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HomeMy WebLinkAboutTRUSS SPECS - M20-00004 - Benson - 4340 W 1000 N - AdditionJob QB - Benson Addition Truss A02 Truss Type COMMON Qty 9 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-tnZICGzd?NQQVlBOcmUIVwSe9EJc?cEsvTjUZCztILX Scale = 1:73.4 T2 T2 B1 W3 W4 W5 W3 W4W5 W1 W2 W7 W6 W7 W6 T1 T1 B3B2 A B C D E F G H I J K S R Q P O N M L T7x10 5x6 7x10 4x6 8x12 MT20HS 2x4 12x12 5x8 2x4 12x12 5x8 3x6 3x6 1.5x4 5x6 4x6 5x6 6x8 15-0-0 8- 1 - 1 4 5-8-2 5-8-2 11-6-0 5-9-14 19-0-0 7-6-0 26-6-0 7-6-0 32-3-14 5-9-14 38-0-0 5-8-2 -2-0-0 2-0-0 5-8-2 5-8-2 11-6-0 5-9-14 11-7-3 0-1-3 12-7-11 1-0-8 19-0-0 6-4-5 25-4-5 6-4-5 26-4-13 1-0-8 26-6-0 0-1-3 32-3-14 5-9-14 38-0-0 5-8-2 40-0-0 2-0-0 4- 3 - 1 0 12 - 2 - 1 0 4- 3 - 1 0 5.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-2-8], [C:0-4-0,0-5-0], [I:0-4-0,0-5-0], [J:0-2-12,0-2-8], [L:Edge,0-3-8], [M:0-3-8,0-2-8], [O:0-5-8,0-7-8], [Q:0-5-8,0-7-8], [R:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.72 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.46 0.03 0.14 (loc) O-Q O-Q L Q l/defl >999 >992 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 337 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x6 DF 1800F 1.6E or 2x6 DF SS, W5,W2,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 1 Row at midpt E-T, G-T JOINTS 1 Brace at Jt(s): T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) S=2265/0-5-8 (min. 0-2-8), L=2265/0-5-8 (min. 0-2-8) Max HorzS=-153(LC 13) Max UpliftS=-261(LC 8), L=-261(LC 9) Max GravS=2360(LC 2), L=2360(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1961/222, C-D=-2781/185, D-E=-2528/229, E-F=-958/176, F-G=-958/176, G-H=-2528/229, H-I=-2781/184, I-J=-1961/222, B-S=-2244/307, J-L=-2244/307 BOT CHORD Q-R=-276/1716, P-Q=-75/2492, O-P=-75/2492, N-O=-124/1716, M-N=-124/1716 WEBS H-O=-181/570, I-O=-52/1288, I-M=-1532/135, D-Q=-181/570, C-Q=-52/1288, C-R=-1532/134, E-T=-1888/89, G-T=-1888/89, B-R=-147/2118, J-M=-147/2118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-T, G-T 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. O-Q 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint S and 261 lb uplift at joint L. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job QB - Benson Addition Truss B02 Truss Type Common Qty 7 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-pAh2dx?tX?g8k2LnjBWmbLXyn23CTfB9MnCbd5ztILV Scale = 1:54.8 T2 T2 B1 W1 W2 W3 W2 W3 W5 W4 W5 W4 T1 T3 B1 A B C D E F K J I H G 6x12 4x8 6x12 3x4 5x8 5x6 5x6 6x8 3x4 6x8 7-11-14 7-11-14 15-11-12 7-11-14 23-11-10 7-11-14 31-11-8 7-11-14 -2-0-0 2-0-0 7-11-14 7-11-14 15-11-12 7-11-14 23-11-10 7-11-14 31-11-8 7-11-14 1- 3 - 1 0 7- 1 1 - 8 1- 3 - 1 0 5.00 12 Plate Offsets (X,Y)-- [B:0-3-8,Edge], [C:0-6-0,Edge], [E:0-6-0,Edge], [F:0-3-8,Edge], [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.45 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.06 0.07 (loc) H-I H-I G I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-13 oc bracing. WEBS 1 Row at midpt E-I, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1743/0-5-8 (min. 0-1-14), G=1545/0-5-8 (min. 0-1-10) Max HorzK=148(LC 8) Max UpliftK=-354(LC 8), G=-294(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2505/456, C-D=-1907/377, D-E=-1910/375, E-F=-2530/463, B-K=-1687/382, F-G=-1489/321 BOT CHORD J-K=-219/265, I-J=-463/2200, H-I=-358/2234, G-H=-75/269 WEBS D-I=-107/765, E-I=-791/291, C-I=-753/280, B-J=-244/1958, F-H=-283/1979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint K and 294 lb uplift at joint G. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C02 Truss Type Common Qty 8 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-HMFQqH0VIIp?MCwzHv1?7Y4GMSVjCAJIbRx8AXztILU Scale = 1:23.7 T1 T1 B1 W1 A B C D EF 4x4 3x4 3x4 1.5x4 4-6-0 4-6-0 9-0-0 4-6-0 -2-0-0 2-0-0 4-6-0 4-6-0 9-0-0 4-6-0 11-0-0 2-0-0 0- 4 - 1 2- 2 - 9 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) D-F D-F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=611/0-5-8 (min. 0-1-8), D=611/0-5-8 (min. 0-1-8) Max HorzB=48(LC 8) Max UpliftB=-147(LC 8), D=-147(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-494/55, C-D=-494/54 BOT CHORD B-F=-5/365, D-F=-5/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint B and 147 lb uplift at joint D. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-mZpo2d073cxszMVArcZEgmcRArrxxdZSq5hhi_ztILT Scale: 3/4"=1' T1 T1 B1 W1 A B C D 3x4 4x4 3x4 1.5x4 4-6-0 4-6-0 9-0-0 4-6-0 4-6-0 4-6-0 9-0-0 4-6-0 0- 4 - 1 2- 2 - 9 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.12 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.00 (loc) D A-D C D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=419/0-5-8 (min. 0-1-8), C=419/0-5-8 (min. 0-1-8) Max HorzA=34(LC 12) Max UpliftA=-80(LC 8), C=-80(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-583/83, B-C=-583/83 BOT CHORD A-D=-48/479, C-D=-48/479 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 80 lb uplift at joint A and 80 lb uplift at joint C. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR Scale = 1:77.9 T2 T2 B1 W3 W4 W5 W6 W7 W3 W4W5W6W7 W1 W2 W9 W8 W9 W8 T1 T1 B3B2 A B C D E F G H I J K L M V U T S R Q P O N W X Y Z AA AB AC AD AE AF AG AH AI AJ AK 7x10 5x6 7x10 5x6 6x8 2x4 5x6 12x12 4x6 6x8 2x4 5x6 5x6 4x6 6x8 3x6 3x6 1.5x4 7x10 5x6 7x10 Special Special Special Special Special Special Special Special 15-0-0 8- 1 - 1 4 3-9-7 3-9-7 7-6-13 3-9-7 11-6-0 3-11-3 19-0-0 7-6-0 26-6-0 7-6-0 30-5-3 3-11-3 34-2-9 3-9-7 38-0-0 3-9-7 -2-0-0 2-0-0 3-9-7 3-9-7 7-6-13 3-9-7 11-6-0 3-11-3 11-7-3 0-1-3 12-7-11 1-0-8 15-3-10 2-7-14 19-0-0 3-8-6 22-8-6 3-8-6 25-4-5 2-7-14 26-4-13 1-0-8 26-6-0 0-1-3 30-5-3 3-11-3 34-2-9 3-9-7 38-0-0 3-9-7 40-0-0 2-0-0 4- 3 - 1 0 12 - 2 - 1 0 4- 3 - 1 0 5.00 12 Plate Offsets (X,Y)-- [B:0-4-8,Edge], [D:0-4-8,0-5-0], [J:0-4-8,0-5-0], [L:0-4-8,Edge], [O:0-3-8,0-3-0], [P:0-6-0,0-7-8], [U:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.36 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.25 0.04 0.04 (loc) Q-S Q-S N S l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1097 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W9: 2x6 DF 1800F 1.6E or 2x6 DF SS W4,W1,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): W REACTIONS.(lb/size) V=10128/0-5-8 (min. 0-3-10), N=10245/0-5-8 (min. 0-3-10) Max HorzV=-153(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-X=-6275/0, C-X=-5937/0, C-Y=-8178/0, D-Y=-7847/0, D-Z=-8706/0, Z-AA=-8399/0, E-AA=-8170/0, E-F=-7725/0, F-AB=-2410/691, AB-AC=-2171/666, AC-AD=-2057/639, G-AD=-1879/615, G-AE=-1880/614, AE-AF=-2059/638, AF-AG=-2173/665, H-AG=-2411/690, H-I=-7727/0, I-AH=-8168/0, AH-AI=-8397/0, J-AI=-8702/0, J-AJ=-7806/0, K-AJ=-8132/0, K-AK=-5889/0, L-AK=-6220/0, B-V=-9612/0, L-N=-9740/0 BOT CHORD U-V=0/320, T-U=0/5570, S-T=0/7393, R-S=0/7684, Q-R=0/7684, P-Q=0/7355, O-P=0/5518 WEBS I-Q=0/1888, J-Q=-1200/1030, J-P=-2542/0, K-P=0/3253, K-O=-4819/0, E-S=0/1897, D-S=-1277/954, D-T=-2473/0, C-T=0/3226, C-U=-4847/0, F-W=-6121/0, H-W=-6121/0, B-U=0/7975, L-O=0/7962 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 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 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) Ceiling dead load (5.0 psf) on member(s). E-F, H-I, F-W, H-W 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. Q-S 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 374 lb down and 88 lb up at 12-0-12, 366 lb down and 87 lb up at 14-0-12 , 366 lb down and 108 lb up at 16-0-12, 364 lb down and 108 lb up at 18-0-12, 364 lb down and 108 lb up at 19-11-4, 366 lb down and 108 lb up at 21-11-4, and 366 lb down and 87 lb up at 23-11-4, and 374 lb down and 88 lb up at 25-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-84, E-AA=-84, E-F=-94, F-G=-84, G-H=-84, H-I=-94, I-AH=-84, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-304(F) H=-304(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-296(F) AC=-296(F) AD=-296(F) AE=-296(F) AF=-296(F) AG=-296(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-158-to-AA=-84, AH=-84-to-L=-146, L=-146-to-M=-160 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-66, E-AA=-66, E-F=-76, F-G=-67, G-H=-66, H-I=-76, I-AH=-66, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-251(F) H=-251(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-244(F) AC=-244(F) AD=-244(F) AE=-244(F) AF=-244(F) AG=-244(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-141-to-AA=-66, AH=-66-to-L=-128, L=-128-to-M=-143 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-14, E-AA=-14, E-F=-24, F-G=-14, G-H=-14, H-I=-24, I-AH=-14, S-V=-274, Q-S=-34, N-Q=-274, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-171(F) H=-171(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-167(F) AC=-167(F) AD=-167(F) AE=-167(F) AF=-167(F) AG=-167(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-88-to-AA=-14, AH=-14-to-L=-76, L=-76-to-M=-90 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=35, E-AA=21, E-F=15, F-G=21, G-H=19, H-I=13, I-AH=19, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-43, B-G=-29, G-L=27, L-M=21 Concentrated Loads (lb) Vert: K=-611 C=-611 F=61(F) H=63(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=60(F) AC=81(F) AD=81(F) AE=83(F) AF=83(F) AG=62(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-53-to-AA=21, AH=19-to-L=-43, L=-49-to-M=-63 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=13, E-AA=19, E-F=13, F-G=19, G-H=21, H-I=15, I-AH=21, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-21, B-G=-27, G-L=29, L-M=43 Concentrated Loads (lb) Vert: K=-611 C=-611 F=63(F) H=61(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=62(F) AC=83(F) AD=83(F) AE=81(F) AF=81(F) AG=60(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-56-to-AA=19, AH=21-to-L=-41, L=-27-to-M=-41 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=10, E-AA=4, E-F=-6, F-G=4, G-H=1, H-I=-9, I-AH=1, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-24, B-G=-18, G-L=15, L-M=21 Concentrated Loads (lb) Vert: K=-611 C=-611 F=82(F) H=84(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=81(F) AC=102(F) AD=102(F) AE=104(F) AF=104(F) AG=83(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-71-to-AA=4, AH=1-to-L=-60, L=-55-to-M=-69 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=7, E-AA=1, E-F=-9, F-G=1, G-H=4, H-I=-6, I-AH=4, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-21, B-G=-15, G-L=18, L-M=24 Concentrated Loads (lb) Vert: K=-611 C=-611 F=84(F) H=82(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=83(F) AC=104(F) AD=104(F) AE=102(F) AF=102(F) AG=81(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-73-to-AA=1, AH=4-to-L=-58, L=-52-to-M=-66 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=27, E-AA=32, E-F=26, F-G=32, G-H=15, H-I=9, I-AH=15, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-35, B-G=-41, G-L=23, L-M=17 Concentrated Loads (lb) Vert: K=-611 C=-611 F=49(F) H=67(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=48(F) AC=69(F) AD=70(F) AE=86(F) AF=87(F) AG=66(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-42-to-AA=32, AH=15-to-L=-47, L=-53-to-M=-67 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 3 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=9, E-AA=15, E-F=9, F-G=15, G-H=32, H-I=26, I-AH=32, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-17, B-G=-23, G-L=41, L-M=35 Concentrated Loads (lb) Vert: K=-611 C=-611 F=67(F) H=49(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=66(F) AC=87(F) AD=86(F) AE=70(F) AF=69(F) AG=48(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-60-to-AA=15, AH=32-to-L=-29, L=-35-to-M=-49 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=14, E-AA=20, E-F=14, F-G=20, G-H=10, H-I=4, I-AH=10, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-23, B-G=-28, G-L=18, L-M=12 Concentrated Loads (lb) Vert: K=-611 C=-611 F=62(F) H=72(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=61(F) AC=82(F) AD=82(F) AE=92(F) AF=92(F) AG=71(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-54-to-AA=20, AH=10-to-L=-52, L=-58-to-M=-72 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=4, E-AA=10, E-F=4, F-G=10, G-H=20, H-I=14, I-AH=20, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-12, B-G=-18, G-L=28, L-M=23 Concentrated Loads (lb) Vert: K=-611 C=-611 F=72(F) H=62(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=71(F) AC=92(F) AD=92(F) AE=82(F) AF=82(F) AG=61(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-65-to-AA=10, AH=20-to-L=-42, L=-48-to-M=-62 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=21, E-AA=15, E-F=5, F-G=15, G-H=-3, H-I=-13, I-AH=-3, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-35, B-G=-29, G-L=11, L-M=17 Concentrated Loads (lb) Vert: K=-611 C=-611 F=71(F) H=88(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=70(F) AC=90(F) AD=91(F) AE=108(F) AF=108(F) AG=87(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-59-to-AA=15, AH=-3-to-L=-64, L=-58-to-M=-73 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, E-AA=-3, E-F=-13, F-G=-3, G-H=15, H-I=5, I-AH=15, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-17, B-G=-11, G-L=29, L-M=35 Concentrated Loads (lb) Vert: K=-611 C=-611 F=88(F) H=71(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=87(F) AC=108(F) AD=108(F) AE=91(F) AF=90(F) AG=70(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-77-to-AA=-3, AH=15-to-L=-47, L=-41-to-M=-55 14) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-14, E-AA=-14, E-F=-24, F-G=-14, G-H=-14, H-I=-24, I-AH=-14, S-V=-254, Q-S=-114, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-90(F) H=-90(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-87(F) AC=-87(F) AD=-87(F) AE=-87(F) AF=-87(F) AG=-87(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-88-to-AA=-14, AH=-14-to-L=-76, L=-76-to-M=-90 15) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-14, E-AA=-14, E-F=-24, F-G=-14, G-H=-14, H-I=-24, I-AH=-14, S-V=-254, Q-S=-114, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-90(F) H=-90(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-87(F) AC=-87(F) AD=-87(F) AE=-87(F) AF=-87(F) AG=-87(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-88-to-AA=-14, AH=-14-to-L=-76, L=-76-to-M=-90 