:18:04 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-IoMhtAEy5mUKlG6fnWN_o1wHY?NqP6vNPWkkMhz_RuX Scale = 1:66.7 T2 T2 B1 B2 B1 W7 W6 W5 W4 W3 W6 W5 W4 W3 W1 W1 W2 W8 T1 T1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x6 6x6 4x6 5x6 5x6 3x8 4x8 3x6 3x6 4x8 3x6 4x6 4x8 4x8 4x4 4x4 8-1-140-5-80-5-8 3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 23-6-82-7-1 24-0-00-5-8 -1-0-01-0-0 0-5-8 0-5-8 3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 24-0-03-0-9 25-0-01-0-0 1-6-00-2-213-6-013-7-121-6-00-2-25-4-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 1-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.250.510.65 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.19-0.360.710.07 (loc) 15-1615-161216 l/defl >999>791n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 147 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W7: 2x4 SPF No.2, W1: 2x6 SPF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-15, 4-15 REACTIONS.(lb/size)18=776/0-5-8 (min. 0-1-8), 12=776/0-5-8 (min. 0-1-8) Max Horz18=-134(LC 6) Max Uplift18=-28(LC 8), 12=-28(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1727/140, 3-4=-2784/216, 4-19=-861/65, 5-19=-792/66, 5-6=-784/78, 6-7=-784/78, 7-20=-792/66, 8-20=-861/65, 8-9=-2786/78, 9-10=-1668/103, 2-18=-811/123, 10-12=-805/123BOT CHORD 16-17=-279/1548, 15-16=-218/1826, 14-15=0/1825, 13-14=-3/1553WEBS6-15=-21/771, 8-15=-1327/110, 8-14=0/1509, 9-14=0/941, 9-13=-490/18, 4-15=-1327/221, 4-16=-189/1507, 3-16=-43/944, 3-17=-443/39, 2-17=-76/1217, 10-13=-9/1172 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 18 and 28 lb uplift at joint 12. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss S11SGE Truss Type GABLE Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:17:44 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-ux97gL_Ppdz9LBapcJ0I_p5sbxY9j3yQoPuhfrz_Rur Scale = 1:66.7 T2 T2 B1 B2 B1 W7 W6 W5 W4 W3 W6 W5 W4 W3 W1 W1 W2 W8 T1 T1 ST3 ST1 ST2 ST3 ST1 ST2 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 31 32 4x6 6x6 4x6 5x6 5x6 3x8 4x8 3x6 3x6 4x8 3x6 4x6 4x8 4x8 2x4 1.5x3 3x6 1.5x3 1.5x3 2x4 1.5x3 3x6 1.5x3 1.5x3 4x4 4x4 0-5-8 0-5-8 3-0-9 2-7-1 5-9-10 2-9-1 12-0-0 6-2-6 18-2-6 6-2-6 20-11-7 2-9-1 23-6-8 2-7-1 24-0-0 0-5-8 -1-0-01-0-0 0-5-8 0-5-8 3-0-92-7-1 5-9-102-9-1 12-0-06-2-6 18-2-66-2-6 20-11-72-9-1 24-0-03-0-9 25-0-01-0-0 1-6-00-2-213-6-013-7-121-6-00-2-25-4-212.00 12 12.00 12 LOADING (psf)TCLL(Roof Snow=40.0)TCDLBCLL BCDL 40.0 10.00.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 1-0-0 1.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.250.510.65 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in -0.19-0.360.710.07 (loc) 15-1615-161216 l/defl >999>791n/a>999 L/d 240180n/a360 PLATES MT20 Weight: 165 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS2x4 SPF No.2 or 2x4 SPF Stud *Except* W7: 2x4 SPF No.2, W1: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-3-5 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 8-15, 4-15 REACTIONS.(lb/size)18=776/0-5-8 (min. 0-1-8), 12=776/0-5-8 (min. 0-1-8) Max Horz18=-134(LC 6)Max Uplift18=-28(LC 8), 12=-28(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-1727/140, 3-4=-2784/216, 4-31=-861/65, 5-31=-792/66, 5-6=-784/78, 6-7=-784/78, 7-32=-792/66, 8-32=-861/65, 8-9=-2786/78, 9-10=-1668/103, 2-18=-811/123, 10-12=-805/123BOT CHORD 16-17=-279/1548, 15-16=-218/1826, 14-15=0/1825, 13-14=-3/1553WEBS6-15=-21/771, 8-15=-1327/110, 8-14=0/1509, 9-14=0/941, 9-13=-490/18, 4-15=-1327/221, 4-16=-189/1507, 3-16=-43/944, 3-17=-443/39, 2-17=-76/1217, 10-13=-9/1172 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) Gable studs spaced at 2-0-0 oc.7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 18, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 18 and 28 lb uplift at joint 12. 