The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 21-00332 - 1130 Stone Drive - New SFR.PDFJob QB - GENTA Truss A01 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:43 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-c7UDkfKTFIh2Qv7wlT6z93_WGcflxQM78D3i92zGjEg Scale = 1:56.2 T2 T2 B1 B4 W2 W1 W1 W3 W4 W7 W6 W5 T1 T1 B2 A B C D E F G H N M L K I J O P 5x6 4x6 5x8 4x6 7x10 5x8 6x8 4x4 8x12 1.5x4 6x8 10-0-0 10-0-0 20-0-0 10-0-0 22-6-0 2-6-0 26-11-0 4-5-0 28-11-0 2-0-0 31-0-0 2-1-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 26-11-0 4-5-0 28-11-0 2-0-0 31-0-0 2-1-0 32-0-0 1-0-0 0-4-37-10-38-6-50-6-40-8-21-6-26.00 12 5.00 12 Plate Offsets (X,Y)-- [E:0-4-0,Edge], [F:2-9-5,0-2-3], [M:0-4-0,0-3-0], [N:0-4-0,0-3-4] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.98 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.59 0.20 0.12 (loc) M-N M-N G L l/defl >893 >619 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 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* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 2-2-0 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=1694/0-5-8 (min. 0-1-13), G=1600/0-5-8 (min. 0-1-8) Max HorzB=154(LC 12) Max UpliftB=-342(LC 8), G=-322(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2667/473, C-D=-2315/463, D-E=-2409/495, E-F=-2631/507, F-G=-3053/508 BOT CHORD B-N=-446/2254, N-O=-166/1516, O-P=-166/1516, M-P=-166/1516, L-M=-339/2462, K-L=-540/3356, I-K=-518/3257, I-J=-498/122, G-I=-356/2462 WEBS C-N=-601/303, D-N=-199/783, D-M=-236/912, E-M=-785/327, E-L=-55/273, J-L=-933/210 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) G considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint B and 322 lb uplift at joint G. 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 - GENTA Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-4K2bx?K50cpv12i7JAdCiHWlV0BlgztGNtoFiUzGjEf Scale = 1:56.9 T2 T2 B1 W1 W2 W1 W2 ST10 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 T1 T1 B1B2 A B C D E F G V U T S R Q P O N M L K J I H AO AP 4x8 2x4 4x4 5x6 5x6 7x10 7x10 4x4 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 32-0-0 2-0-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [B:0-1-8,Edge], [D:0-2-0,0-0-4], [F:0-1-8,Edge], [L:0-3-0,0-3-0], [R:0-3-0,0-3-0] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.22 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.01 0.01 (loc) B-V B-V F B-V l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 198 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-L, D-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max HorzB=150(LC 12) Max Uplift All uplift 100 lb or less at joint(s) U, V, I, H except B=-130(LC 8), R=-335(LC 8), L=-304(LC 9), F=-164(LC 9) Max Grav All reactions 250 lb or less at joint(s) O, P, Q, S, T, U, V, N, M, K, J, I, H except B=536(LC 19), R=880(LC 1), L=868(LC 1), F=555(LC 20), F=543(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-375/114, C-D=-23/297, D-E=-13/294, E-F=-374/96 WEBS D-L=-430/71, E-L=-625/315, D-R=-435/90, C-R=-633/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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 100 lb uplift at joint(s) U, V, I, H except (jt=lb) B=130, R=335, L=304, F=164. 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 - GENTA Truss B02 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-YWc_8LLjnvxmfCHJtu8REU3vQQSbPOlQcXYoExzGjEe Scale = 1:53.6 T2 T2 B1 W1 W2 W1 W2T1 T1 B1B2 A B C D E F G I HJ K 5x6 4x6 5x8 5x8 7x10 7x10 4x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 32-0-0 2-0-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [H:0-4-0,0-3-0], [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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.57 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.51 0.08 0.08 (loc) H-I H-I F B-I l/defl >891 >690 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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 2-2-0 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=1640/0-5-8 (min. 0-1-12), F=1640/0-5-8 (min. 0-1-12) Max HorzB=150(LC 12) Max UpliftB=-335(LC 8), F=-335(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2549/461, C-D=-2196/451, D-E=-2196/451, E-F=-2549/461 BOT CHORD B-I=-439/2150, I-J=-156/1411, J-K=-156/1411, H-K=-156/1411, F-H=-289/2150 WEBS D-H=-202/778, E-H=-604/304, D-I=-202/778, C-I=-604/304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) B=335, F=335. 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 - GENTA Truss B03 Truss Type Roof Special Qty 9 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-YWc_8LLjnvxmfCHJtu8REU3yDQP1PMoQcXYoExzGjEe Scale = 1:52.1 T2 T2 B1 B1 W1 W2 W3 W4 W5 W2 W3W4 W5 T1 T3 A B C D E F G H M L K J I 5x6 4x6 5x6 4x8 6x8 4x8 4x4 4x4 1.5x4 4x4 4x4 1.5x4 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 0-4-37-10-30-4-33-7-106.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-2-6,0-0-8], [D:0-3-0,0-3-4], [F:0-3-0,0-3-4], [H:0-2-6,0-0-8] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.73 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.72 0.54 0.24 (loc) K J-K H K l/defl >696 >493 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-12 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=1648/0-5-8 (min. 0-1-11), H=1440/0-5-8 (min. 0-1-8) Max HorzB=167(LC 8) Max UpliftB=-336(LC 8), H=-271(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4650/884, C-D=-4101/743, D-E=-3163/507, E-F=-3162/526, F-G=-4130/625, G-H=-4798/825 BOT CHORD B-M=-876/4116, L-M=-879/4131, K-L=-660/3702, J-K=-438/3726, I-J=-692/4275, H-I=-693/4269 WEBS E-K=-350/2363, F-K=-948/347, F-J=-33/261, G-J=-609/272, D-K=-925/335, D-L=-20/257, C-L=-493/211 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) B, H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=336, H=271. 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 - GENTA Truss B04 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-0iAMMhMLXD4dHMsVQbfgnic9sqm48p7ZrBHMmNzGjEd Scale = 1:54.4 T2 T2 B1 B1 W1 W2 W3 W4 W5 W2 W3W4 W5 T1 T1 A B C D E F G H I N M L K J 4x6 4x8 6x8 4x8 3x4 4x4 5x6 1.5x4 3x4 4x4 5x6 1.5x4 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 32-0-0 2-0-0 0-4-37-10-30-4-33-7-106.00 12 3.00 12 Plate Offsets (X,Y)-- [B:0-2-6,0-0-8], [C:0-3-0,0-3-0], [G:0-3-0,0-3-0], [H:0-2-6,0-0-8] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.68 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.70 0.53 0.23 (loc) L L-M H L l/defl >711 >504 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-10 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=1640/0-5-8 (min. 0-1-11), H=1640/0-5-8 (min. 0-1-11) Max HorzB=150(LC 8) Max UpliftB=-335(LC 8), H=-335(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4618/866, C-D=-4079/725, D-E=-3133/485, E-F=-3133/504, F-G=-4079/571, G-H=-4618/728 BOT CHORD B-N=-843/4087, M-N=-844/4102, L-M=-629/3689, K-L=-399/3689, J-K=-564/4102, H-J=-564/4087 WEBS E-L=-329/2330, F-L=-938/343, F-K=-21/254, G-K=-484/226, D-L=-938/339, D-M=-17/254, C-M=-484/208 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) B, H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=335, H=335. 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 - GENTA Truss B05 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-0iAMMhMLXD4dHMsVQbfgnic6hqlH8mpZrBHMmNzGjEd Scale = 1:54.1 T2 T3 B1 B3 B2 W9 W4 W7 W1 W5 W6 W3 W2 W8 W10T1 T4 A B C D E F G H P O NM L K J I 5x8 4x6 4x6 1.5x4 8x12 4x8 1.5x4 3x4 4x4 1.5x4 4x4 7x10 5x6 1.5x4 7-6-0 7-6-0 11-3-0 3-9-0 15-0-0 3-9-0 15-5-8 0-5-8 20-0-0 4-6-8 25-0-0 5-0-0 30-0-0 5-0-0 -2-0-0 2-0-0 7-6-0 7-6-0 11-3-0 3-9-0 15-0-0 3-9-0 15-5-8 0-5-8 20-0-0 4-6-8 25-0-0 5-0-0 30-0-0 5-0-0 0-4-37-10-30-4-33-7-36.00 12 3.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [G:0-3-0,0-3-0], [H:0-2-6,0-0-8], [K:0-4-12,0-2-8] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.73 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.56 0.37 0.18 (loc) J J-K H J l/defl >890 >629 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 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* B3: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-6-11 oc purlins. 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.(lb/size) B=1648/0-5-8 (min. 0-1-12), H=1440/0-5-8 (min. 0-1-8) Max HorzB=167(LC 12) Max UpliftB=-336(LC 8), H=-271(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2559/436, C-D=-2055/407, D-E=-3030/493, E-F=-3176/524, F-G=-4142/629, G-H=-4793/827 BOT CHORD B-P=-426/2143, O-P=-426/2141, K-L=-434/3727, J-K=-439/3743, I-J=-692/4273, H-I=-694/4263 WEBS F-L=-949/347, F-J=-31/258, E-L=-352/2341, D-O=-1154/139, C-O=-578/209, L-O=-380/2344, D-L=-17/1026, G-J=-600/266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) H considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=336, H=271. 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 - GENTA Truss B06 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-UvkkZ0NzIXCUuWRh_IAvJv8FqEC?tIpj3r1vIpzGjEc Scale = 1:53.2 T2 T3 B1 B2 B3 W4 W2 W1 W3 W5T1 T4 A B C D E F I H G 7x10 7x10 7x10 3x4 5x6 4x4 5x8 1.5x4 7-8-12 7-8-12 15-0-0 7-3-4 22-6-0 7-6-0 30-0-0 7-6-0 -2-0-0 2-0-0 7-8-12 7-8-12 15-0-0 7-3-4 22-6-0 7-6-0 30-0-0 7-6-0 0-4-37-10-30-4-31-9-136.00 12 3.00 12 Plate Offsets (X,Y)-- [F:0-3-10,0-1-14] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.32 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.17 0.03 0.07 (loc) F-G B-I H F-G l/defl >951 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 6-0-0 oc bracing. WEBS 1 Row at midpt C-H, D-H, E-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-0-0 except (jt=length) B=0-5-8. (lb) - Max HorzB=168(LC 8) Max Uplift All uplift 100 lb or less at joint(s) F except B=-131(LC 8), H=-433(LC 8), G=-198(LC 9) Max Grav All reactions 250 lb or less at joint(s) except B=617(LC 1), F=292(LC 20), H=1852(LC 1), H=1852(LC 1), G=710(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-507/94, C-D=-153/784, D-E=-127/777, E-F=-139/333 BOT CHORD B-I=-98/354, H-I=-97/340 WEBS C-I=0/326, C-H=-1047/367, D-H=-1121/262, E-H=-496/169, E-G=-552/275 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) B=131, H=433, G=198. 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 - GENTA Truss B07 Truss Type Common Qty 6 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-UvkkZ0NzIXCUuWRh_IAvJv8FqEB3tIij3r1vIpzGjEc Scale = 1:51.8 T2 T3 B1 B2 B3 W4 W2 W1 W3 W5T1 T4 A B C D E F I H G 7x10 7x10 7x10 3x4 5x6 3x6 5x8 1.5x4 7-8-12 7-8-12 15-0-0 7-3-4 15-2-12 0-2-12 22-6-0 7-3-4 30-0-0 7-6-0 -2-0-0 2-0-0 7-8-12 7-8-12 15-0-0 7-3-4 22-6-0 7-6-0 30-0-0 7-6-0 0-4-37-10-30-4-31-9-136.00 12 3.00 12 Plate Offsets (X,Y)-- [F:0-2-8,0-1-8] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.38 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.04 0.07 (loc) F-G B-I H F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 6-0-0 oc bracing. WEBS 1 Row at midpt C-H, D-H, E-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=582/0-5-8 (min. 0-1-8), F=387/Mechanical, H=2135/0-5-8 (min. 0-2-4) Max HorzB=168(LC 8) Max UpliftB=-135(LC 8), F=-162(LC 9), H=-402(LC 8) Max GravB=627(LC 19), F=587(LC 20), H=2135(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-556/163, C-D=-145/851, D-E=-119/853, E-F=-790/411 BOT CHORD B-I=-135/399, H-I=-137/383, G-H=-345/592, F-G=-342/595 WEBS C-I=0/299, C-H=-1068/373, D-H=-1190/255, E-H=-969/342, E-G=0/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=135, F=162, H=402. 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 - GENTA Truss B08 Truss Type Common Qty 5 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:48 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-z5H6nMOb3qKLWg0uY0h8s7hQvdXOclLsIVmSrGzGjEb Scale = 1:53.6 T2 T2 B1 W3W3 W1 W2 W2 T1 T3 B2 A B C D E F J I H G 7x10 7x10 7x10 3x6 3x4 1.5x4 1.5x4 3x10 3x6 7-6-0 7-6-0 15-0-0 7-6-0 15-2-12 0-2-12 22-6-0 7-3-4 30-0-0 7-6-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-1-8], [F:0-2-8,0-1-8] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.37 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.02 0.07 (loc) F-G F-G F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 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 6-0-0 oc bracing. WEBS 1 Row at midpt D-I, C-I, E-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=684/0-5-8 (min. 0-1-8), I=1933/0-5-8 (min. 0-2-1), F=487/Mechanical Max HorzB=168(LC 8) Max UpliftB=-177(LC 8), I=-318(LC 8), F=-135(LC 9) Max GravB=775(LC 19), I=1933(LC 1), F=567(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-710/125, C-D=-59/629, D-E=-30/627, E-F=-745/172 BOT CHORD B-J=-138/515, I-J=-139/513, H-I=-70/552, G-H=-70/552, F-G=-69/555 WEBS E-G=0/278, C-J=0/270, D-I=-1001/181, C-I=-894/323, E-I=-964/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) except (jt=lb) B=177, I=318, F=135. 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 - GENTA Truss B09 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-RHrU_iODq8SC8qb46jCNPKEcB1r6LE7?X8W0NizGjEa Scale = 1:56.4 T2 T2 B1 W1 W2 W1 W2 ST10 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 T1 T3 B1B2 A B C D E F U T S R Q P O N M L K J I H G AN AO 4x8 2x4 4x6 5x6 5x6 7x10 7x10 4x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 0-4-37-10-30-4-36.00 12 Plate Offsets (X,Y)-- [B:0-0-12,Edge], [D:0-2-0,0-0-4], [F:0-0-12,Edge], [K:0-3-0,0-3-0], [Q:0-3-0,0-3-0] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.40 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 0.01 0.01 (loc) F-G F-G F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-K, D-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max HorzB=168(LC 12) Max Uplift All uplift 100 lb or less at joint(s) T, U, H, G, F except B=-127(LC 8), Q=-338(LC 8), K=-314(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, O, P, R, S, T, U, M, L, J, I, H, G except B=536(LC 19), Q=879(LC 1), K=878(LC 1), F=292(LC 20), F=280(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-374/100, C-D=-25/297, D-E=-12/295, E-F=-374/82 WEBS D-K=-431/75, E-K=-634/319, D-Q=-434/93, C-Q=-633/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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 100 lb uplift at joint(s) T, U, H, G, F except (jt=lb) B=127, Q=338, K=314. 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 - GENTA Truss C01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:50 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-vUPtC2PsbSa3lzAGfRkcxYmtKRGn4jl9loFZv8zGjEZ Scale = 1:44.2 T1 T1 B1 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 B1 A B C D E F G H I J K L M N O Z Y X W V U T S R Q P 4x4 3x4 5x6 3x4 24-0-0 24-0-0 -2-0-0 2-0-0 12-0-0 12-0-0 24-0-0 12-0-0 26-0-0 2-0-0 0-4-36-4-30-4-36.00 12 Plate Offsets (X,Y)-- [B:0-2-10,0-1-8], [N:0-2-10,0-1-8], [U:0-3-0,0-3-0] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.12 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.00 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 121 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 24-0-0. (lb) - Max HorzB=-124(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, V, W, X, Y, Z, T, S, R, Q, P, N Max Grav All reactions 250 lb or less at joint(s) U, V, W, X, Y, Z, T, S, R, Q, P except B=372(LC 1), N=372(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 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 requires continuous bottom chord bearing. 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) B, V, W, X, Y, Z, T, S, R, Q, P, N. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B. 11) 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 - GENTA Truss C02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:50 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-vUPtC2PsbSa3lzAGfRkcxYmr6RC44gH9loFZv8zGjEZ Scale = 1:44.2 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E F GIHJ K 4x6 4x4 5x6 3x4 1.5x4 1.5x4 4x4 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -2-0-0 2-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 26-0-0 2-0-0 0-4-36-4-30-4-36.00 12 Plate Offsets (X,Y)-- [I:0-3-0,0-3-0] 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.36 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.23 0.05 0.05 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 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 4-5-12 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=1346/0-5-8 (min. 0-1-8), F=1346/0-5-8 (min. 0-1-8) Max HorzB=-124(LC 9) Max UpliftB=-280(LC 8), F=-280(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1989/356, C-D=-1708/347, D-E=-1708/347, E-F=-1989/356 BOT CHORD B-I=-335/1668, I-J=-116/1105, J-K=-116/1105, H-K=-116/1105, F-H=-211/1668 WEBS D-H=-150/589, E-H=-463/237, D-I=-150/589, C-I=-463/237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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) B=280, F=280. 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 - GENTA Truss C03 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-NgzFPOQUMlivN7kTD8FrUlJ2frVkpzKI_S?7RazGjEY Scale = 1:39.8 T1 T1 B1 W1 W2 W3 W4 W5 W2W3 W4W5 B1 A B C D E F G L K J I H M N O P Q R 3x10 4x6 3x10 7x10 3x6 4x4 3x4 2x4 3x6 4x4 3x4 2x4 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 16-0-0 4-0-0 20-0-0 4-0-0 24-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 16-0-0 4-0-0 20-0-0 4-0-0 24-0-0 4-0-0 0-4-36-4-30-4-36.00 12 Plate Offsets (X,Y)-- [A:0-2-9,0-1-8], [G:0-2-9,0-1-8], [J:0-5-0,0-4-8] 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 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.30 0.52 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.23 0.07 0.09 (loc) I-J I-J G J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=4176/0-5-8 (min. 0-2-4), G=4273/0-5-8 (min. 0-2-4) Max HorzA=105(LC 38) Max UpliftA=-1041(LC 8), G=-1120(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-8090/2012, B-C=-6671/1683, C-D=-5075/1333, D-E=-5075/1333, E-F=-6744/1752, F-G=-8227/2143 BOT CHORD A-M=-1845/7134, L-M=-1845/7134, L-N=-1845/7134, K-N=-1845/7134, K-O=-1485/5906, J-O=-1485/5906, J-P=-1451/5971, I-P=-1451/5971, I-Q=-1858/7256, H-Q=-1858/7256, H-R=-1858/7256, G-R=-1858/7256 WEBS D-J=-1088/4138, E-J=-2123/667, E-I=-523/1884, F-I=-1447/463, F-H=-283/1095, C-J=-2031/581, C-K=-432/1787, B-K=-1384/401, B-L=-227/1038 NOTES- 1) 2-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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1041, G=1120. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 541 lb down and 147 lb up at 2-0-12 , 541 lb down and 147 lb up at 4-0-12, 541 lb down and 147 lb up at 6-0-12, 541 lb down and 147 lb up at 8-0-12, 541 lb down and 147 lb up at 10-0-12, 573 lb down and 176 lb up at 12-0-12, 573 lb down and 176 lb up at 14-0-12, 573 lb down and 176 lb up at 16-0-12, 573 lb down and 176 lb up at 18-0-12, and 573 lb down and 176 lb up at 20-0-12, and 573 lb down and 176 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job QB - GENTA Truss C03 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:51 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-NgzFPOQUMlivN7kTD8FrUlJ2frVkpzKI_S?7RazGjEY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: J=-573(F) I=-573(F) H=-573(F) K=-541(F) L=-541(F) M=-541(F) N=-541(F) O=-541(F) P=-573(F) Q=-573(F) R=-573(F) Job QB - GENTA Truss D01 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-NgzFPOQUMlivN7kTD8FrUlJzErZJp9oI_S?7RazGjEY Scale = 1:30.1 T1 T1 B1 W3 W2 W1 ST2 ST3ST1 ST4 ST1 A B C D E F H G 4x6 3x4 4x4 3x4 3x4 4-10-8 4-10-8 7-6-0 2-7-8 15-0-0 7-6-0 -2-0-0 2-0-0 4-10-8 4-10-8 7-6-0 2-7-8 15-0-0 7-6-0 17-0-0 2-0-0 0-4-34-1-30-4-36.00 12 Plate Offsets (X,Y)-- [E:0-1-12,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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.29 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.00 0.06 (loc) E-G E-G E E-G l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 73 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 6-0-0 oc purlins. 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.(lb/size) B=434/0-3-0 (min. 0-1-8), E=682/0-3-0 (min. 0-1-8), H=697/0-3-0 (min. 0-1-8) Max HorzB=84(LC 8) Max UpliftB=-122(LC 8), E=-182(LC 9), H=-112(LC 8) Max GravB=439(LC 19), E=682(LC 1), H=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-359/141, D-E=-477/100 BOT CHORD E-G=0/289 WEBS C-H=-689/138, C-G=-37/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=122, E=182, H=112. 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 - GENTA Truss D02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-rsXdckR673qm?HJfnsm40zs8_FvYYc2SD6kg_1zGjEX Scale = 1:30.1 T1 T1 B1 W3 W2 W1 A B C D E F H G 4x6 3x4 4x4 3x4 1.5x4 3x4 4-10-8 4-10-8 7-6-0 2-7-8 15-0-0 7-6-0 -2-0-0 2-0-0 4-10-8 4-10-8 7-6-0 2-7-8 15-0-0 7-6-0 17-0-0 2-0-0 0-4-34-1-30-4-36.00 12 Plate Offsets (X,Y)-- [E:0-1-12,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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.29 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.00 0.06 (loc) E-G E-G E E-G l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 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 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.(lb/size) B=434/0-3-0 (min. 0-1-8), E=682/0-3-0 (min. 0-1-8), H=697/0-3-0 (min. 0-1-8) Max HorzB=84(LC 8) Max UpliftB=-122(LC 8), E=-182(LC 9), H=-112(LC 8) Max GravB=439(LC 19), E=682(LC 1), H=697(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-359/141, D-E=-477/100 BOT CHORD E-G=0/289 WEBS C-H=-689/138, C-G=-37/407 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph 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 100 lb uplift at joint(s) except (jt=lb) B=122, E=182, H=112. 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 - GENTA Truss E01 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Fri May 14 14:50:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:wp6opHy6KX0zFErc0pA6yvzGkWU-rsXdckR673qm?HJfnsm40zsDGFzZYeESD6kg_1zGjEX Scale = 1:17.0 T1 T1 B1 W1 A B C D E F 4x4 2x4 2x4 1.5x4 2-6-0 2-6-0 5-0-0 2-6-0 -2-0-0 2-0-0 2-6-0 2-6-0 5-0-0 2-6-0 7-0-0 2-0-0 0-4-31-7-30-4-36.00 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 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 -0.00 (loc) F F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 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 5-0-0 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=417/0-3-0 (min. 0-1-8), D=417/0-3-0 (min. 0-1-8) Max HorzB=40(LC 8) Max UpliftB=-112(LC 8), D=-112(LC 9) 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 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 studs spaced at 2-0-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=112, D=112. 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