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-49, E-AA=-53, E-F=-63, F-G=-53, G-H=-55, H-I=-65, I-AH=-55, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-18, B-G=-13, G-L=11, L-M=16 Concentrated Loads (lb) Vert: K=-611 C=-611 F=50(F) H=52(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=50(F) AC=66(F) AD=66(F) AE=67(F) AF=67(F) AG=52(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-128-to-AA=-53, AH=-55-to-L=-117, L=-112-to-M=-127 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-51, E-AA=-55, E-F=-65, F-G=-55, G-H=-53, H-I=-63, I-AH=-53, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-16, B-G=-11, G-L=13, L-M=18 Concentrated Loads (lb) Vert: K=-611 C=-611 F=52(F) H=50(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=52(F) AC=67(F) AD=67(F) AE=66(F) AF=66(F) AG=50(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-129-to-AA=-55, AH=-53-to-L=-115, L=-111-to-M=-125 Continued on page 4 Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 4 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR LOAD CASE(S) Standard 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-40, E-AA=-45, E-F=-55, F-G=-45, G-H=-58, H-I=-68, I-AH=-58, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-26, B-G=-22, G-L=9, L-M=13 Concentrated Loads (lb) Vert: K=-611 C=-611 F=42(F) H=55(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=41(F) AC=57(F) AD=58(F) AE=70(F) AF=70(F) AG=55(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-119-to-AA=-45, AH=-58-to-L=-120, L=-115-to-M=-130 19) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-54, E-AA=-58, E-F=-68, F-G=-58, G-H=-45, H-I=-55, I-AH=-45, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-13, B-G=-9, G-L=22, L-M=26 Concentrated Loads (lb) Vert: K=-611 C=-611 F=55(F) H=42(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=55(F) AC=70(F) AD=70(F) AE=58(F) AF=57(F) AG=41(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-132-to-AA=-58, AH=-45-to-L=-106, L=-102-to-M=-116 20) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-84, E-AA=-84, E-F=-94, F-G=-84, G-H=-14, H-I=-24, I-AH=-14, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-304(F) H=-374(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-296(F) AC=-296(F) AD=-298(F) AE=-364(F) AF=-366(F) AG=-366(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-158-to-AA=-84, AH=-14-to-L=-76, L=-76-to-M=-90 21) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-14, E-AA=-14, E-F=-24, F-G=-14, G-H=-84, H-I=-94, I-AH=-84, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-374(F) H=-304(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-366(F) AC=-366(F) AD=-364(F) AE=-298(F) AF=-296(F) AG=-296(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-88-to-AA=-14, AH=-84-to-L=-146, L=-146-to-M=-160 22) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-66, E-AA=-66, E-F=-76, F-G=-67, G-H=-14, H-I=-24, I-AH=-14, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-251(F) H=-303(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-244(F) AC=-244(F) AD=-245(F) AE=-295(F) AF=-296(F) AG=-296(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-141-to-AA=-66, AH=-14-to-L=-76, L=-76-to-M=-90 23) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-B=-14, E-AA=-14, E-F=-24, F-G=-14, G-H=-66, H-I=-76, I-AH=-66, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-303(F) H=-251(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-296(F) AC=-296(F) AD=-295(F) AE=-245(F) AF=-244(F) AG=-244(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-88-to-AA=-14, AH=-66-to-L=-128, L=-128-to-M=-143 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=35, E-AA=21, E-F=15, F-G=21, G-H=19, H-I=13, I-AH=19, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-43, B-G=-29, G-L=27, L-M=21 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-86(F) H=-84(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-87(F) AC=-50(F) AD=-50(F) AE=-48(F) AF=-48(F) AG=-85(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-53-to-AA=21, AH=19-to-L=-43, L=-49-to-M=-63 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=13, E-AA=19, E-F=13, F-G=19, G-H=21, H-I=15, I-AH=21, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-21, B-G=-27, G-L=29, L-M=43 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-84(F) H=-86(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-85(F) AC=-48(F) AD=-48(F) AE=-50(F) AF=-50(F) AG=-87(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-56-to-AA=19, AH=21-to-L=-41, L=-27-to-M=-41 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=10, E-AA=4, E-F=-6, F-G=4, G-H=1, H-I=-9, I-AH=1, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-24, B-G=-18, G-L=15, L-M=21 