11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss T10 Truss Type ROOF SPECIAL Qty 18 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:19:20 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-4PyQqA8dC73XsxwGETkpt339peEJDQvZtK8m1Hz_RtL Scale = 1:43.2 T1 T2 T2 T1 B1 W3 W2 W1W2W1 HW1 HW1 B1 1 2 3 4 5 6 7 8 9 12 11 10 21 22 23 24 25 26 27 28 6x6 6x6 6x6 4x12 4x6 5x8 1.5x3 1.5x3 4x12 4x6 7-3-3 7-3-3 12-0-0 4-8-13 16-8-13 4-8-13 24-0-0 7-3-3 -1-0-0 1-0-0 7-3-3 7-3-3 12-0-0 4-8-13 16-8-13 4-8-13 24-0-0 7-3-3 25-0-0 1-0-0 1-0-03-5-18-1-141-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge], [11:0-4-0,0-3-0] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.670.850.96 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.18-0.330.100.06 (loc)11-1211-12811-12 l/defl>999>876n/a>999 L/d240180n/a360 PLATES MT20 Weight: 118 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W3: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1547/0-5-8 (min. 0-2-7), 8=1547/0-5-8 (min. 0-2-7)Max Horz2=-80(LC 9)Max Uplift2=-81(LC 6), 8=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-698/32, 3-22=-2628/416, 4-22=-2506/425, 4-23=-1715/316, 23-24=-1610/338, 5-24=-1416/341, 5-25=-1416/341, 25-26=-1610/338, 6-26=-1715/316, 6-27=-2506/425, 7-27=-2627/416, 7-8=-698/32BOT CHORD 2-12=-308/2377, 11-12=-310/2374, 10-11=-310/2374, 8-10=-308/2377WEBS5-11=-325/1705, 6-11=-1480/340, 4-11=-1480/340 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members.7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 81 lb uplift at joint 8. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard Job 15033255B Truss T10SGE Truss Type GABLE Qty 2 Ply 1 Blackberry Lane Northampton, MA Job Reference (optional)7.610 s Jan 29 2015 MiTek Industries, Inc. Tue Jul 07 14:19:46 2015 Page 1 Universal Forest Products ID:H54QB2AJ8Y3RL86_qpK7vAz_RxB-JQWFH3Tx46Lr_xvGmxCvwX8bF76OIALOsNR8xnz_Rsx Scale = 1:43.2 T1 T2 T2 T1 B1 W3 W2 W1W2W1 HW1 HW1 B1 ST2 ST1 ST2 ST11 2 3 4 5 6 7 8 9 12 11 10 29 30 31 32 33 34 35 36 6x6 6x6 6x6 4x12 4x6 5x8 4x12 4x6 7-3-3 7-3-3 12-0-0 4-8-13 16-8-13 4-8-13 24-0-0 7-3-3 -1-0-0 1-0-0 7-3-3 7-3-3 12-0-0 4-8-13 16-8-13 4-8-13 24-0-0 7-3-3 25-0-0 1-0-0 1-0-03-5-18-1-141-0-04.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-6-3,Edge], [8:0-6-3,Edge], [11:0-4-0,0-3-0] LOADING (psf)TCLL(Roof Snow=40.0)TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOLLumber DOL Rep Stress IncrCode 2-0-01.151.15YESIRC2009/TPI2007 CSI. TCBCWB(Matrix-M) 0.670.850.96 DEFL. Vert(LL)Vert(TL)Horz(TL)Wind(LL) in-0.18-0.330.100.06 (loc)11-1211-12811-12 l/defl>999>876n/a>999 L/d240180n/a360 PLATES MT20 Weight: 127 lb FT = 4% GRIP 197/144 LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W3: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 1-11-12, Right 2x6 SPF No.2 1-11-12 BRACING-TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=1547/0-5-8 (min. 0-2-7), 8=1547/0-5-8 (min. 0-2-7)Max Horz2=-80(LC 9)Max Uplift2=-81(LC 6), 8=-81(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-3=-698/32, 3-30=-2628/416, 4-30=-2506/425, 4-31=-1715/315, 31-32=-1610/338, 5-32=-1416/341, 5-33=-1416/341, 33-34=-1610/338, 6-34=-1715/316, 6-35=-2506/425, 7-35=-2627/416, 7-8=-698/32BOT CHORD 2-12=-308/2377, 11-12=-310/2374, 10-11=-310/2374, 8-10=-308/2377 WEBS 5-11=-325/1705, 6-11=-1480/340, 4-11=-1480/340 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp B; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left andright exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.332) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details asapplicable, or consult qualified building designer as per ANSI/TPI 1.3) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.14) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other liveloads.6) All plates are 1.5x3 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 2 and 81 lb uplift at joint 8.11) This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard