Loading...
A27A RT Profiles - Q - 3-5-15 revJob ROOF TRUSS OPTION 3-5-15 Truss M01 Truss Type Monopitch Qty 5 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:21 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-hlJDgqvfOQ1maHHjv_UrXqn7PvFwdHKvKZfrA6zddcW Scale: 1/2"=1' T1 W3 B1 W1 W2 1 2 3 5 4 6 1.5x3 4x4 1.5x3 3x4 -0-8-0 0-8-0 5-0-0 5-0-0 1-4-24-8-28.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.63 0.23 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.07 -0.00 0.00 (loc) 4-5 4-5 4 5 l/defl >999 >767 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 24 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=275/Mechanical, 5=371/0-5-8 Max Horz5=179(LC 7) Max Uplift4=-90(LC 7), 5=-54(LC 8) Max Grav4=310(LC 2), 5=380(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/81, 2-6=-114/70, 3-6=-84/114, 3-4=-263/86, 2-5=-333/157 BOT CHORD 4-5=-166/115 WEBS 2-4=-60/143 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 4 and 54 lb uplift at joint 5. 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 ROOF TRUSS OPTION 3-5-15 Truss M01GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:21 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-hlJDgqvfOQ1maHHjv_UrXqnDAvHhdG?vKZfrA6zddcW Scale: 1/2"=1' W1 T1 W2 B1 ST2 ST11 2 3 4 5 9 8 7 6 2x4 3x4 3x4 2x4 1.5x3 1.5x3 1.5x3 1.5x3 -0-8-0 0-8-0 5-0-0 5-0-0 1-4-24-8-28.00 12 Plate Offsets (X,Y)-- [9:0-2-0,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.20 0.12 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 24 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 9=147/5-0-0, 6=92/5-0-0, 7=257/5-0-0, 8=149/5-0-0 Max Horz9=179(LC 7) Max Uplift9=-140(LC 6), 6=-47(LC 7), 7=-49(LC 8), 8=-229(LC 7) Max Grav9=250(LC 7), 6=112(LC 2), 7=280(LC 2), 8=149(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-9=-210/88, 1-2=0/81, 2-3=-169/96, 3-4=-96/74, 4-5=-76/82, 5-6=-94/33 BOT CHORD 8-9=-38/107, 7-8=-38/107, 6-7=-38/107 WEBS 4-7=-238/92, 3-8=-127/188 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) 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 live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 lb uplift at joint 9, 47 lb uplift at joint 6, 49 lb uplift at joint 7 and 229 lb uplift at joint 8. 13) 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. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T01 Truss Type Common Qty 2 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:22 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-9xtbtAwH9k9dCRsvTi?442KCwJS_McS3YDOOiYzddcV Scale = 1:50.4 T2 T2 B1 W4 W3 W4 W3 W1 W2 W1 W2 T1 T1 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x4 4x6 3x4 3x6 3x4 4x4 3x4 4x4 3x8 5x6 5x6 3x8 8-9-13 8-9-13 16-8-3 7-10-6 25-6-0 8-9-13 -1-0-0 1-0-0 6-5-10 6-5-10 12-9-0 6-3-6 19-0-6 6-3-6 25-6-0 6-5-10 26-6-0 1-0-0 2-0-010-1-42-0-07.63 12 Plate Offsets (X,Y)-- [2:0-4-12,Edge], [8:0-4-12,Edge], [10:0-3-0,0-2-12], [14:0-3-0,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.97 0.82 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.34 0.06 0.03 (loc) 11-13 10-11 10 11-13 l/defl >999 >893 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 128 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W3: 2x4 SPF No.2 or 2x4 SPF Stud, W1: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS.(lb/size) 14=1819/0-5-8, 10=1819/0-5-8 Max Horz14=324(LC 7) Max Uplift14=-185(LC 8), 10=-185(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/119, 2-3=-391/278, 3-4=-1783/530, 4-15=-1692/535, 5-15=-1601/560, 5-16=-1601/560, 6-16=-1692/535, 6-7=-1783/530, 7-8=-391/278, 8-9=0/119, 2-14=-550/331, 8-10=-550/331 BOT CHORD 14-17=-182/1444, 17-18=-182/1444, 13-18=-182/1444, 13-19=-50/1125, 12-19=-50/1125, 12-20=-50/1125, 11-20=-50/1125, 11-21=-142/1444, 21-22=-142/1444, 10-22=-142/1444 WEBS 5-11=-195/707, 7-11=-342/289, 5-13=-195/707, 3-13=-342/289, 3-14=-1712/203, 7-10=-1712/203 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 14 and 185 lb uplift at joint 10. 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 ROOF TRUSS OPTION 3-5-15 Truss T01GE Truss Type Common Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:23 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-d7Rz5Vxvw1HUqbR51PWJcFtWWjxs57dCnt8xF_zddcU Scale = 1:49.5 W1 T2 T2 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 36 37 3x4 4x4 3x4 4x4 3x4 3x4 3x4 3x4 25-6-0 25-6-0 -1-0-0 1-0-0 12-9-0 12-9-0 25-6-0 12-9-0 26-6-0 1-0-0 2-0-010-1-42-0-07.63 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [20:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.40 0.20 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.02 0.01 (loc) 18-19 18-19 20 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 151 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST7,ST6,ST5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 10-28, 9-29, 11-27 REACTIONS.(lb/size) 35=189/25-6-0, 20=189/25-6-0, 28=229/25-6-0, 29=251/25-6-0, 30=239/25-6-0, 31=240/25-6-0, 32=239/25-6-0, 33=247/25-6-0, 34=108/25-6-0, 27=251/25-6-0, 25=239/25-6-0, 24=240/25-6-0, 23=239/25-6-0, 22=247/25-6-0, 21=108/25-6-0 Max Horz35=324(LC 7) Max Uplift35=-561(LC 6), 20=-512(LC 7), 29=-49(LC 8), 30=-66(LC 8), 31=-58(LC 8), 32=-62(LC 8), 33=-54(LC 8), 34=-518(LC 7), 27=-49(LC 9), 25=-66(LC 9), 24=-58(LC 9), 23=-62(LC 9), 22=-54(LC 9), 21=-476(LC 6) Max Grav35=539(LC 7), 20=490(LC 6), 28=278(LC 9), 29=356(LC 2), 30=310(LC 2), 31=241(LC 2), 32=239(LC 1), 33=248(LC 2), 34=502(LC 6), 27=356(LC 3), 25=310(LC 3), 24=241(LC 3), 23=239(LC 1), 22=248(LC 3), 21=460(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-35=-336/321, 1-2=0/111, 2-3=-253/285, 3-4=-114/170, 4-5=-67/201, 5-6=-49/274, 6-36=0/339, 7-36=0/345, 7-8=-46/418, 8-9=0/423, 9-10=-84/484, 10-11=-84/484, 11-12=0/423, 12-13=-71/418, 13-37=0/345, 14-37=-50/339, 14-15=-49/274, 15-16=-52/201, 16-17=-98/154, 17-18=-228/259, 18-19=0/111, 18-20=-336/294 BOT CHORD 34-35=-142/169, 33-34=-142/169, 32-33=-142/169, 31-32=-142/169, 30-31=-142/169, 29-30=-142/169, 28-29=-142/169, 27-28=-142/169, 26-27=-142/169, 25-26=-142/169, 24-25=-142/169, 23-24=-142/169, 22-23=-142/169, 21-22=-142/169, 20-21=-142/169 WEBS 10-28=-420/0, 9-29=-316/94, 7-30=-270/126, 6-31=-201/113, 5-32=-199/115, 4-33=-206/118, 3-34=-235/254, 11-27=-316/94, 13-25=-270/126, 14-24=-201/113, 15-23=-199/115, 16-22=-206/118, 17-21=-217/236 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) 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 live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561 lb uplift at joint 35, 512 lb uplift at joint 20, 49 lb uplift at joint 29, 66 lb uplift at joint 30, 58 lb uplift at joint 31, 62 lb uplift at joint 32, 54 lb uplift at joint 33, 518 lb uplift at joint 34, 49 lb uplift at joint 27, 66 lb uplift at joint 25, 58 lb uplift at joint 24, 62 lb uplift at joint 23, 54 lb uplift at joint 22 and 476 lb uplift at joint 21. 14) 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. 15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T01GR Truss Type COMMON GIRDER Qty 1 Ply 3 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:24 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-5K?MIrxXhLPKRl0Ib72Y9TPed75uqTRL0XtVnRzddcT Scale = 1:50.2 T1 T1 B1 W4 W3 W4 W3 W1 W1 W2 W2 B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3x4 4x6 3x4 5x6 10x12 4x6 10x12 4x6 6x8 6x8 Special 4-5-5 4-5-5 8-9-13 4-4-8 12-9-0 3-11-3 16-8-3 3-11-3 21-0-11 4-4-8 25-6-0 4-5-5 4-5-5 4-5-5 6-5-10 2-0-5 12-9-0 6-3-6 19-0-6 6-3-6 21-0-11 2-0-5 25-6-0 4-5-5 2-0-010-1-42-0-07.63 12 Plate Offsets (X,Y)-- [4:0-1-12,0-2-0], [6:0-5-8,0-3-4], [7:0-6-0,0-6-4], [9:0-6-0,0-6-0], [10:0-5-4,0-3-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 12.0 0.0 * 12.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 1-0-0 1.15 1.15 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.63 0.92 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.26 0.04 0.05 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 513 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 *Except* W3: 2x4 SPF No.2 or 2x4 SPF Stud, W1: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=8486/0-5-8, 6=8811/0-5-8 Max Horz10=-159(LC 11) Max Uplift10=-638(LC 7), 6=-663(LC 8) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1661/178, 2-11=-9139/733, 3-11=-9054/748, 3-12=-9072/750, 4-12=-9158/735, 4-5=-1705/181, 1-10=-1021/125, 5-6=-1045/127 BOT CHORD 10-13=-582/7183, 13-14=-582/7183, 14-15=-582/7183, 15-16=-582/7183, 16-17=-582/7183, 17-18=-582/7183, 9-18=-582/7183, 9-19=-419/5736, 19-20=-419/5736, 20-21=-419/5736, 21-22=-419/5736, 8-22=-419/5736, 8-23=-419/5736, 23-24=-419/5736, 7-24=-419/5736, 7-25=-509/7200, 25-26=-509/7200, 26-27=-509/7200, 27-28=-509/7200, 28-29=-509/7200, 29-30=-509/7200, 6-30=-509/7200 WEBS 3-7=-426/5124, 4-7=-133/1260, 3-9=-422/5083, 2-9=-133/1264, 2-10=-7926/574, 4-6=-7899/572 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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 have been 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 C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, with BCDL = 12.0psf. 9) Bearing at joint(s) 10, 6 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 638 lb uplift at joint 10 and 663 lb uplift at joint 6. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1290 lb down and 97 lb up at 2-0-0, 1290 lb down and 97 lb up at 4-0-0, 1281 lb down and 98 lb up at 6-0-0, 1301 lb down and 98 lb up at 8-0-0, 1301 lb down and 98 lb up at 10-0-0, 1281 lb down and 98 lb up at 12-0-0, 1281 lb down and 98 lb up at 14-0-0, 1301 lb down and 98 lb up at 16-0-0, 1301 lb down and 98 lb up at 18-0-0, 1281 lb down and 98 lb up at 20-0-0, and 1301 lb down and 98 lb up at 22-0-0, and 1301 lb down and 98 lb up at 24-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Special hanger(s) or other connection device(s) shall be provided at 13-0-0 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job ROOF TRUSS OPTION 3-5-15 Truss T01GR Truss Type COMMON GIRDER Qty 1 Ply 3 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:24 2015 Page 2 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-5K?MIrxXhLPKRl0Ib72Y9TPed75uqTRL0XtVnRzddcT LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-52, 3-5=-52, 10-15=-12, 15-17=-32, 17-20=-12, 20-23=-32, 23-26=-12, 26-28=-32, 6-28=-12 Concentrated Loads (lb) Vert: 13=-1290(F) 14=-1290(F) 16=-1281(F) 18=-1301(F) 19=-1301(F) 21=-1281(F) 22=-1281(F) 24=-1301(F) 25=-1301(F) 27=-1281(F) 29=-1301(F) 30=-1301(F) Job ROOF TRUSS OPTION 3-5-15 Truss T02 Truss Type Common Qty 3 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:25 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-aWZkVByASfXB3ubU8qZnigyp4XZWZzsVEBd2JtzddcS Scale = 1:50.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 15 16 4x4 8x8 4x4 4x4 3x4 3x4 5x6 5x6 10-3-0 10-3-0 20-6-0 10-3-0 -1-0-0 1-0-0 5-2-10 5-2-10 10-3-0 5-0-6 15-3-6 5-0-6 20-6-0 5-2-10 21-6-0 1-0-0 2-0-01-2-810-1-62-0-01-2-89.50 12 Plate Offsets (X,Y)-- [8:0-3-0,0-2-12], [9:0-4-0,0-4-8], [10:0-3-0,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.59 0.44 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.02 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 118 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W2: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-10, 5-8 REACTIONS.(lb/size) 10=1436/0-5-8, 8=1436/0-5-8 Max Horz10=-321(LC 6) Max Uplift10=-148(LC 8), 8=-148(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/137, 2-3=-354/266, 3-11=-1090/357, 4-11=-919/385, 4-12=-919/385, 5-12=-1090/357, 5-6=-354/266, 6-7=0/137, 2-10=-490/321, 6-8=-490/321 BOT CHORD 10-13=-184/864, 13-14=-184/864, 9-14=-184/864, 9-15=-30/864, 15-16=-30/864, 8-16=-30/864 WEBS 4-9=-282/666, 5-9=-286/269, 3-9=-286/269, 3-10=-1073/108, 5-8=-1073/108 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 10, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 10 and 148 lb uplift at joint 8. 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 ROOF TRUSS OPTION 3-5-15 Truss T02GE Truss Type Common Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:25 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-aWZkVByASfXB3ubU8qZnigytkXcCZ1DVEBd2JtzddcS Scale = 1:50.7 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 3x4 4x4 4x4 4x4 3x4 3x4 20-6-0 20-6-0 -1-0-0 1-0-0 10-3-0 10-3-0 20-6-0 10-3-0 21-6-0 1-0-0 2-0-010-1-62-0-09.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [12:0-2-0,0-1-12], [14:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.35 0.21 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.03 0.01 (loc) 13 13 14 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 122 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST5,ST4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-20, 6-21, 8-19 REACTIONS.(lb/size) 25=249/20-6-0, 14=249/20-6-0, 20=225/20-6-0, 21=252/20-6-0, 22=237/20-6-0, 23=242/20-6-0, 24=235/20-6-0, 19=252/20-6-0, 18=237/20-6-0, 16=242/20-6-0, 15=235/20-6-0 Max Horz25=324(LC 7) Max Uplift25=-261(LC 6), 14=-248(LC 7), 21=-62(LC 8), 22=-88(LC 8), 23=-51(LC 9), 24=-264(LC 7), 19=-62(LC 9), 18=-88(LC 9), 16=-50(LC 8), 15=-254(LC 6) Max Grav25=262(LC 12), 14=262(LC 12), 20=355(LC 9), 21=353(LC 2), 22=264(LC 2), 23=242(LC 1), 24=249(LC 6), 19=353(LC 3), 18=264(LC 3), 16=242(LC 1), 15=239(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-25=-247/207, 1-2=0/128, 2-3=-172/236, 3-4=-60/247, 4-5=-59/343, 5-26=-74/436, 6-26=0/447, 6-7=-100/529, 7-8=-100/529, 8-27=0/447, 9-27=-74/436, 9-10=-59/343, 10-11=-60/247, 11-12=-161/225, 12-13=0/128, 12-14=-247/207 BOT CHORD 24-25=-144/172, 23-24=-144/172, 22-23=-144/172, 21-22=-144/172, 20-21=-144/172, 19-20=-144/172, 18-19=-144/172, 17-18=-144/172, 16-17=-144/172, 15-16=-144/172, 14-15=-144/172 WEBS 7-20=-556/0, 6-21=-313/112, 5-22=-224/148, 4-23=-203/135, 3-24=-190/183, 8-19=-313/112, 9-18=-224/148, 10-16=-203/135, 11-15=-190/178 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) 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 live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 25, 248 lb uplift at joint 14, 62 lb uplift at joint 21, 88 lb uplift at joint 22, 51 lb uplift at joint 23, 264 lb uplift at joint 24, 62 lb uplift at joint 19, 88 lb uplift at joint 18, 50 lb uplift at joint 16 and 254 lb uplift at joint 15. 14) 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. 15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T02GR Truss Type Flat Girder Qty 1 Ply 2 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:26 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-2i76jXzoDyg2h2AgiX40EuU3EwxhIR8eTrMcrJzddcR Scale = 1:11.7 W1 T1 W1 B1 W2 W2 1 2 5 4 3 6 7 3x6 8x8 3x6 3x6 3x6 HUS26 HUS26 2-4-8 2-4-8 4-9-0 2-4-8 4-9-0 4-9-0 2-0-02-0-0Plate Offsets (X,Y)-- [4:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.31 0.32 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4 3-4 3 4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 47 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x6 SPF No.2 *Except* W2: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=1572/0-4-8, 3=1510/0-4-8 Max Horz5=-62(LC 5) Max Uplift5=-149(LC 5), 3=-144(LC 6) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-1073/120, 1-2=-1135/91, 2-3=-1073/120 BOT CHORD 5-6=-43/49, 4-6=-43/49, 4-7=-13/21, 3-7=-13/21 WEBS 1-4=-108/1424, 2-4=-108/1424 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 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 have been 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 C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) 5, 3 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 149 lb uplift at joint 5 and 144 lb uplift at joint 3. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-3-14 from the left end to 3-3-14 to connect truss(es) T05 (1 ply 2x6 SPF) to front face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 3-5=-20 Concentrated Loads (lb) Vert: 6=-1283(F) 7=-1283(F) Job ROOF TRUSS OPTION 3-5-15 Truss T03 Truss Type Common Qty 5 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:27 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-WvhUwt_Q_GovICltGFbFn519TKFy1tNoiU69OmzddcQ Scale = 1:50.7 T1 T2 B1 W4 W3W3 W1 W1 W2 W2 B1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 4x4 3x4 8x8 4x4 4x4 3x4 5x6 5x6 20-6-0 20-6-0 -1-0-0 1-0-0 5-2-10 5-2-10 10-3-0 5-0-6 15-3-6 5-0-6 20-6-0 5-2-10 2-0-01-2-810-1-62-0-09.50 12 Plate Offsets (X,Y)-- [7:0-3-0,0-2-12], [8:0-4-0,0-4-8], [9:0-3-0,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.59 0.45 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.02 (loc) 8-9 8-9 7 8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 117 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W2: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 5-7 REACTIONS.(lb/size) 9=1440/0-5-8, 7=1309/0-5-8 Max Horz9=343(LC 7) Max Uplift9=-147(LC 8), 7=-94(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/137, 2-3=-354/265, 3-10=-1095/354, 4-10=-923/382, 4-11=-923/384, 5-11=-1097/355, 5-6=-330/191, 2-9=-490/321, 6-7=-338/188 BOT CHORD 9-12=-205/867, 12-13=-205/867, 8-13=-205/867, 8-14=-98/878, 14-15=-98/878, 7-15=-98/878 WEBS 4-8=-281/677, 5-8=-301/268, 3-8=-277/270, 3-9=-1078/105, 5-7=-1106/183 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 9, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 9 and 94 lb uplift at joint 7. 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 ROOF TRUSS OPTION 3-5-15 Truss T03GR Truss Type Roof Special Girder Qty 1 Ply 3 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:28 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-_5Es8D_2lawmwMK3qy6UJJaLckSwmF9xx8riwCzddcP Scale = 1:25.1 W1 T1 T2 T2 T1 W1 B1 W2 W3 W4 W5 W4 W3 W2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 5x8 3x4 4x10 4x6 4x10 3x4 5x8 2x4 10x12 2x4 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 2-6-5 2-6-5 6-6-0 3-11-11 10-5-11 3-11-11 13-0-0 2-6-5 2-6-5 2-6-5 6-6-0 3-11-11 10-5-11 3-11-11 13-0-0 2-6-5 1-5-04-6-121-5-09.50 12 Plate Offsets (X,Y)-- [2:0-4-12,0-2-4], [4:0-4-12,0-2-4], [6:Edge,0-3-0], [7:0-2-4,0-1-0], [8:0-6-0,0-6-4], [9:0-2-4,0-1-0], [10:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.57 0.97 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.21 0.04 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >725 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 235 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W1: 2x6 SPF No.2, W5: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 10=6476/0-5-8, 6=7339/0-5-8 Max Horz10=-140(LC 19) Max Uplift10=-538(LC 7), 6=-605(LC 8) Max Grav10=6652(LC 18), 6=7516(LC 18) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-380/59, 1-11=-1598/140, 2-11=-1599/139, 2-12=-8416/661, 12-13=-8416/668, 3-13=-8262/683, 3-14=-8262/683, 14-15=-8415/668, 4-15=-8416/661, 4-16=-1701/147, 5-16=-1701/147, 5-6=-382/59 BOT CHORD 10-17=-949/11639, 9-17=-949/11639, 9-18=-944/11649, 18-19=-944/11649, 8-19=-944/11649, 8-20=-918/11820, 20-21=-918/11820, 7-21=-918/11820, 7-22=-923/11800, 6-22=-923/11800 WEBS 2-10=-10863/859, 2-9=-18/343, 2-8=-5274/484, 3-8=-729/9381, 4-8=-5450/500, 4-7=-15/412, 4-6=-10926/866 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 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 have been 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 C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 5) Unbalanced snow loads have been considered for this design. 6) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 538 lb uplift at joint 10 and 605 lb uplift at joint 6. 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. 14) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-11-0 from the left end to 11-11-0 to connect truss(es) T08 (1 ply 2x4 SPF), T09 (1 ply 2x4 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Snow (balanced) + Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-4=-100, 4-5=-100, 6-10=-20 Continued on page 2 Job ROOF TRUSS OPTION 3-5-15 Truss T03GR Truss Type Roof Special Girder Qty 1 Ply 3 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:28 2015 Page 2 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-_5Es8D_2lawmwMK3qy6UJJaLckSwmF9xx8riwCzddcP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=-2042(F) 18=-2042(F) 19=-2042(F) 20=-2042(F) 21=-2042(F) 22=-2099(F) Job ROOF TRUSS OPTION 3-5-15 Truss T04 Truss Type Common Qty 11 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:28 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-_5Es8D_2lawmwMK3qy6UJJaLakbBmKexx8riwCzddcP Scale = 1:50.7 T1 T1 B1 W4 W3W3 W1 W1 W2 W2 B1 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 8x8 4x4 4x4 4x10 5x6 20-6-0 20-6-0 5-2-10 5-2-10 10-3-0 5-0-6 15-3-6 5-0-6 20-6-0 5-2-10 2-0-010-1-62-0-09.50 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-12], [7:0-4-0,0-4-8], [8:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.57 0.45 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.15 0.02 0.02 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 116 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W2: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-8, 4-6 REACTIONS.(lb/size) 8=1313/Mechanical, 6=1313/0-5-8 Max Horz8=322(LC 7) Max Uplift8=-93(LC 8), 6=-93(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-330/191, 2-9=-1102/352, 3-9=-928/381, 3-10=-928/381, 4-10=-1102/352, 4-5=-330/191, 1-8=-338/188, 5-6=-338/188 BOT CHORD 8-11=-203/881, 11-12=-203/881, 7-12=-203/881, 7-13=-96/881, 13-14=-96/881, 6-14=-96/881 WEBS 3-7=-281/688, 4-7=-292/269, 2-7=-292/269, 2-8=-1111/180, 4-6=-1111/180 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 6 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 93 lb uplift at joint 8 and 93 lb uplift at joint 6. 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 ROOF TRUSS OPTION 3-5-15 Truss T04GE Truss Type Common Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:29 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-SHoFLZ?gWt2dYWvFNgdjsW6ZO8_rVre59obGSezddcO Scale = 1:50.7 W1 T1 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 3x4 3x4 4x4 3x4 3x4 3x4 20-6-0 20-6-0 10-3-0 10-3-0 20-6-0 10-3-0 2-0-010-1-62-0-09.50 12 Plate Offsets (X,Y)-- [12:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.38 0.23 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 119 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST5,ST4: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 5-19, 7-17 REACTIONS.(lb/size) 23=121/20-6-0, 12=121/20-6-0, 18=205/20-6-0, 19=251/20-6-0, 20=238/20-6-0, 21=235/20-6-0, 22=265/20-6-0, 17=251/20-6-0, 16=238/20-6-0, 14=235/20-6-0, 13=265/20-6-0 Max Horz23=-325(LC 6) Max Uplift23=-232(LC 6), 12=-220(LC 7), 19=-63(LC 8), 20=-87(LC 8), 21=-49(LC 8), 22=-268(LC 7), 17=-63(LC 9), 16=-87(LC 9), 14=-50(LC 9), 13=-260(LC 6) Max Grav23=237(LC 7), 12=226(LC 6), 18=322(LC 9), 19=341(LC 2), 20=254(LC 2), 21=235(LC 1), 22=268(LC 2), 17=341(LC 3), 16=254(LC 3), 14=235(LC 1), 13=268(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-140/158, 1-2=-186/209, 2-3=-78/195, 3-4=-76/287, 4-24=-80/380, 5-24=0/391, 5-6=-109/475, 6-7=-109/475, 7-25=0/391, 8-25=-80/380, 8-9=-76/287, 9-10=-78/195, 10-11=-176/200, 11-12=-132/150 BOT CHORD 22-23=-152/167, 21-22=-152/167, 20-21=-152/167, 19-20=-152/167, 18-19=-152/167, 17-18=-152/167, 16-17=-152/167, 15-16=-152/167, 14-15=-152/167, 13-14=-152/167, 12-13=-152/167 WEBS 6-18=-491/0, 5-19=-301/115, 4-20=-214/148, 3-21=-196/129, 2-22=-224/177, 7-17=-301/115, 8-16=-214/148, 9-14=-196/129, 10-13=-224/173 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 23, 220 lb uplift at joint 12, 63 lb uplift at joint 19, 87 lb uplift at joint 20, 49 lb uplift at joint 21, 268 lb uplift at joint 22, 63 lb uplift at joint 17, 87 lb uplift at joint 16, 50 lb uplift at joint 14 and 260 lb uplift at joint 13. 13) 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. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T05 Truss Type Common Qty 2 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:30 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-wTMdZv0IHBAU9gTRxN8yPjfh6YGcEFZEOSKp_5zddcN Scale = 1:50.5 T1 T2 B1 W4 W3 W1 W6 W5 W3 W2 B2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 3x4 4x4 3x4 8x8 4x4 4x4 4x4 4x10 20-3-0 20-3-0 5-2-10 5-2-10 10-3-0 5-0-6 15-3-6 5-0-6 20-3-0 4-11-10 2-0-010-1-62-2-69.50 12 Plate Offsets (X,Y)-- [6:0-1-8,0-2-0], [7:0-4-0,0-4-8], [8:0-4-8,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.57 0.45 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.16 0.02 0.02 (loc) 6-7 6-7 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 114 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2, W6,W5,W2: 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-6, 2-8 REACTIONS.(lb/size) 6=1303/Mechanical, 8=1302/Mechanical Max Horz8=243(LC 7) Max Uplift6=-91(LC 9), 8=-92(LC 8) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-328/145, 2-9=-1089/339, 3-9=-914/367, 3-10=-914/367, 4-10=-1088/338, 4-5=-253/133, 1-8=-337/159, 5-6=-282/147 BOT CHORD 8-11=-167/872, 11-12=-167/872, 7-12=-167/872, 7-13=-160/849, 13-14=-160/849, 6-14=-160/849 WEBS 3-7=-263/671, 4-7=-261/255, 4-6=-1166/224, 2-7=-293/262, 2-8=-1099/212 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 6 and 92 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 ROOF TRUSS OPTION 3-5-15 Truss T06 Truss Type Roof Special Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:32 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-ssUNza2ZooQCPzdq3oBQU8k_PLpWi2TXrmpw3zzddcL Scale = 1:56.2 T2 T3 B1 W1 W2 W3 W4 W5 HW1 W9 W8 W6 W7 T1 T4 B2B1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 4x6 5x6 5x6 6x8 4x6 4x6 3x10 MT20H 3x4 2x4 3x4 3x4 3x6 4x6 5x6 3x8 3x4 3x4 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-3-8 6-5-0 28-9-8 0-6-0 35-0-0 6-2-8 -1-0-0 1-0-0 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-3-8 6-5-0 28-9-8 0-6-0 35-0-0 6-2-8 1-0-010-1-61-4-65.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [7:0-3-0,0-2-12], [9:0-1-12,0-1-8], [10:0-2-8,0-1-12], [12:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.71 1.00 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.43 0.17 0.14 (loc) 14-15 14-15 11 15-17 l/defl >999 >972 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H Weight: 185 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1,W3,W8,W7: 2x4 SPF No.2 or 2x4 SPF Stud, W9: 2x6 SPF No.2 SLIDER Left 2x6 SPF No.2 4-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 9-14 REACTIONS.(lb/size) 2=2252/0-5-8, 11=2140/0-5-8 Max Horz2=329(LC 7) Max Uplift2=-267(LC 8), 11=-162(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/0, 2-3=-3982/1061, 3-4=-3831/1085, 4-5=-3189/930, 5-6=-3049/945, 6-18=-2176/711, 7-18=-2023/736, 7-8=-2224/781, 8-19=-2390/747, 9-19=-2425/743, 9-10=-2767/745, 10-11=-2078/578 BOT CHORD 2-17=-933/3436, 16-17=-933/3436, 15-16=-933/3436, 15-20=-658/2865, 14-20=-658/2865, 13-14=-478/2177, 12-13=-478/2177, 11-12=-51/236 WEBS 4-17=0/306, 4-15=-643/309, 6-15=-73/543, 6-14=-1480/516, 7-14=-429/1363, 10-12=-434/1974, 9-14=-636/245, 9-12=-238/151 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 2 and 162 lb uplift at joint 11. 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 ROOF TRUSS OPTION 3-5-15 Truss T06GE Truss Type Roof Special Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:33 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-L22lBw2BZ6Y307C0cWif0MHGFlN8Rd_g4QZTbPzddcK Scale = 1:57.0 W1 T2 T3 W2 B1 ST11 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST12 ST13 ST14 ST15 ST16 ST17 T1 B2B1 T4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1617 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 3x10 MT20H 4x4 5x6 8x8 5x6 5x6 35-0-0 35-0-0 -1-0-0 1-0-0 21-10-8 21-10-8 35-0-0 13-1-8 1-0-010-1-61-4-65.00 12 8.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-4-8], [13:0-2-6,0-3-4], [28:0-3-0,0-3-0], [34:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.26 0.08 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 1 1 22 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 MT20H Weight: 212 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud *Except* ST11,ST10,ST9,ST12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-29, 12-30, 14-28 REACTIONS.(lb/size) 40=249/35-0-0, 22=39/35-0-0, 29=211/35-0-0, 30=237/35-0-0, 31=235/35-0-0, 32=241/35-0-0, 33=230/35-0-0, 34=218/35-0-0, 35=235/35-0-0, 36=232/35-0-0, 37=231/35-0-0, 38=242/35-0-0, 39=179/35-0-0, 28=244/35-0-0, 27=228/35-0-0, 26=234/35-0-0, 25=231/35-0-0, 24=240/35-0-0, 23=188/35-0-0 Max Horz40=330(LC 7) Max Uplift40=-54(LC 9), 22=-100(LC 7), 30=-28(LC 7), 31=-52(LC 8), 32=-43(LC 8), 33=-44(LC 8), 34=-38(LC 8), 35=-40(LC 8), 36=-42(LC 8), 37=-44(LC 8), 38=-32(LC 8), 39=-162(LC 7), 28=-31(LC 9), 27=-73(LC 9), 26=-60(LC 9), 25=-61(LC 9), 24=-58(LC 9), 23=-126(LC 9) Max Grav40=302(LC 12), 22=97(LC 9), 29=215(LC 3), 30=309(LC 2), 31=306(LC 2), 32=262(LC 2), 33=230(LC 1), 34=218(LC 1), 35=236(LC 2), 36=232(LC 1), 37=231(LC 2), 38=242(LC 1), 39=180(LC 2), 28=377(LC 3), 27=359(LC 3), 26=299(LC 3), 25=231(LC 1), 24=240(LC 1), 23=188(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-40=-283/76, 1-2=0/77, 2-3=-269/75, 3-4=-212/88, 4-5=-189/109, 5-6=-162/129, 6-7=-134/148, 7-8=-108/168, 8-9=-83/203, 9-10=-57/250, 10-41=-51/294, 11-41=-22/301, 11-12=-59/356, 12-13=-61/386, 13-14=-114/417, 14-15=-99/364, 15-16=-10/282, 16-17=-97/272, 17-18=-61/207, 18-19=-64/133, 19-20=-61/66, 20-21=-74/86, 21-22=-59/68 BOT CHORD 39-40=-72/73, 38-39=-72/73, 37-38=-72/73, 36-37=-72/73, 35-36=-72/73, 34-35=-72/73, 33-34=-71/74, 32-33=-70/75, 31-32=-70/75, 30-31=-70/75, 29-30=-70/75, 28-29=-70/75, 27-28=-70/75, 26-27=-70/75, 25-26=-70/75, 24-25=-70/75, 23-24=-70/75, 22-23=-70/75 WEBS 13-29=-243/0, 12-30=-271/56, 11-31=-267/126, 10-32=-223/112, 9-33=-194/109, 8-34=-180/101, 7-35=-195/108, 6-36=-194/109, 5-37=-193/109, 4-38=-202/107, 3-39=-146/133, 14-28=-339/71, 15-27=-323/131, 17-26=-260/116, 18-25=-193/114, 19-24=-200/119, 20-23=-157/118 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) 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 live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are MT20 plates unless otherwise indicated. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) Gable requires continuous bottom chord bearing. 10) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 11) Gable studs spaced at 2-0-0 oc. 12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) * 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. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 40, 100 lb uplift at joint 22, 28 lb uplift at joint 30, 52 lb uplift at joint 31, 43 lb uplift at joint 32, 44 lb uplift at joint 33, 38 lb uplift at joint 34, 40 lb uplift at joint 35, 42 lb uplift at joint 36, 44 lb uplift at joint 37, 32 lb uplift at joint 38, 162 lb uplift at joint 39, 31 lb uplift at joint 28, 73 lb uplift at joint 27, 60 lb uplift at joint 26, 61 lb uplift at joint 25, 58 lb uplift at joint 24 and 126 lb uplift at joint 23. 15) 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. 16) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T07 Truss Type Roof Special Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:34 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-pFc7OG3pKPgweHnDADDuZZqMz9WQAxgqJ4I18szddcJ Scale = 1:58.8 T2 T3 B1 B3 B4 B5 B6 W1 W2 W3 W5 W4 W6 W7 W8 W9 HW1 W11W10 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 4x6 4x6 6x8 4x6 4x6 3x4 3x4 2x4 6x12 3x10 MT20H 5x12 3x4 3x4 2x4 6x8 3x4 5x6 3x4 3x4 4x4 5x12 MT18HS 7-4-3 7-4-3 14-4-13 7-0-11 21-5-8 7-0-11 27-2-8 5-9-0 32-6-8 5-4-0 35-0-0 2-5-8 -1-0-0 1-0-0 7-4-3 7-4-3 14-4-13 7-0-11 21-5-8 7-0-11 21-10-8 0-5-0 27-2-8 5-4-0 32-6-8 5-4-0 35-0-0 2-5-8 1-0-010-1-61-4-61-0-05.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [8:0-3-6,0-3-0], [10:0-1-12,0-1-8], [11:0-2-2,0-2-8], [13:Edge,0-2-12], [15:0-3-12,0-1-8], [17:0-6-4,0-2-8], [20:0-2-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.58 0.90 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.41 0.26 0.15 (loc) 20-21 20-21 13 20-21 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H MT18HS Weight: 207 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B5: 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W2,W5,W4,W6,W7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-11-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-17 WEBS 1 Row at midpt 6-17 REACTIONS.(lb/size) 2=2193/0-5-8, 13=2090/0-5-8 Max Horz2=328(LC 7) Max Uplift2=-267(LC 8), 13=-163(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/0, 2-3=-3857/1065, 3-4=-3708/1089, 4-5=-3077/940, 5-6=-2860/955, 6-22=-2371/769, 7-22=-2213/793, 7-8=-2061/811, 8-9=-2226/835, 9-10=-2493/809, 10-23=-2852/876, 11-23=-3133/860, 11-12=-394/142, 12-13=-457/145 BOT CHORD 2-21=-937/3323, 20-21=-937/3323, 19-20=-14/115, 18-19=-14/115, 17-18=0/126, 7-17=-153/375, 16-17=-523/2490, 15-16=-736/2916, 14-15=-1/32, 11-15=0/124, 13-14=-370/1513 WEBS 4-21=0/295, 4-20=-628/297, 6-20=-13/249, 17-20=-666/2679, 6-17=-1018/425, 8-17=-536/1514, 10-17=-947/286, 10-16=0/315, 11-16=-438/219, 11-13=-2083/544 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 lb uplift at joint 2 and 163 lb uplift at joint 13. 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 ROOF TRUSS OPTION 3-5-15 Truss T08 Truss Type Roof Special Qty 5 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:35 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-HR9Wcc4R5jonGRMPkwk76nMY2ZtrvQZzYk2agIzddcI Scale = 1:56.2 T2 T3 B1 B3 B4 B5 B6 W1 W2 W3 W5 W4 W6 W7 W8 W9 HW1 W11W10 T1 B2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 4x6 6x8 4x6 4x6 2x4 6x12 3x10 MT20H 5x12 2x4 6x8 5x6 5x12 MT18HS 7-4-3 7-4-3 14-4-13 7-0-11 21-5-8 7-0-11 27-2-8 5-9-0 32-6-8 5-4-0 34-6-8 2-0-0 -1-0-0 1-0-0 7-4-3 7-4-3 14-4-13 7-0-11 21-5-8 7-0-11 21-10-8 0-5-0 27-2-8 5-4-0 32-6-8 5-4-0 34-6-8 2-0-0 1-0-010-1-61-8-01-0-05.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [8:0-3-2,0-3-0], [9:0-1-12,0-1-8], [10:0-2-2,0-2-8], [12:Edge,0-3-0], [14:0-3-12,0-1-8], [16:0-6-4,0-2-8], [19:0-2-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.56 0.89 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.20 -0.39 0.23 0.14 (loc) 19-20 19-20 12 19-20 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H MT18HS Weight: 206 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B5: 2x8 SP No.1 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W2,W5,W4,W6,W7: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-11-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 7-16 WEBS 1 Row at midpt 6-16 REACTIONS.(lb/size) 2=2165/0-5-8, 12=2062/Mechanical Max Horz2=334(LC 7) Max Uplift2=-265(LC 8), 12=-158(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/0, 2-3=-3795/1049, 3-4=-3649/1073, 4-5=-3012/923, 5-6=-2795/937, 6-21=-2297/749, 7-21=-2139/773, 7-8=-1995/794, 8-9=-2414/814, 9-22=-2679/830, 10-22=-2960/814, 10-11=-310/120, 11-12=-420/126 BOT CHORD 2-20=-925/3270, 19-20=-925/3270, 18-19=-13/112, 17-18=-13/112, 16-17=0/126, 7-16=-165/353, 15-16=-485/2340, 14-15=-575/2307, 13-14=-2/24, 10-14=0/118, 12-13=-274/1142 WEBS 4-20=0/295, 4-19=-636/299, 6-19=-1/255, 16-19=-653/2621, 6-16=-1022/427, 8-16=-522/1463, 9-16=-840/256, 9-15=0/257, 10-15=-66/165, 10-12=-1921/510 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 3x4 MT20 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) Provide metal plate or equivalent at bearing(s) 12 to support reaction shown. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 2 and 158 lb uplift at joint 12. 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. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T09 Truss Type Roof Special Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:35 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-HR9Wcc4R5jonGRMPkwk76nMWnZrOvP7zYk2agIzddcI Scale = 1:56.1 T2 T3 B1 W1 W2 W3 W4 W5 HW1 W9 W8 W6 W7 T1 B2B1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 4x6 5x6 4x6 6x8 4x6 4x6 3x10 MT20H 3x4 2x4 3x4 3x4 3x10 MT20H5x6 3x8 3x4 3x4 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-0-12 6-2-4 28-9-8 0-8-12 34-6-8 5-9-0 -1-0-0 1-0-0 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-0-12 6-2-4 28-9-8 0-8-12 34-6-8 5-9-0 1-0-010-1-61-8-05.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-6-1,Edge], [7:0-3-0,0-2-12], [8:0-1-12,0-1-8], [9:Edge,0-1-12], [11:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.70 0.99 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.42 0.16 0.14 (loc) 13-14 13-14 10 14-16 l/defl >999 >991 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H Weight: 183 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud *Except* W2,W4,W5,W6: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 4-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 8-13 REACTIONS.(lb/size) 2=2229/0-5-8, 10=2119/Mechanical Max Horz2=334(LC 7) Max Uplift2=-265(LC 8), 10=-158(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/0, 2-3=-3930/1048, 3-4=-3781/1072, 4-5=-3135/915, 5-6=-2995/930, 6-17=-2120/696, 7-17=-1967/721, 7-18=-2328/765, 8-18=-2364/726, 8-9=-2589/705, 9-10=-2062/571 BOT CHORD 2-16=-923/3391, 15-16=-923/3391, 14-15=-923/3391, 14-19=-647/2815, 13-19=-647/2815, 12-13=-445/2046, 11-12=-445/2046, 10-11=-5/114 WEBS 4-16=0/306, 4-14=-649/311, 6-14=-74/546, 6-13=-1478/516, 7-13=-414/1307, 9-11=-453/1987, 8-13=-542/219, 8-11=-348/177 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 9) Provide metal plate or equivalent at bearing(s) 10 to support reaction shown. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 2 and 158 lb uplift at joint 10. 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 ROOF TRUSS OPTION 3-5-15 Truss T10 Truss Type Roof Special Qty 3 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:37 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-DqHG1I5hdK2UVkWorLmbBCSrvMW4NKsG?2XhkBzddcG Scale = 1:57.8 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 HW1 T1 T4 B3B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 4x6 5x6 5x6 6x8 4x6 4x6 3x10 MT20H 4x4 2x4 3x4 4x4 3x8 4x4 2x4 5x6 3x6 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-9-8 6-11-0 36-0-0 7-2-8 -1-0-0 1-0-0 7-5-13 7-5-13 14-8-2 7-2-5 21-10-8 7-2-5 28-9-8 6-11-0 36-0-0 7-2-8 1-0-010-1-60-8-65.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-5-13,0-0-2], [7:0-3-0,0-2-12], [9:0-1-12,0-2-0], [10:0-0-0,0-1-6] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.66 0.97 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.44 0.19 0.15 (loc) 13-14 13-14 10 14-16 l/defl >999 >979 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20H Weight: 180 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1,W3,W7: 2x4 SPF No.2 or 2x4 SPF Stud SLIDER Left 2x6 SPF No.2 4-0-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-13, 9-13 REACTIONS.(lb/size) 2=2313/0-5-8, 10=2199/0-5-8 Max Horz2=311(LC 7) Max Uplift2=-271(LC 8), 10=-172(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/0, 2-3=-4121/1096, 3-4=-3965/1120, 4-5=-3335/967, 5-6=-3195/983, 6-17=-2325/750, 7-17=-2171/775, 7-8=-2385/829, 8-18=-2561/794, 9-18=-2596/790, 9-10=-3286/860 BOT CHORD 2-16=-956/3556, 15-16=-956/3556, 14-15=-956/3556, 14-19=-686/3001, 13-19=-686/3001, 12-13=-575/2556, 11-12=-575/2556, 10-11=-575/2556 WEBS 4-16=0/305, 4-14=-625/305, 6-14=-71/537, 6-13=-1493/516, 7-13=-480/1532, 9-13=-919/332, 9-11=0/300 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 271 lb uplift at joint 2 and 172 lb uplift at joint 10. 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 ROOF TRUSS OPTION 3-5-15 Truss T11 Truss Type Common Qty 3 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:38 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-h0reEe6JOeAL7u5_P3IqjP__Gm2V6lKPEiGEHdzddcF Scale = 1:39.5 T1 T2 B1 W5 W4 W3W4W3 W1 W2 W1W2 B2 1 2 3 4 5 6 12 11 10 9 8 7 13 4x6 2x4 3x4 3x8 3x4 4x4 3x4 4x4 4x6 2x4 4x4 6-1-12 6-1-12 12-0-0 5-10-4 12-0-4 0-0-4 17-10-4 5-10-0 24-0-0 6-1-12 -0-8-0 0-8-0 6-1-12 6-1-12 12-0-0 5-10-4 17-10-4 5-10-4 24-0-0 6-1-12 1-2-25-8-21-2-24.50 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [4:0-3-0,0-2-4], [6:0-1-4,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.81 0.26 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.08 0.01 0.01 (loc) 7-8 7-8 7 8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 99 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=594/0-5-8, 10=1823/0-5-8, 7=510/0-5-8 Max Horz12=75(LC 8) Max Uplift12=-105(LC 8), 10=-157(LC 7), 7=-72(LC 9) Max Grav12=669(LC 2), 10=1823(LC 1), 7=589(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51, 2-3=-696/173, 3-13=-41/318, 4-13=-40/523, 4-5=-41/522, 5-6=-711/174, 2-12=-611/245, 6-7=-530/179 BOT CHORD 11-12=-101/247, 10-11=-72/565, 9-10=-57/585, 8-9=-57/585, 7-8=-45/184 WEBS 4-10=-819/258, 5-10=-1051/365, 5-8=0/237, 3-10=-1017/359, 3-11=0/239, 2-11=-40/345, 6-8=-12/420 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; 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 live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 12, 157 lb uplift at joint 10 and 72 lb uplift at joint 7. 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 ROOF TRUSS OPTION 3-5-15 Truss T11GE Truss Type Common Supported Gable Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:39 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-9CP0R_7y9yICk2fAzmp3GdXKyARBrONZTM0op3zddcE Scale = 1:39.4 W1 T1 T1 W1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 4x4 5x6 24-0-0 24-0-0 -0-8-0 0-8-0 12-0-0 12-0-0 24-0-0 12-0-0 24-8-0 0-8-0 1-2-25-8-21-2-24.50 12 Plate Offsets (X,Y)-- [20:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.11 0.03 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 0.00 (loc) 15 15 16 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 99 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 28=193/24-0-0, 16=193/24-0-0, 22=219/24-0-0, 23=251/24-0-0, 24=238/24-0-0, 25=240/24-0-0, 26=242/24-0-0, 27=230/24-0-0, 21=251/24-0-0, 20=238/24-0-0, 19=240/24-0-0, 18=242/24-0-0, 17=230/24-0-0 Max Horz28=70(LC 8) Max Uplift28=-41(LC 9), 16=-38(LC 7), 23=-42(LC 8), 24=-41(LC 8), 25=-43(LC 8), 26=-34(LC 6), 27=-71(LC 8), 21=-41(LC 9), 20=-41(LC 9), 19=-42(LC 9), 18=-35(LC 9), 17=-65(LC 9) Max Grav28=193(LC 2), 16=193(LC 3), 22=219(LC 1), 23=326(LC 2), 24=307(LC 2), 25=274(LC 2), 26=242(LC 1), 27=230(LC 2), 21=326(LC 3), 20=307(LC 3), 19=274(LC 3), 18=242(LC 1), 17=230(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 2-28=-177/118, 1-2=0/51, 2-3=-37/58, 3-4=-38/84, 4-5=-39/129, 5-6=-49/174, 6-7=-50/220, 7-8=-56/265, 8-9=-56/265, 9-10=-50/220, 10-11=-49/174, 11-12=-39/129, 12-13=-38/84, 13-14=-37/49, 14-15=0/51, 14-16=-177/118 BOT CHORD 27-28=-22/58, 26-27=-22/58, 25-26=-22/58, 24-25=-22/58, 23-24=-22/58, 22-23=-22/58, 21-22=-22/58, 20-21=-22/58, 19-20=-22/58, 18-19=-22/58, 17-18=-22/58, 16-17=-22/58 WEBS 8-22=-179/0, 7-23=-286/107, 6-24=-267/110, 5-25=-234/108, 4-26=-203/109, 3-27=-190/107, 9-21=-286/107, 10-20=-267/110, 11-19=-234/108, 12-18=-203/109, 13-17=-190/107 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) 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 live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 41 lb uplift at joint 28, 38 lb uplift at joint 16, 42 lb uplift at joint 23, 41 lb uplift at joint 24, 43 lb uplift at joint 25, 34 lb uplift at joint 26, 71 lb uplift at joint 27, 41 lb uplift at joint 21, 41 lb uplift at joint 20, 42 lb uplift at joint 19, 35 lb uplift at joint 18 and 65 lb uplift at joint 17. 14) 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. 15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss T13 Truss Type Roof Special Qty 3 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:40 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-dPzPfJ8awFQ3MCEMXUKIpq4S3ahFam2ih0lLLVzddcD Scale = 1:33.7 W1 T1 T1 W1 B1 B2 B1 W4 W3 W2 W4 W3 W21 2 3 4 5 9 8 7 6 10 11 2x4 4x6 4x4 4x6 2x4 4x10 4x10 2x4 2x4 2-11-13 2-11-13 10-0-3 7-0-6 13-0-0 2-11-13 2-11-13 2-11-13 6-6-0 3-6-3 10-0-3 3-6-3 13-0-0 2-11-13 1-5-06-6-121-5-02-0-09.50 12 9.50 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-0], [3:0-2-0,0-1-8], [5:0-2-4,0-2-0], [7:0-6-0,0-2-4], [8:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.28 0.43 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.29 0.16 0.04 (loc) 7-8 7-8 6 7-8 l/defl >999 >517 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 63 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT 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 4-4-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=752/0-5-8, 6=752/0-5-8 Max Horz9=-215(LC 6) Max Uplift9=-57(LC 8), 6=-57(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-9=-763/183, 1-2=-1555/259, 2-10=-1597/446, 3-10=-1500/459, 3-11=-1500/459, 4-11=-1597/446, 4-5=-1555/259, 5-6=-763/183 BOT CHORD 8-9=-261/274, 7-8=-97/553, 6-7=-16/74 WEBS 3-7=-277/992, 4-7=-363/259, 5-7=-95/1142, 3-8=-346/992, 2-8=-363/259, 1-8=-103/1142 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 bottom chord and any other members. 7) Bearing at joint(s) 9, 6 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 57 lb uplift at joint 9 and 57 lb uplift at joint 6. 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 ROOF TRUSS OPTION 3-5-15 Truss T13GE Truss Type GABLE Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:40 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-dPzPfJ8awFQ3MCEMXUKIpq4Vsam4as4ih0lLLVzddcD Scale = 1:34.0 W1 T1 T1 W1 B1 B2 B1 ST3 ST2 ST1 ST2 ST1 1 2 3 4 5 6 7 16 15 14 13 12 11 10 9 8 3x4 3x4 4x4 3x4 3x4 3x4 3x4 2-11-13 2-11-13 10-0-3 7-0-6 13-0-0 2-11-13 6-6-0 6-6-0 13-0-0 6-6-0 1-5-06-6-121-5-02-0-09.50 12 9.50 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.10 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 58 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x8 SP No.1 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 14-15,9-10. REACTIONS.(lb/size) 16=118/13-0-0, 8=118/13-0-0, 14=15/13-0-0, 10=15/13-0-0, 12=187/13-0-0, 13=236/13-0-0, 15=258/13-0-0, 11=236/13-0-0, 9=258/13-0-0 Max Horz16=207(LC 7) Max Uplift16=-201(LC 6), 8=-64(LC 8), 10=-123(LC 7), 13=-67(LC 8), 15=-230(LC 7), 11=-67(LC 9), 9=-200(LC 6) Max Grav16=193(LC 7), 8=118(LC 1), 14=22(LC 8), 10=136(LC 6), 12=188(LC 9), 13=269(LC 2), 15=260(LC 2), 11=269(LC 3), 9=260(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-16=-113/87, 1-2=-99/126, 2-3=-86/204, 3-4=-103/296, 4-5=-103/296, 5-6=-86/204, 6-7=-88/115, 7-8=-113/87 BOT CHORD 15-16=-155/168, 14-15=-83/91, 13-14=-94/106, 12-13=-94/106, 11-12=-94/106, 10-11=-94/106, 9-10=-154/161, 8-9=-102/115 WEBS 4-12=-281/0, 3-13=-232/130, 2-15=-215/165, 5-11=-232/130, 6-9=-215/165 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 lb uplift at joint 16, 64 lb uplift at joint 8, 123 lb uplift at joint 10, 67 lb uplift at joint 13, 230 lb uplift at joint 15, 67 lb uplift at joint 11 and 200 lb uplift at joint 9. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 14, 10, 12, 13, 15, 11, 9. 14) 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. 15) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ROOF TRUSS OPTION 3-5-15 Truss V01 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:41 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-6bXnsf9ChZZw_MpZ4BrXL2cdGz6fJITswgVutyzddcC Scale = 1:22.7 T1 W1 B1 ST1 1 2 3 5 4 6 2x4 1.5x3 1.5x3 1.5x3 1.5x3 6-7-4 6-7-4 0-0-44-4-138.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.32 0.10 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=49/6-6-14, 4=188/6-6-14, 5=480/6-6-14 Max Horz1=161(LC 7) Max Uplift1=-30(LC 6), 4=-46(LC 7), 5=-125(LC 8) Max Grav1=80(LC 7), 4=221(LC 2), 5=507(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-149/99, 2-6=-138/61, 3-6=-68/79, 3-4=-190/61 BOT CHORD 1-5=-31/102, 4-5=-31/102 WEBS 2-5=-427/277 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 1, 46 lb uplift at joint 4 and 125 lb uplift at joint 5. 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 ROOF TRUSS OPTION 3-5-15 Truss V02 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:41 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-6bXnsf9ChZZw_MpZ4BrXL2cXUz4NJJyswgVutyzddcC Scale = 1:19.3 T1 W1 B1 1 2 3 4 2x4 1.5x3 1.5x3 5-5-12 5-5-12 0-0-43-7-138.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.69 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=291/5-5-6, 3=291/5-5-6 Max Horz1=131(LC 7) Max Uplift1=-27(LC 8), 3=-55(LC 7) Max Grav1=297(LC 2), 3=318(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-111/54, 2-4=-75/117, 2-3=-269/116 BOT CHORD 1-3=-25/84 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1 and 55 lb uplift at joint 3. 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 ROOF TRUSS OPTION 3-5-15 Truss V03 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:42 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-an594?9qSthnbWOleuMmuF9n2NRH2mC?9KESQOzddcB Scale: 3/4"=1' T1 W1 B1 1 2 3 4 2x4 1.5x3 1.5x3 4-4-4 4-4-4 0-0-42-10-138.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.38 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=223/4-3-14, 3=223/4-3-14 Max Horz1=100(LC 7) Max Uplift1=-21(LC 8), 3=-43(LC 7) Max Grav1=226(LC 2), 3=236(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-69/42, 2-4=-57/87, 2-3=-199/90 BOT CHORD 1-3=-19/65 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 43 lb uplift at joint 3. 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 ROOF TRUSS OPTION 3-5-15 Truss V04 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:42 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-an594?9qSthnbWOleuMmuF9qJNTR2mC?9KESQOzddcB Scale = 1:12.5 T1 W1 B1 1 2 3 4 2x4 1.5x3 1.5x3 3-2-12 3-2-12 0-0-42-1-138.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.17 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=156/3-2-6, 3=156/3-2-6 Max Horz1=70(LC 7) Max Uplift1=-14(LC 8), 3=-30(LC 7) Max Grav1=156(LC 2), 3=158(LC 2) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-58/29, 2-4=-38/58, 2-3=-132/63 BOT CHORD 1-3=-13/45 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1 and 30 lb uplift at joint 3. 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 ROOF TRUSS OPTION 3-5-15 Truss V05 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:44 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-WACvVhB4_UxVrpY8mJPEzgECiB8bWgiIcejYUHzddc9 Scale = 1:9.0 T1 W1 B1 1 2 3 2x4 1.5x3 1.5x3 2-1-4 2-1-4 0-0-41-4-138.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.05 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=88/2-0-14, 3=88/2-0-14 Max Horz1=40(LC 7) Max Uplift1=-8(LC 8), 3=-17(LC 7) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-33/33, 2-3=-74/35 BOT CHORD 1-3=-8/26 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 lb uplift at joint 1 and 17 lb uplift at joint 3. 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 ROOF TRUSS OPTION 3-5-15 Truss V06 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:44 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-WACvVhB4_UxVrpY8mJPEzgE7AB65WdGIcejYUHzddc9 Scale = 1:32.6 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 173x4 4x4 3x4 3x4 20-0-11 20-0-11 10-0-6 10-0-6 20-0-11 10-0-6 0-0-46-4-80-0-47.63 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.34 0.18 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 64 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=55/19-11-15, 7=55/19-11-15, 11=545/19-11-15, 12=580/19-11-15, 13=376/19-11-15, 10=580/19-11-15, 8=376/19-11-15 Max Horz1=-186(LC 6) Max Uplift1=-53(LC 6), 7=-17(LC 7), 12=-135(LC 8), 13=-95(LC 8), 10=-135(LC 9), 8=-95(LC 9) Max Grav1=93(LC 7), 7=61(LC 3), 11=545(LC 1), 12=657(LC 2), 13=376(LC 1), 10=658(LC 3), 8=376(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-179/113, 2-3=-162/115, 3-14=-212/156, 4-14=-63/175, 4-15=-63/175, 5-15=-212/156, 5-6=-162/65, 6-7=-112/45 BOT CHORD 1-13=-33/97, 12-13=-33/97, 12-16=-33/97, 11-16=-33/97, 11-17=-33/97, 10-17=-33/97, 9-10=-33/97, 8-9=-33/97, 7-8=-33/97 WEBS 4-11=-288/4, 3-12=-515/251, 2-13=-328/190, 5-10=-515/251, 6-8=-328/190 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 lb uplift at joint 1, 17 lb uplift at joint 7, 135 lb uplift at joint 12, 95 lb uplift at joint 13, 135 lb uplift at joint 10 and 95 lb uplift at joint 8. 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 ROOF TRUSS OPTION 3-5-15 Truss V07 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:45 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-_MmIi1Cjko3MSz7KJ1wTWunJbbTdF5vRrIT60jzddc8 Scale = 1:25.8 T1 T1 B1 ST2 ST1 ST1 1 2 3 4 5 8 7 6 9 10 3x4 4x4 3x4 2x4 2x4 2x4 2x4 2x4 15-0-14 15-0-14 7-6-7 7-6-7 15-0-14 7-6-7 0-0-44-9-80-0-47.63 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.30 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=162/15-0-2, 5=162/15-0-2, 7=377/15-0-2, 8=494/15-0-2, 6=494/15-0-2 Max Horz1=-137(LC 6) Max Uplift1=-21(LC 6), 8=-129(LC 8), 6=-129(LC 9) Max Grav1=162(LC 1), 5=162(LC 1), 7=377(LC 1), 8=535(LC 2), 6=535(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-114/91, 2-9=-190/107, 3-9=-65/126, 3-10=-65/126, 4-10=-190/107, 4-5=-108/53 BOT CHORD 1-8=-26/70, 7-8=-26/70, 6-7=-26/70, 5-6=-26/70 WEBS 3-7=-297/20, 2-8=-453/239, 4-6=-453/239 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 129 lb uplift at joint 8 and 129 lb uplift at joint 6. 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 ROOF TRUSS OPTION 3-5-15 Truss V08 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:45 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-_MmIi1Cjko3MSz7KJ1wTWunHlbSOF6KRrIT60jzddc8 Scale = 1:18.0 T1 T1 B1 ST1 1 2 3 4 5 6 3x4 4x6 3x4 1.5x3 10-1-2 10-1-2 5-0-9 5-0-9 10-1-2 5-0-9 0-0-43-2-80-0-47.63 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.41 0.17 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 27 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=273/10-0-5, 3=273/10-0-5, 4=544/10-0-5 Max Horz1=-89(LC 6) Max Uplift1=-37(LC 8), 3=-45(LC 9), 4=-25(LC 8) Max Grav1=277(LC 2), 3=277(LC 3), 4=544(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-201/60, 2-5=-47/73, 2-6=-47/73, 3-6=-201/60 BOT CHORD 1-4=-20/74, 3-4=-20/74 WEBS 2-4=-393/137 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 37 lb uplift at joint 1, 45 lb uplift at joint 3 and 25 lb uplift at joint 4. 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 ROOF TRUSS OPTION 3-5-15 Truss V09 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:46 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-SYKgvNCLV5BD47iWtkRi25JXO_qn_adb4yCfZ9zddc7 Scale = 1:11.1 T1 T1 B1 ST1 1 2 3 4 2x4 3x4 2x4 1.5x3 5-1-5 5-1-5 2-6-10 2-6-10 5-1-5 2-6-10 0-0-41-7-80-0-47.63 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.10 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=137/5-0-8, 3=137/5-0-8, 4=219/5-0-8 Max Horz1=-40(LC 6) Max Uplift1=-21(LC 8), 3=-25(LC 9), 4=-2(LC 8) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-79/34, 2-3=-79/34 BOT CHORD 1-4=-9/30, 3-4=-9/30 WEBS 2-4=-168/63 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1, 25 lb uplift at joint 3 and 2 lb uplift at joint 4. 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 ROOF TRUSS OPTION 3-5-15 Truss V10 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:46 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-SYKgvNCLV5BD47iWtkRi25JXr_pP_aCb4yCfZ9zddc7 Scale = 1:10.4 T1 T1 B1 1 2 3 2x4 2x4 2x4 4-3-15 4-3-15 2-2-0 2-2-0 4-3-15 2-2-0 0-0-41-8-90-0-49.50 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.07 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=209/4-3-5, 3=209/4-3-5 Max Horz1=-42(LC 6) Max Uplift1=-18(LC 8), 3=-18(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-184/69, 2-3=-184/69 BOT CHORD 1-3=-16/110 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 18 lb uplift at joint 3. 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 ROOF TRUSS OPTION 3-5-15 Truss V11 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:47 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-wlu27jDzGPJ4iHHjRSyxbJsbhO7HjygkIcyD5bzddc6 Scale = 1:46.1 T2 T3 B1 ST4 ST3 ST2 ST1 ST5 ST6 T1 B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 3x4 3x4 3x4 4x4 3x4 29-8-11 29-8-11 18-3-8 18-3-8 29-8-11 11-5-3 0-0-47-7-70-0-45.00 12 8.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.51 0.21 0.37 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 98 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=160/29-7-12, 12=558/29-7-12, 14=691/29-7-12, 15=481/29-7-12, 16=685/29-7-12, 11=592/29-7-12, 10=444/29-7-12, 1=289/29-7-12 Max Horz1=237(LC 7) Max Uplift9=-3(LC 7), 14=-98(LC 8), 15=-72(LC 8), 16=-126(LC 8), 11=-139(LC 9), 10=-117(LC 9), 1=-12(LC 9) Max Grav9=163(LC 3), 12=565(LC 3), 14=802(LC 2), 15=481(LC 1), 16=687(LC 2), 11=800(LC 3), 10=444(LC 1), 1=289(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-188/80, 2-3=-140/81, 3-17=-117/115, 4-17=-47/123, 4-5=-156/218, 5-6=-46/231, 6-7=-246/240, 7-18=-6/109, 8-18=-157/64, 8-9=-100/57 BOT CHORD 1-16=-40/102, 15-16=-40/102, 14-15=-40/102, 13-14=-40/102, 12-13=-40/102, 11-12=-40/102, 10-11=-40/102, 9-10=-40/102 WEBS 6-12=-319/0, 4-14=-549/242, 3-15=-341/194, 2-16=-560/307, 7-11=-639/256, 8-10=-372/220 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 9, 98 lb uplift at joint 14, 72 lb uplift at joint 15, 126 lb uplift at joint 16, 139 lb uplift at joint 11, 117 lb uplift at joint 10 and 12 lb uplift at joint 1. 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 ROOF TRUSS OPTION 3-5-15 Truss V12 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:47 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-wlu27jDzGPJ4iHHjRSyxbJsb4O70j_8kIcyD5bzddc6 Scale = 1:36.5 T1 T2 B1 ST3 ST2 ST1 ST4 B2 1 2 3 4 5 6 11 10 9 8 7 12 133x4 3x4 3x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 23-6-10 23-6-10 14-5-15 14-5-15 23-6-10 9-0-11 0-0-46-0-70-0-45.00 12 8.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.55 0.23 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=299/23-5-10, 6=243/23-5-10, 9=561/23-5-10, 10=507/23-5-10, 11=698/23-5-10, 7=643/23-5-10 Max Horz1=186(LC 7) Max Uplift1=-14(LC 9), 6=-5(LC 9), 10=-81(LC 8), 11=-127(LC 8), 7=-166(LC 9) Max Grav1=299(LC 1), 6=243(LC 1), 9=561(LC 1), 10=575(LC 2), 11=698(LC 1), 7=783(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-141/84, 2-3=-138/86, 3-4=-144/176, 4-5=-238/185, 5-12=-24/117, 6-12=-157/37 BOT CHORD 1-11=-33/77, 10-11=-33/77, 9-10=-33/77, 8-9=-33/77, 8-13=-33/77, 7-13=-33/77, 6-7=-33/77 WEBS 4-9=-310/5, 3-10=-438/207, 2-11=-566/312, 5-7=-640/293 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 lb uplift at joint 1, 5 lb uplift at joint 6, 81 lb uplift at joint 10, 127 lb uplift at joint 11 and 166 lb uplift at joint 7. 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 ROOF TRUSS OPTION 3-5-15 Truss V13 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:48 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-OxSQK2Eb1jRxKRrv?9TA7WPl?oT4SSEuXGhmd2zddc5 Scale = 1:26.9 T1 T2 B1 ST2 ST1 ST3 B2 1 2 3 4 5 9 8 7 6 10 11 3x4 3x4 3x4 2x4 4x4 2x4 2x4 2x4 2x4 17-4-8 17-4-8 10-8-5 10-8-5 17-4-8 6-8-3 0-0-44-5-70-0-45.00 12 8.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.61 0.24 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 49 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=305/17-3-9, 5=84/17-3-9, 8=332/17-3-9, 9=747/17-3-9, 6=469/17-3-9 Max Horz1=135(LC 7) Max Uplift1=-22(LC 8), 5=-4(LC 7), 9=-138(LC 8), 6=-126(LC 9) Max Grav1=305(LC 1), 5=84(LC 1), 8=337(LC 3), 9=778(LC 2), 6=554(LC 3) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-140/100, 2-10=-144/118, 3-10=-104/132, 3-11=-46/120, 4-11=-206/100, 4-5=-60/62 BOT CHORD 1-9=-22/52, 8-9=-22/52, 7-8=-22/52, 6-7=-22/52, 5-6=-22/52 WEBS 3-8=-275/24, 2-9=-633/331, 4-6=-482/232 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1, 4 lb uplift at joint 5, 138 lb uplift at joint 9 and 126 lb uplift at joint 6. 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 ROOF TRUSS OPTION 3-5-15 Truss V14 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:48 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-OxSQK2Eb1jRxKRrv?9TA7WPiCoS2STruXGhmd2zddc5 Scale = 1:17.3 T1 T2 B1 ST1 1 2 3 4 5 6 3x4 2x4 1.5x3 5x6 11-2-7 11-2-7 6-10-11 6-10-11 11-2-7 4-3-11 0-0-42-10-70-0-45.00 12 8.00 12 Plate Offsets (X,Y)-- [1:0-0-14,Edge], [2:0-3-12,0-2-4], [3:0-1-13,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.78 0.31 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 or 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=350/11-1-7, 3=200/11-1-7, 4=646/11-1-7 Max Horz1=83(LC 7) Max Uplift1=-48(LC 8), 3=-41(LC 9), 4=-39(LC 8) Max Grav1=351(LC 2), 3=226(LC 3), 4=646(LC 1) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-188/49, 2-5=-23/64, 2-6=-58/74, 3-6=-168/61 BOT CHORD 1-4=-22/69, 3-4=-22/69 WEBS 2-4=-474/211 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 1, 41 lb uplift at joint 3 and 39 lb uplift at joint 4. 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 ROOF TRUSS OPTION 3-5-15 Truss V15 Truss Type Valley Qty 1 Ply 1 Lot 27A Village Hill Job Reference (optional) Run: 7.520 s May 8 2014 Print: 7.520 s May 8 2014 MiTek Industries, Inc. Fri Mar 06 14:26:49 2015 Page 1 Universal Forest Products ID:wxMjCkI5zcI1c3MXpQ6UX3yqHoD-t70oYOFDo0ZnxaQ5Yt_Pgkx17CqiBxx1mwRJ9Uzddc4 Scale = 1:9.4 T1 T2 B1 1 2 3 4 2x4 2x4 2x4 5-0-5 5-0-5 3-1-2 3-1-2 5-0-5 1-11-3 0-0-41-3-70-0-45.00 12 8.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plates Increase Lumber Increase Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2009/TPI2007 CSI. TC BC WB (Matrix) 0.13 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=227/4-11-5, 3=227/4-11-5 Max Horz1=32(LC 7) Max Uplift1=-24(LC 8), 3=-18(LC 9) FORCES.(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-223/107, 2-4=-186/131, 3-4=-241/127 BOT CHORD 1-3=-78/172 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Gable requires continuous bottom chord bearing. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 24 lb uplift at joint 1 and 18 lb uplift at joint 3. 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