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-65(F) H=-62(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-66(F) AC=-29(F) AD=-29(F) AE=-26(F) AF=-26(F) AG=-64(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-71-to-AA=4, AH=1-to-L=-60, L=-55-to-M=-69 Continued on page 5 Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 5 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR LOAD CASE(S) Standard 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=7, E-AA=1, E-F=-9, F-G=1, G-H=4, H-I=-6, I-AH=4, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-21, B-G=-15, G-L=18, L-M=24 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-62(F) H=-65(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-64(F) AC=-26(F) AD=-26(F) AE=-29(F) AF=-29(F) AG=-66(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-73-to-AA=1, AH=4-to-L=-58, L=-52-to-M=-66 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=27, E-AA=32, E-F=26, F-G=32, G-H=15, H-I=9, I-AH=15, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-35, B-G=-41, G-L=23, L-M=17 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-97(F) H=-80(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-99(F) AC=-62(F) AD=-61(F) AE=-44(F) AF=-44(F) AG=-81(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-42-to-AA=32, AH=15-to-L=-47, L=-53-to-M=-67 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, E-AA=15, E-F=9, F-G=15, G-H=32, H-I=26, I-AH=32, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-17, B-G=-23, G-L=41, L-M=35 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-80(F) H=-97(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-81(F) AC=-44(F) AD=-44(F) AE=-61(F) AF=-62(F) AG=-99(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-60-to-AA=15, AH=32-to-L=-29, L=-35-to-M=-49 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=14, E-AA=20, E-F=14, F-G=20, G-H=10, H-I=4, I-AH=10, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-23, B-G=-28, G-L=18, L-M=12 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-85(F) H=-75(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-86(F) AC=-49(F) AD=-49(F) AE=-39(F) AF=-39(F) AG=-76(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-54-to-AA=20, AH=10-to-L=-52, L=-58-to-M=-72 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=4, E-AA=10, E-F=4, F-G=10, G-H=20, H-I=14, I-AH=20, S-V=-248, Q-S=-20, N-Q=-248, F-H=-6 Horz: A-B=-12, B-G=-18, G-L=28, L-M=23 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-75(F) H=-85(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-76(F) AC=-39(F) AD=-39(F) AE=-49(F) AF=-49(F) AG=-86(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-65-to-AA=10, AH=20-to-L=-42, L=-48-to-M=-62 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=21, E-AA=15, E-F=5, F-G=15, G-H=-3, H-I=-13, I-AH=-3, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-35, B-G=-29, G-L=11, L-M=17 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-76(F) H=-58(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-77(F) AC=-40(F) AD=-40(F) AE=-23(F) AF=-23(F) AG=-60(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-59-to-AA=15, AH=-3-to-L=-64, L=-58-to-M=-73 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, E-AA=-3, E-F=-13, F-G=-3, G-H=15, H-I=5, I-AH=15, S-V=-254, Q-S=-34, N-Q=-254, F-H=-10 Horz: A-B=-17, B-G=-11, G-L=29, L-M=35 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-58(F) H=-76(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-60(F) AC=-23(F) AD=-23(F) AE=-40(F) AF=-40(F) AG=-77(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-77-to-AA=-3, AH=15-to-L=-47, L=-41-to-M=-55 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-49, E-AA=-53, E-F=-63, F-G=-53, G-H=-55, H-I=-65, I-AH=-55, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-18, B-G=-13, G-L=11, L-M=16 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-178(F) H=-177(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-176(F) AC=-148(F) AD=-148(F) AE=-146(F) AF=-146(F) AG=-174(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-128-to-AA=-53, AH=-55-to-L=-117, L=-112-to-M=-127 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 6 Job QB - Benson Addition Truss A03 Truss Type COMMON GIRDER Qty 2 Ply 3 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:06 2020 Page 6 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-ixxZTJ2ObDBZDgeYy1bilBinrfScPQbkHPAomsztILR LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=-51, E-AA=-55, E-F=-65, F-G=-55, G-H=-53, H-I=-63, I-AH=-53, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-16, B-G=-11, G-L=13, L-M=18 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-177(F) H=-178(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-174(F) AC=-146(F) AD=-146(F) AE=-148(F) AF=-148(F) AG=-176(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-129-to-AA=-55, AH=-53-to-L=-115, L=-111-to-M=-125 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-40, E-AA=-45, E-F=-55, F-G=-45, G-H=-58, H-I=-68, I-AH=-58, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-26, B-G=-22, G-L=9, L-M=13 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-187(F) H=-174(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-184(F) AC=-156(F) AD=-156(F) AE=-143(F) AF=-143(F) AG=-171(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-119-to-AA=-45, AH=-58-to-L=-120, L=-115-to-M=-130 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-54, E-AA=-58, E-F=-68, F-G=-58, G-H=-45, H-I=-55, I-AH=-45, S-V=-254, Q-S=-94, N-Q=-254, F-H=-10 Horz: A-B=-13, B-G=-9, G-L=22, L-M=26 Concentrated Loads (lb) Vert: K=-611 C=-611 F=-174(F) H=-187(F) B=-611 L=-611 X=-611 Y=-611 Z=-611 AA=-611 AB=-171(F) AC=-143(F) AD=-143(F) AE=-156(F) AF=-156(F) AG=-184(F) AH=-611 AI=-611 AJ=-611 AK=-611 Trapezoidal Loads (plf) Vert: B=-132-to-AA=-58, AH=-45-to-L=-106, L=-102-to-M=-116 Job QB - Benson Addition Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-eK2Jt?4e7rRHSzox4SdAqcn7VT5StLY1ljfvrlztILP Scale = 1:75.7 T2 T2 B1 W3 W4 W5 W3 W4W5 W1 W2 W7 W6 W7W6 T1 T1 B1B2 ST11 ST10 ST8 ST9 ST6 ST7 ST5ST3 ST4 ST1 ST2 ST11 ST10 ST8 ST9 ST6 ST7 ST5 ST3 ST4 ST1 ST2 A B C D E F G H I J K Y X W V U T S R Q P O N M L Z7x10 5x8 7x10 2x4 8x12 2x4 8x12 3x4 2x4 3x4 3x4 3x4 5x6 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-0-0 8- 1 - 1 4 5-8-2 5-8-2 11-6-0 5-9-14 19-0-0 7-6-0 26-6-0 7-6-0 32-3-14 5-9-14 38-0-0 5-8-2 -2-0-0 2-0-0 5-8-2 5-8-2 11-6-0 5-9-14 11-7-3 0-1-3 12-7-11 1-0-8 19-0-0 6-4-5 25-4-5 6-4-5 26-4-13 1-0-8 26-6-0 0-1-3 32-3-14 5-9-14 38-0-0 5-8-2 40-0-0 2-0-0 4- 3 - 1 0 12 - 2 - 1 0 4- 3 - 1 0 5.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-2-8], [C:0-4-12,0-5-0], [I:0-4-12,0-5-0], [J:0-2-12,0-2-8], [R:0-4-12,Edge], [S:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.53 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.26 0.01 -0.00 (loc) R-S R-S L Y l/defl >923 >687 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 375 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x6 DF 1800F 1.6E or 2x6 DF SS W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 H-R, D-S JOINTS 1 Brace at Jt(s): Z MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-0-0. (lb) - Max HorzY=-153(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except Y=-162(LC 9), S=-219(LC 8), R=-207(LC 9), O=-151(LC 9), V=-175(LC 8), L=-163(LC 9), T=-220(LC 14), Q=-220(LC 14) Max Grav All reactions 250 lb or less at joint(s) U, W, X, P, N, M except Y=719(LC 1), S=1004(LC 22), R=1004(LC 23), O=487(LC 1), V=487(LC 1), L=719(LC 1), L=719(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-365/135, C-D=-520/220, D-E=-614/263, E-F=-873/242, F-G=-873/243, G-H=-614/243, H-I=-520/196, I-J=-365/107, B-Y=-709/160, J-L=-709/163 BOT CHORD U-V=-113/251, T-U=-113/251, S-T=-112/259, R-S=-78/395 WEBS H-R=-775/278, I-R=-49/250, I-O=-651/155, D-S=-775/287, C-S=-43/250, C-V=-651/160, E-Z=0/339, G-Z=0/339, B-V=-91/314, J-O=-60/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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 = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint Y, 219 lb uplift at joint S, 207 lb uplift at joint R, 151 lb uplift at joint O, 175 lb uplift at joint V, 163 lb uplift at joint L, 220 lb uplift at joint T and 220 lb uplift at joint Q. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. Continued on page 2 Job QB - Benson Addition Truss A01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:08 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-eK2Jt?4e7rRHSzox4SdAqcn7VT5StLY1ljfvrlztILP LOAD CASE(S) Standard Job QB - Benson Addition Truss B01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-6Wch5L4Gu8Z847N7d98PNpK8psW0cnhBzNOSNBztILO Scale = 1:55.2 T2 T2 B1 W1 W2 W3 W2 W3 W5 W4 W5 W4 ST8 ST9 ST6 ST7 ST4 ST5ST3ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1T1 T3 B1 A B C D E F Q P O N M L K J I H G 10x20 MT20HS 5x8 10x20 MT20HS 2x4 5x8 4x4 4x4 7x10 2x4 7x10 7-11-14 7-11-14 15-11-12 7-11-14 23-11-10 7-11-14 31-11-8 7-11-14 -2-0-0 2-0-0 7-11-14 7-11-14 15-11-12 7-11-14 23-11-10 7-11-14 31-11-8 7-11-14 1- 3 - 1 0 7- 1 1 - 8 1- 3 - 1 0 5.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-2-4], [F:0-2-12,0-2-4], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.25 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.01 -0.00 (loc) G-H P-Q G P-Q l/defl >999 >710 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 221 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W5: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-L, C-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 31-11-8. (lb) - Max HorzQ=148(LC 12) Max Uplift All uplift 100 lb or less at joint(s) G, O, I except Q=-134(LC 8), L=-196(LC 8), H=-172(LC 9), P=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) M, N, K, J except Q=584(LC 1), L=741(LC 1), H=781(LC 20), P=760(LC 19), G=376(LC 1), G=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-533/164, F-G=-325/112 WEBS D-L=-579/120, E-H=-652/232, C-P=-634/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, O, I except (jt=lb) Q=134, L=196, H=172, P=177. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C01 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-2vkSW06WQmpsJRXWlaBtSEPeWgF?4osURhtZS4ztILM Scale = 1:23.7 T1 T1 B1 ST2 ST1 ST1 A B C D E F G J I H 4x4 2x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 9-0-0 9-0-0 -2-0-0 2-0-0 4-6-0 4-6-0 9-0-0 4-6-0 11-0-0 2-0-0 0- 4 - 1 2- 2 - 9 0- 4 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-0-0. (lb) - Max HorzB=48(LC 12) Max Uplift All uplift 100 lb or less at joint(s) I, J, H except B=-128(LC 4), F=-132(LC 5) Max Grav All reactions 250 lb or less at joint(s) I, J, H except B=363(LC 1), F=363(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) I, J, H except (jt=lb) B=128, F=132. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss HF01 Truss Type Lay-In Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-X5IqjM78A3xjxb6iJHi6?SytF4aMpETdfLd7_WztILL Scale = 1:29.4 W1 T1 W2 B1 B2 ST1 A B C G F E D 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1-8-0 1-8-0 4-1-8 2-5-8 4-1-8 4-1-8 5- 4 - 6 2- 8 - 7 2- 7 - 1 5 5- 4 - 6 13.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-1-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) G, D, E Max Grav All reactions 250 lb or less at joint(s) G, D, F, E FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, D, E. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D, E. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss HF02 Truss Type Lay-In Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-?HsCxi7nxN3aYkhus?DLXfU2?UwbYhjmu?MgWyztILK Scale = 1:29.4 W1 T1 W2 B1 B2 ST1 A B C G F E D 1.5x4 1.5x4 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1-8-0 1-8-0 4-1-8 2-5-8 4-1-8 4-1-8 5- 4 - 6 2- 8 - 7 2- 7 - 1 5 5- 4 - 6 13.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.05 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-1-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-1-8. (lb) - Max Uplift All uplift 100 lb or less at joint(s) G, D, E Max Grav All reactions 250 lb or less at joint(s) G, D, F, E FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, D, E. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D, E. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss A04 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-TUPa828PihBRAuF5Qika4t11?tBhH_yw7f6D3OztILJ Scale = 1:73.9 T2 T3 B1 B2 B3 B4 B5 W7 W6 W5 W9W11 W8 W11 W10 W4 W1 W3 W2 T1 T4 A B C D E F G H I R Q P O N M L K J S 7x10 6x8 5x6 2x4 4x6 4x6 6x8 2x4 2x4 3x4 7x10 5x6 5x6 3x10 4x6 3x4 7-6-0 7-6-0 14-6-8 7-0-8 15-0-0 0-5-8 19-0-0 4-0-0 26-6-0 7-6-0 32-3-0 5-9-0 38-0-0 5-9-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 19-0-0 4-0-0 26-6-0 7-6-0 32-3-0 5-9-0 38-0-0 5-9-0 40-0-0 2-0-0 4- 3 - 1 0 12 - 2 - 1 0 4- 3 - 1 0 8- 9 - 8 4- 0 - 0 5.00 12 5.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-2-8], [G:0-3-0,0-3-4], [H:0-2-12,0-2-8], [M:0-8-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.35 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.03 0.04 (loc) M-N M-N J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W8,W4,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: O-P. WEBS 1 Row at midpt C-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) R=893/0-5-8 (min. 0-1-8), J=1311/0-5-8 (min. 0-1-8), P=1862/0-5-8 (min. 0-2-0) Max HorzR=155(LC 8) Max UpliftR=-203(LC 9), J=-367(LC 9), P=-348(LC 8) Max GravR=893(LC 19), J=1311(LC 1), P=1862(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-541/223, C-D=-123/306, D-E=-23/293, E-F=-1007/330, F-G=-1526/500, G-H=-904/289, B-R=-848/228, H-J=-1275/385 BOT CHORD Q-S=-161/395, P-S=-161/395, O-P=-1427/209, D-O=-465/196, N-O=-9/874, M-N=-347/1549, F-M=-265/107 WEBS K-M=-207/888, G-M=-109/632, G-K=-960/303, B-Q=-159/415, H-K=-216/909, C-P=-554/233, E-N=-131/498, F-N=-650/316, E-O=-1130/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) R=203, J=367, P=348. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss A05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-xgzzMO91T_JIo2qH_QFpc4aA?HXs0Ro3MJrnbrztILI Scale = 1:71.7 T2 T3 B1 B2 B3 B4 B5 W7 W6 W5 W9W11 W8 W11 W10 W1 W4 W3 T1 T4 W2 A B C D E F G P O N M L K J I HQ 7x10 6x8 5x8 2x4 4x4 4x6 6x8 2x4 2x4 3x4 7x10 6x8 5x6 3x10 3x4 4x6 7-6-0 7-6-0 14-6-8 7-0-8 15-0-0 0-5-8 19-0-0 4-0-0 26-6-0 7-6-0 32-3-0 5-9-0 38-0-0 5-9-0 7-6-0 7-6-0 15-0-0 7-6-0 19-0-0 4-0-0 26-6-0 7-6-0 32-3-0 5-9-0 38-0-0 5-9-0 4- 3 - 1 0 12 - 2 - 1 0 4- 3 - 1 0 8- 9 - 8 4- 0 - 0 5.00 12 5.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-8], [F:0-4-0,0-3-0], [K:0-8-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.35 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.18 0.03 0.04 (loc) K-L K-L H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W8,W4,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: M-N. WEBS 1 Row at midpt B-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) P=696/0-5-8 (min. 0-1-8), H=1118/0-5-8 (min. 0-1-8), N=1882/0-5-8 (min. 0-2-0) Max HorzP=-138(LC 13) Max UpliftP=-165(LC 9), H=-297(LC 9), N=-360(LC 8) Max GravP=696(LC 19), H=1118(LC 1), N=1882(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-554/195, B-C=-127/273, C-D=-26/261, D-E=-1020/321, E-F=-1551/488, F-G=-924/267, A-P=-650/189, G-H=-1080/315 BOT CHORD O-Q=-165/417, N-Q=-165/417, M-N=-1425/217, C-M=-461/195, L-M=-35/886, K-L=-369/1574 WEBS I-K=-226/924, F-K=-112/619, F-I=-994/322, A-O=-150/427, G-I=-229/928, D-L=-129/506, B-N=-585/238, E-L=-663/313, D-M=-1126/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=165, H=297, N=360. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C04 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-PsXLZkAfEIR9PCPTY7m29I6Ulhxwl2bDazbK7HztILH Scale = 1:15.3 T1 T1 B1 W1 A B C D 3x4 4x4 3x4 1.5x4 4-1-8 4-1-8 8-3-0 4-1-8 4-1-8 4-1-8 8-3-0 4-1-8 0- 5 - 1 5 2- 2 - 9 0- 5 - 1 5 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.00 (loc) D C-D C D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=398/Mechanical, C=398/Mechanical Max HorzA=-34(LC 13) Max UpliftA=-76(LC 8), C=-76(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-536/77, B-C=-536/77 BOT CHORD A-D=-42/433, C-D=-42/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, C. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C05 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-t35jm4BH?cZ01M_g5rIHhVfjK5HzUQ2MpdLufjztILG Scale: 3/4"=1' W4 T1 T2 T2 T1 W4 B1 W3 W2 W3 W1 W2 W1 A B C D E I H G F 1.5x4 5x6 5x6 4x4 5x6 5x6 1.5x4 4x8 4x8 1-8-10 1-8-10 2-1-13 0-5-3 4-1-8 1-11-11 6-1-3 1-11-11 6-6-6 0-5-3 8-3-0 1-8-10 1-8-10 1-8-10 4-1-8 2-4-14 6-6-6 2-4-14 8-3-0 1-8-10 1- 0 - 1 4 2- 2 - 9 1- 0 - 1 4 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.12 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.01 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=390/Mechanical, F=390/Mechanical Max HorzI=20(LC 12) Max UpliftI=-75(LC 8), F=-75(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-370/78, A-B=-813/134, B-C=-701/119, C-D=-701/119, D-E=-813/134, E-F=-370/78 BOT CHORD G-H=-64/389 WEBS E-G=-143/865, B-H=-521/129, A-H=-143/865, C-H=-52/295, D-G=-521/129, C-G=-52/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C06 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-LFf5_QBvmvhsfWZsfYpWEjBsxUWzDwtW2H4RCAztILF Scale = 1:15.1 W1 T1 W1 B1 W2 W2 A B C E D F G 3x4 1.5x4 1.5x4 3x4 3x4 8-3-0 8-3-0 4-1-8 4-1-8 8-3-0 4-1-8 1- 1 0 - 1 4 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.45 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.36 0.01 0.00 (loc) D-E D-E D E l/defl >454 >267 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 8-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=390/Mechanical, D=390/Mechanical Max UpliftE=-96(LC 4), D=-96(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD D-E=-195/505 WEBS B-E=-545/210, B-D=-545/210 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job QB - Benson Addition Truss C07 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.310 s Oct 30 2019 Print: 8.310 s Oct 30 2019 MiTek Industries, Inc. Tue Jan 21 13:33:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Y_DiwypqEiAdypXiXRa23cztL1S-pRDTBlCXXDqjHf82DGKlnwk1UusFyOkfGxq_kcztILE Scale = 1:16.8 W1 T1 W1 B1 W2 W2 A B C E D F G 3x4 1.5x4 1.5x4 3x4 3x4 8-3-0 8-3-0 4-1-8 4-1-8 8-3-0 4-1-8 2- 8 - 1 4 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.24 0.45 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.36 0.00 0.00 (loc) D-E D-E D E l/defl >454 >267 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 8-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=390/Mechanical, D=390/Mechanical Max UpliftE=-96(LC 4), D=-96(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD D-E=-130/336 WEBS B-E=-395/152, B-D=-395/152 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard