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HomeMy WebLinkAboutTRUSS SPECS - 22-00080 - 1053 Cypress Loop - New SFRJob TODD SHIRLEY - CARMACK Truss A01 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. Tue Jul 27 17:02:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-vDW6Zh39dyNnRWZH?PS0yLPoMc5NtBqfM51mMnytzGm Scale = 1:42.7 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 24-0-0 24-0-0 -1-6-0 1-6-0 12-0-0 12-0-0 24-0-0 12-0-0 25-6-0 1-6-0 0-4-57-4-50-4-57.00 12 0-3-0Plate Offsets (X,Y)-- [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 0.15 0.06 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a 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 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=207(LC 7) 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=287(LC 1), N=287(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 TODD SHIRLEY - CARMACK Truss A02 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. Tue Jul 27 17:02:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-NP4Um14oOGVe3g8TY6_FUZyvw0M5ceyoblnKuDytzGl Scale = 1:42.7 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E F G I HJ K 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-6-0 1-6-0 0-4-57-4-50-4-57.00 12 0-3-0Plate 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 0.42 0.35 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.22 0.04 0.04 (loc) H-I H-I F B-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-14 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=1305/0-5-8 (min. 0-1-8), F=1305/0-5-8 (min. 0-1-8) Max HorzB=-207(LC 6) Max UpliftB=-261(LC 8), F=-261(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1822/321, C-D=-1573/347, D-E=-1573/348, E-F=-1822/321 BOT CHORD B-I=-305/1468, I-J=-90/960, J-K=-90/960, H-K=-90/960, F-H=-165/1457 WEBS D-H=-174/627, E-H=-454/253, D-I=-174/627, C-I=-454/252 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=261, F=261. 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 TODD SHIRLEY - CARMACK Truss A03 Truss Type Common Qty 18 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:02:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-NP4Um14oOGVe3g8TY6_FUZyvg0MncemoblnKuDytzGl Scale = 1:40.1 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H GI J 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 0-4-57-4-50-4-57.00 12 0-3-0Plate Offsets (X,Y)-- [H: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 0.44 0.37 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.21 0.04 0.06 (loc) G-H G-H F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-6 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) F=1148/Mechanical, B=1311/0-5-8 (min. 0-1-8) Max HorzB=199(LC 5) Max UpliftF=-211(LC 9), B=-262(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1832/322, C-D=-1583/349, D-E=-1604/360, E-F=-1852/334 BOT CHORD B-H=-321/1466, H-I=-106/970, I-J=-106/970, G-J=-106/970, F-G=-209/1490 WEBS D-G=-187/654, E-G=-469/259, D-H=-174/625, C-H=-454/252 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) 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) F=211, B=262. 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 TODD SHIRLEY - CARMACK Truss A04 Truss Type Common Qty 7 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:02:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-rces_N5Q9ZdVhqjg6qVU1mU4QQi0L50ypPWtRgytzGk Scale = 1:40.1 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H GI J 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 0-4-57-4-50-4-57.00 12 0-3-0Plate Offsets (X,Y)-- [H: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 0.44 0.37 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.21 0.04 0.06 (loc) G-H G-H F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 104 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* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-6 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) F=1148/0-5-8 (min. 0-1-8), B=1311/0-5-8 (min. 0-1-8) Max HorzB=199(LC 5) Max UpliftF=-211(LC 9), B=-262(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1832/322, C-D=-1583/349, D-E=-1604/360, E-F=-1852/334 BOT CHORD B-H=-321/1466, H-I=-106/970, I-J=-106/970, G-J=-106/970, F-G=-209/1490 WEBS D-G=-187/654, E-G=-469/259, D-H=-174/625, C-H=-454/252 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) F=211, B=262. 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 TODD SHIRLEY - CARMACK Truss A05 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. Tue Jul 27 17:02:55 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-rces_N5Q9ZdVhqjg6qVU1mU4gQkmL4AypPWtRgytzGk Scale = 1:42.7 T1 T1 B1 W1 W2 W1 W2 B2 ST7 ST5 ST6 ST4 ST2 ST1 ST5 ST6 ST8 ST2 ST1 ST3 ST3 A B C D E F G O N M L K I H J AD 6-0-0 6-0-0 8-0-0 2-0-0 10-2-0 2-2-0 16-0-0 5-10-0 24-0-0 8-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-6-0 1-6-0 0-4-57-4-50-4-57.00 12 0 -2 -4 0-3-00-3-80-3 -8 0-2-4 Plate Offsets (X,Y)-- [B:0-2-4,0-1-8], [C:0-3-8,0-3-0], [D:0-2-0,0-0-0], [E:0-3-8,0-3-0], [F:0-2-4,0-1-8], [I:0-2-0,0-0-0], [L:0-3-0,0-3-0], [L:0-2-0,0-0-0] 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 0.42 0.20 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.02 (loc) F-H F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 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* W2: 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. WEBS 1 Row at midpt D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-5-8 except (jt=length) F=0-5-8, J=0-3-8. (lb) - Max HorzB=-207(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, O except L=-312(LC 8), F=-210(LC 9), K=-464(LC 14) Max Grav All reactions 250 lb or less at joint(s) N, O, M except B=383(LC 19), L=1218(LC 1), F=858(LC 1), J=626(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-16/376, D-E=-703/257, E-F=-990/219 BOT CHORD K-L=-16/250, J-K=-16/250, J-AD=-16/250, I-AD=-16/250, H-I=-78/749, F-H=-79/747 WEBS D-I=-192/569, E-I=-527/237, D-L=-898/155, C-L=-485/265 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) B, O except (jt=lb) L=312, F=210, K=464. 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 TODD SHIRLEY - CARMACK Truss B01 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. Tue Jul 27 17:02:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-JoCEBj52wtlMI_HsgX0ja_1Jcq7Z4aA523GQz6ytzGj Scale = 1:27.0 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 14-0-0 14-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 15-6-0 1-6-0 0-4-54-5-50-4-57.00 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-SH 0.15 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 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 14-0-0. (lb) - Max HorzB=-131(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) L, M, N, K, J except B=309(LC 1), H=309(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, H, M, N, K, J. 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 TODD SHIRLEY - CARMACK Truss C01 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. Tue Jul 27 17:02:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-o_mcP36ggBuDw8s2EFXy6BaOwEIEpsyEHj?_VYytzGi Scale = 1:77.9 T2 T3 T4 T5 B1 B2 B4 W12 W13W10 W11 W2 W1 W4 W5W8 W9 W3 W6 W7 T1 B3 A B C D E F G H I P O N M L K J Q R S T U V 8-0-0 8-0-0 8-2-12 0-2-12 13-9-4 5-6-8 19-6-9 5-9-4 23-6-0 3-11-7 29-4-13 5-10-13 35-3-10 5-10-13 39-0-0 3-8-6 46-0-0 7-0-0 4-10-10 4-10-10 8-0-0 3-1-6 13-9-4 5-9-4 19-6-9 5-9-4 23-6-0 3-11-7 29-4-13 5-10-13 35-3-10 5-10-13 39-0-0 3-8-6 46-0-0 7-0-0 0-3-156-10-29-1-132-3-39-4-130-3-130-2-04.00 12 7.00 12 2.00 12 0-5-00-3-00-2-80-3-80-4-80-3-8 0-4-80-2-12 0-4-12Plate Offsets (X,Y)-- [I:0-5-0,Edge], [J:Edge,0-2-8], [K:0-3-8,0-2-0], [M:0-5-0,0-4-8], [N:0-3-8,0-4-8], [O:0-2-12,0-4-12], [P:0-0-0,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.71 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.27 0.02 0.10 (loc) N-O N-O J N-O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 496 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 *Except* B2,B3: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W12: 2x6 DF 1800F 1.6E or 2x6 DF SS W11,W2,W1,W9,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 BRACING- TOP CHORD Sheathed or 4-11-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 0-5-2 except (jt=length) P=0-5-8, J=0-5-8. (lb) - Max HorzA=182(LC 24) Max Uplift All uplift 100 lb or less at joint(s) except I=-301(LC 19), A=-801(LC 20), P=-1797(LC 8), J=-826(LC 9) Max Grav All reactions 250 lb or less at joint(s) I, A except P=9057(LC 1), J=4171(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-604/2836, B-C=-6371/1235, C-D=-6675/1317, D-E=-4872/1031, E-F=-4937/1001, F-G=-5226/1009, G-H=-3970/774, H-I=-418/2183 BOT CHORD A-P=-2571/590, P-Q=-1812/454, Q-R=-1829/457, O-R=-1846/460, O-S=-1156/5957, S-T=-1156/5957, N-T=-1156/5957, N-U=-1142/6199, U-V=-1142/6199, M-V=-1142/6199, L-M=-728/4451, K-L=-729/4040, J-K=-1267/256, I-J=-2099/432 WEBS B-P=-7914/1644, H-J=-3992/845, G-K=-2362/487, H-K=-1045/5655, D-M=-4107/897, E-M=-896/4433, D-N=-627/2909, C-N=-48/397, C-O=-763/192, B-O=-1673/8919, F-M=-648/350, G-L=-137/571 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 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-7-0 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 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint I, 801 lb uplift at joint A, 1797 lb uplift at joint P and 826 lb uplift at joint J. 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. Continued on page 2 Job TODD SHIRLEY - CARMACK Truss C01 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. Tue Jul 27 17:02:57 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-o_mcP36ggBuDw8s2EFXy6BaOwEIEpsyEHj?_VYytzGi NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1134 lb down and 225 lb up at 9-11-4, 1134 lb down and 225 lb up at 11-11-4, 1134 lb down and 225 lb up at 13-11-4, 1134 lb down and 225 lb up at 15-11-4, 1134 lb down and 225 lb up at 17-11-4, and 1134 lb down and 225 lb up at 19-11-4 , and 1134 lb down and 225 lb up at 21-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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-E=-84, E-G=-84, G-I=-84, A-I=-14 Concentrated Loads (lb) Vert: O=-1134(B) Q=-1134(B) R=-1134(B) S=-1134(B) T=-1134(B) U=-1134(B) V=-1134(B) Job TODD SHIRLEY - CARMACK Truss C02 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. Tue Jul 27 17:02:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-GBK?cP7IRU04YHREny2BfP6WTdkYYF0OWNlX1?ytzGh Scale = 1:83.3 T2 T3 T4 T5 B1 B2 B4 W1 W10 W11 W13 W4 W2 W3 W6 W7 W12 W5W8 W9 T1 B3AB C D E F G H I J K S R Q P O N M L 8-0-0 8-0-0 8-2-12 0-2-12 13-9-4 5-6-8 19-6-9 5-9-4 23-6-0 3-11-7 29-4-13 5-10-13 35-3-10 5-10-13 39-0-0 3-8-6 46-0-0 7-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 13-9-4 5-9-4 19-6-9 5-9-4 23-6-0 3-11-7 29-4-13 5-10-13 35-3-10 5-10-13 39-0-0 3-8-6 40-7-13 1-7-13 46-0-0 5-4-3 47-6-0 1-6-0 0-3-156-10-29-1-132-3-39-4-130-3-130-2-04.00 12 7.00 12 2.00 12 0-2-80-5-00-3-00-3-8 Plate Offsets (X,Y)-- [J:0-5-0,Edge], [N:0-3-8,0-2-0], [P:0-4-0,0-3-0], [S:0-0-0,0-2-8] 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 0.71 0.32 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.03 0.06 (loc) O-P B-S M B-S l/defl >999 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 234 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 *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W13,W2,W3,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-3-6 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.All bearings 0-5-2 except (jt=length) S=0-5-8, M=0-5-8. (lb) - Max HorzB=182(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except B=-149(LC 4), S=-456(LC 8), J=-169(LC 5), M=-390(LC 9) Max Grav All reactions 250 lb or less at joint(s) except B=373(LC 19), S=2161(LC 1), J=394(LC 20), M=1927(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-174/649, C-D=-1239/249, D-E=-1525/326, E-F=-1385/360, F-G=-1446/329, G-H=-1937/371, H-I=-1685/333, I-J=-90/607 BOT CHORD B-S=-505/182, R-S=-435/172, Q-R=-213/1094, P-Q=-205/1374, O-P=-170/1586, N-O=-268/1687, M-N=-383/82, J-L=-552/119 WEBS F-P=-223/933, H-N=-903/208, I-N=-373/2229, L-M=-1904/396, I-L=-1832/412, E-P=-556/211, G-P=-664/273, C-S=-2003/496, D-Q=-39/366, D-R=-780/189, C-R=-286/1743 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint B, 456 lb uplift at joint S, 169 lb uplift at joint J and 390 lb uplift at joint M. 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 TODD SHIRLEY - CARMACK Truss C03 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. Tue Jul 27 17:02:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-GBK?cP7IRU04YHREny2BfP6XCdj3YSBOWNlX1?ytzGh Scale = 1:24.8 T2 W1 B1 ST1 ST2 B2 W3 W2T1 ST3 ST4 ST5 ST6 A B C D H G F E8-0-0 8-0-0 14-0-0 6-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 14-0-0 6-0-0 0-3-155-2-150-3-04.00 12 0-1-140-1-14Plate Offsets (X,Y)-- [N:0-1-14,0-0-12], [P:0-1-14,0-0-12] 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-SH 0.66 0.35 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.26 -0.00 0.08 (loc) B-H B-H E B-H l/defl >679 >366 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 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: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-0-0 except (jt=length) B=0-5-2. (lb) - Max HorzB=216(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except E=-106(LC 4), B=-140(LC 4), H=-209(LC 8) Max Grav All reactions 250 lb or less at joint(s) E, G, F except B=517(LC 1), H=704(LC 1), H=704(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-H=-622/232 NOTES- 1) 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 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 106 lb uplift at joint E, 140 lb uplift at joint B and 209 lb uplift at joint H. 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 TODD SHIRLEY - CARMACK Truss D01 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. Tue Jul 27 17:02:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-kNtNql8wCo8x9R0RLgZQBcfqr181Hx?Xk1U5aRytzGg Scale = 1:25.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 13-0-0 13-0-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 14-6-0 1-6-0 0-4-54-1-130-4-57.00 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-SH 0.15 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 58 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 13-0-0. (lb) - Max HorzB=-123(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) L, M, N, K, J except B=296(LC 1), H=296(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, H, M, N, K, J. 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 TODD SHIRLEY - CARMACK Truss D02 Truss Type Common Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:02:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-kNtNql8wCo8x9R0RLgZQBcflP13_Hw0Xk1U5aRytzGg Scale = 1:22.9 T1 T2 B1 W1 A B C D E 6-6-0 6-6-0 13-0-0 6-6-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 0-4-54-1-130-4-57.00 12 0-2-30-2 -3 Plate Offsets (X,Y)-- [B:0-2-3,0-1-8], [D:0-2-3,0-1-8] 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 0.50 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.01 0.05 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 46 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) D=604/0-5-8 (min. 0-1-8), B=777/0-5-8 (min. 0-1-8) Max HorzB=115(LC 5) Max UpliftD=-111(LC 9), B=-165(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-803/144, C-D=-798/136 BOT CHORD B-E=-60/563, D-E=-60/563 WEBS C-E=0/254 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) D=111, B=165. 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 TODD SHIRLEY - CARMACK Truss D03 Truss Type Common Qty 12 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-CZRl148Yz6GonbbdvN4fkqBwORPN0NHhzhEe6tytzGf Scale = 1:22.6 T1 T2 B1 W1 A B C D E 6-6-0 6-6-0 12-10-0 6-4-0 -1-6-0 1-6-0 6-6-0 6-6-0 12-10-0 6-4-0 0-4-54-1-130-5-87.00 12 0-1-120-1-1 Plate Offsets (X,Y)-- [B:0-1-1,Edge], [D:Edge,0-1-12] 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-SH 0.49 0.36 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.01 0.05 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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) D=600/0-3-8 (min. 0-1-8), B=773/0-5-8 (min. 0-1-8) Max HorzB=115(LC 5) Max UpliftD=-110(LC 9), B=-164(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-794/143, C-D=-790/135 BOT CHORD B-E=-59/556, D-E=-59/556 WEBS C-E=0/252 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) D=110, B=164. 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 TODD SHIRLEY - CARMACK Truss D04 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-CZRl148Yz6GonbbdvN4fkqBzbRR_0G?hzhEe6tytzGf Scale = 1:23.4 T1 T2 W5 B1 W4 W3 W1 W2 W5 W2 A B C D E F J I H G K L M N O P 3-0-0 3-0-0 6-0-0 3-0-0 9-3-4 3-3-4 12-10-0 3-6-12 -1-6-0 1-6-0 3-0-0 3-0-0 6-0-0 3-0-0 9-3-4 3-3-4 12-10-0 3-6-12 0-4-53-8-93-10-53-8-97.00 12 0-1-11Plate Offsets (X,Y)-- [D:0-4-0,0-1-11] 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 0.28 0.19 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.02 (loc) I I G I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 78 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 5-0-12 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) G=1296/0-3-8 (min. 0-1-8), B=1241/0-5-8 (min. 0-1-8) Max HorzB=171(LC 8) Max UpliftG=-482(LC 5), B=-402(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1741/563, C-D=-1602/582, D-K=-1023/384, E-K=-1028/385, F-G=-255/136 BOT CHORD B-J=-576/1426, I-J=-576/1426, I-N=-523/1314, H-N=-523/1314, H-O=-382/1023, O-P=-382/1023, G-P=-382/1023 WEBS D-I=-250/676, D-H=-420/213, E-H=-83/384, E-G=-1399/521 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=482, B=402. 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. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 165 lb down and 132 lb up at 6-0-0, 139 lb down and 129 lb up at 8-0-12, and 139 lb down and 129 lb up at 10-0-12, and 148 lb down and 129 lb up at 12-0-12 on top chord, and 540 lb down and 257 lb up at 6-0-0, 63 lb down at 8-0-12, and 63 lb down at 10-0-12, and 69 lb down at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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-F=-84, B-G=-14 Concentrated Loads (lb) Vert: D=-132(B) I=-540(B) K=-132(B) L=-132(B) M=-148(B) N=-26(B) O=-26(B) P=-29(B) Job TODD SHIRLEY - CARMACK Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-gm?7EQ9BkPOfPlApT4cuH1kACrqvlq7qCLzBeJytzGe Scale: 1"=1' T1 B1 A B C D 1-11-11 1-11-11 -1-6-0 1-6-0 1-11-11 1-11-11 0-4-51-6-21-1-31-6-27.00 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 0.16 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 BRACING- TOP CHORD Sheathed or 1-11-11 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) C=23/Mechanical, B=287/0-5-8 (min. 0-1-8), D=13/Mechanical Max HorzB=79(LC 8) Max UpliftC=-21(LC 8), B=-76(LC 8) Max GravC=27(LC 15), B=287(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 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 TODD SHIRLEY - CARMACK Truss J02 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-gm?7EQ9BkPOfPlApT4cuH1k9arpwlq7qCLzBeJytzGe Scale = 1:17.7 T1 B1 A B C D 3-11-11 3-11-11 -1-6-0 1-6-0 3-11-11 3-11-11 0-4-52-8-22-3-32-8-27.00 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 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 BRACING- TOP CHORD Sheathed or 3-11-11 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) C=118/Mechanical, B=369/0-5-8 (min. 0-1-8), D=26/Mechanical Max HorzB=125(LC 8) Max UpliftC=-74(LC 8), B=-77(LC 8) Max GravC=118(LC 15), B=369(LC 1), D=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 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 TODD SHIRLEY - CARMACK Truss J03 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-gm?7EQ9BkPOfPlApT4cuH1k5Drnslq7qCLzBeJytzGe Scale = 1:23.4 T1 B1 A B C D 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 0-4-53-10-57.00 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 0.48 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >723 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 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) C=216/Mechanical, B=455/0-5-8 (min. 0-1-8), D=40/Mechanical Max HorzB=174(LC 8) Max UpliftC=-127(LC 8), B=-82(LC 8) Max GravC=216(LC 1), B=455(LC 1), D=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 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) B except (jt=lb) C=127. 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 TODD SHIRLEY - CARMACK Truss K01HJ Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-8yZVSmApVjWW0vl00o77pFHHjF53UEfzQ?jlBmytzGd Scale = 1:22.8 T1 W1 B1 W3 W2 A B C D E H G F I J 4-2-9 4-2-9 8-5-1 4-2-9 -2-1-7 2-1-7 4-2-9 4-2-9 8-5-1 4-2-9 0-4-53-10-04.95 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.43 0.35 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.01 0.03 (loc) G-H G-H G 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) G=534/Mechanical, B=716/0-7-6 (min. 0-1-8) Max HorzB=173(LC 8) Max UpliftG=-247(LC 8), B=-224(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-762/240 BOT CHORD B-I=-314/613, H-I=-314/613, H-J=-314/613, G-J=-314/613 WEBS C-H=-131/270, C-G=-674/345 NOTES- 1) 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=247, B=224. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 32 lb down and 23 lb up at 2-9-8, 32 lb down and 23 lb up at 2-9-8, and 104 lb down and 86 lb up at 5-7-7, and 104 lb down and 86 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 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-E=-84, B-F=-14 Concentrated Loads (lb) Vert: I=-38(F=-19, B=-19) J=-208(F=-104, B=-104) Job TODD SHIRLEY - CARMACK Truss V01 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-8yZVSmApVjWW0vl00o77pFHLFFAlUHjzQ?jlBmytzGd Scale = 1:12.5 T1 T1 B1 ST1 A B C D 7-0-0 7-0-0 3-6-0 3-6-0 7-0-0 3-6-0 2-0-87.00 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 0.14 0.05 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - C l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 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.(lb/size) A=159/7-0-0 (min. 0-1-8), C=159/7-0-0 (min. 0-1-8), D=263/7-0-0 (min. 0-1-8) Max HorzA=-45(LC 6) Max UpliftA=-42(LC 8), C=-48(LC 9), D=-23(LC 8) 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 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) A, C, D. 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 TODD SHIRLEY - CARMACK Truss V02 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-c87uf6BRG1eNe3KCaVeMMSpWQeVhDjO7ffSIjCytzGc Scale = 1:19.2 T1 T2 T3 B1 ST2 ST3ST1 A B C D E H G F 0-0-12 0-0-12 2-8-7 2-7-11 12-1-15 9-5-7 2-8-7 2-8-7 6-7-15 3-11-7 12-1-15 5-6-0 0-0-40-10-133-2-80-0-44.00 12 7.00 12 0 -4 -4 0-1-1 Plate Offsets (X,Y)-- [B:0-4-4,0-2-0], [F:0-1-1,0-2-8] 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 0.18 0.06 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: 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 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, Except: 6-0-0 oc bracing: A-H. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-12. (lb) - Max HorzA=78(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, E, G except F=-161(LC 9), H=-121(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, E except G=330(LC 1), F=403(LC 20), H=362(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-G=-269/57, D-F=-383/207, B-H=-321/154 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) 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) A, E, G except (jt=lb) F=161, H=121. 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 TODD SHIRLEY - CARMACK Truss V03 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-c87uf6BRG1eNe3KCaVeMMSpUYeTbDjG7ffSIjCytzGc Scale = 1:27.9 T1 T2 T3 B1 ST2 ST1 ST3 B2 A B C D E H G F 0-0-12 0-0-12 10-1-15 10-1-3 17-7-15 7-6-0 6-2-7 6-2-7 10-1-15 3-11-7 17-7-15 7-6-0 0-0-42-0-134-4-80-0-44.00 12 7.00 12 0-3-0Plate Offsets (X,Y)-- [G: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 0.30 0.20 0.09 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: 58 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, Except: 6-0-0 oc bracing: A-H. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-6-12. (lb) - Max HorzA=114(LC 7) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-171(LC 8), F=-161(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E except G=299(LC 1), H=539(LC 19), F=413(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-G=-263/32, B-H=-423/195, D-F=-349/187 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) 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) A, E except (jt=lb) H=171, F=161. 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 TODD SHIRLEY - CARMACK Truss V04 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-c87uf6BRG1eNe3KCaVeMMSpVLeUQDia7ffSIjCytzGc Scale = 1:36.6 T1 T2 T3 B1 ST3 ST2 ST4 ST1 B2 A B C D E F J I H GKL 0-0-12 0-0-12 13-7-15 13-7-3 23-1-15 9-6-0 9-8-7 9-8-7 13-7-15 3-11-7 23-1-15 9-6-0 0-0-43-2-135-6-80-0-44.00 12 7.00 12 0-3-0Plate Offsets (X,Y)-- [H: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 0.25 0.15 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - F l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 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 23-0-12. (lb) - Max HorzA=150(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, F except I=-130(LC 8), G=-210(LC 9), J=-161(LC 4) Max Grav All reactions 250 lb or less at joint(s) A, F except H=408(LC 15), I=381(LC 19), G=540(LC 20), J=509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-H=-261/11, C-I=-334/166, E-G=-438/232, B-J=-416/188 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) 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, F except (jt=lb) I=130, G=210, J=161. 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 TODD SHIRLEY - CARMACK Truss V05 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-4LhGtSB31KmEGCvO8D9bugMhC2qEy8iGuJCsFeytzGb Scale = 1:45.4 T1 T2 T3 B1 ST3 ST2 ST1 ST4 ST5 ST6 B2 A B C D E F G H N M L K J I 0-0-12 0-0-12 13-0-11 12-11-15 28-7-15 15-7-3 13-2-7 13-2-7 17-1-15 3-11-7 28-7-15 11-6-0 0-0-44-4-136-8-80-0-44.00 12 7.00 12 0-3-0Plate Offsets (X,Y)-- [L: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 0.18 0.11 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - H l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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 28-6-12. (lb) - Max HorzA=186(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, H except L=-141(LC 8), M=-130(LC 4), N=-130(LC 8), J=-166(LC 9), I=-143(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, H except L=405(LC 19), M=401(LC 1), N=447(LC 19), K=458(LC 15), J=464(LC 16), I=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-L=-346/175, C-M=-354/166, B-N=-361/155, E-K=-276/4, F-J=-372/201, G-I=-308/167 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, H except (jt=lb) L=141, M=130, N=130, J=166, I=143. 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 TODD SHIRLEY - CARMACK Truss V06 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-4LhGtSB31KmEGCvO8D9bugMhE2qCy8SGuJCsFeytzGb Scale = 1:62.7 T2 T3 T4 T5 B1 ST5 ST4 ST3 ST2 ST6 ST7 ST8ST1 B3B2 A B C D E F G H I J R Q P O N M L KS 0-0-12 0-0-12 12-6-11 12-5-15 24-7-15 12-1-3 38-4-14 13-9-0 16-8-7 16-8-7 20-7-15 3-11-7 32-5-8 11-9-10 38-4-14 5-11-6 0-0-45-6-130-11-147-10-80-0-44.00 12 7.00 12 2.00 12 0-3-00-3-00-3-00-3-4 0-3-0Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [I:0-3-4,0-3-0], [M:0-3-0,0-3-0], [P: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 0.18 0.11 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 142 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 *Except* ST5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 38-2-10. (lb) - Max HorzA=192(LC 5) Max Uplift All uplift 100 lb or less at joint(s) J, A, K except O=-144(LC 8), P=-137(LC 4), Q=-109(LC 8), M=-163(LC 9), L=-152(LC 9), R=-122(LC 4) Max Grav All reactions 250 lb or less at joint(s) J, A except N=457(LC 15), O=457(LC 21), P=422(LC 1), Q=377(LC 19), M=519(LC 16), L=400(LC 16), K=434(LC 1), R=417(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS F-N=-282/0, E-O=-342/179, D-P=-365/170, C-Q=-326/144, G-M=-364/196, H-L=-337/188, I-K=-351/118, B-R=-341/148 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J, A, K except (jt=lb) O=144, P=137, Q=109, M=163, L=152, R=122. 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 TODD SHIRLEY - CARMACK Truss V07 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-ZXFe4oChoeu4tMTbiwgqRtvuqSBdheBQ7zxPn5ytzGa Scale = 1:27.7 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 B1 A B C D E F G H I P O N M L K J 9-0-0 9-0-0 18-0-0 9-0-0 9-0-0 9-0-0 18-0-0 9-0-0 5-3-07.00 12 0-3-0Plate Offsets (X,Y)-- [M: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 0.06 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 77 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 18-0-0. (lb) - Max HorzA=-129(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, N, O, P, L, K, J Max Grav All reactions 250 lb or less at joint(s) A, I, M, N, O, L, K except P=257(LC 19), J=257(LC 20) 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) A, N, O, P, L, K, J. 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 TODD SHIRLEY - CARMACK Truss V08 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-ZXFe4oChoeu4tMTbiwgqRtvssSAXhcDQ7zxPn5ytzGa Scale: 3/8"=1' W1 T1 T2 B1 ST3 ST2 ST1 ST2 ST1 B2 A B C D E F G M L K J I H 20-4-8 20-4-8 9-4-8 9-4-8 20-4-8 11-0-0 0-11-66-5-00-0-47.00 12 0-3-0Plate Offsets (X,Y)-- [J: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 0.18 0.10 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 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, 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.All bearings 20-4-1. (lb) - Max HorzM=-157(LC 4) Max Uplift All uplift 100 lb or less at joint(s) M, G except K=-168(LC 8), L=-167(LC 8), I=-169(LC 9), H=-133(LC 9) Max Grav All reactions 250 lb or less at joint(s) M, G except J=423(LC 17), K=475(LC 15), L=317(LC 15), I=473(LC 16), H=347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-J=-276/0, C-K=-377/204, B-L=-275/173, E-I=-375/204, F-H=-290/158 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) M, G except (jt=lb) K=168, L=167, I=169, H=133. 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 TODD SHIRLEY - CARMACK Truss V09 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-1jp0I8DJZy0xVW2nFeB3_5R0IsWcQ1yZLchyKXytzGZ Scale = 1:34.9 W1 T1 T2 B1 ST3 ST2 ST1 ST2 ST1 B2 A B C D E F G M L K J I H 22-4-8 22-4-8 9-4-8 9-4-8 22-4-8 13-0-0 2-1-67-7-00-0-47.00 12 0-3-0Plate Offsets (X,Y)-- [J: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 0.20 0.11 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 96 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, 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 22-4-1. (lb) - Max HorzM=-184(LC 4) Max Uplift All uplift 100 lb or less at joint(s) M, G except K=-168(LC 8), L=-146(LC 8), I=-156(LC 9), H=-182(LC 9) Max Grav All reactions 250 lb or less at joint(s) M, G except J=482(LC 17), K=474(LC 15), L=312(LC 19), I=439(LC 16), H=473(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-J=-299/22, C-K=-377/204, B-L=-270/162, E-I=-353/193, F-H=-379/203 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) M, G except (jt=lb) K=168, L=146, I=156, H=182. 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 TODD SHIRLEY - CARMACK Truss V10 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) Run: 8.420 s Nov 10 2020 Print: 8.420 s Nov 10 2020 MiTek Industries, Inc. Tue Jul 27 17:03:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qmhVvw3E0CGwJ_skzx0NIqyu4oL-1jp0I8DJZy0xVW2nFeB3_5R?9sVBQ2OZLchyKXytzGZ Scale = 1:51.2 W1 T1 T2 T3 B1 ST1 ST2 ST3 ST2 ST4 ST5ST1 B3B2 A B C D E F G H I Q P O N M L K J 17-4-8 17-4-8 32-4-8 15-0-0 9-4-8 9-4-8 21-2-2 11-9-10 32-4-8 11-2-6 3-3-61-10-68-9-00-0-47.00 12 2.00 12 0-3-00-3-0Plate Offsets (X,Y)-- [L:0-3-0,0-3-0], [N: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 0.28 0.14 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 133 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 *Except* ST3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 32-3-0. (lb) - Max HorzQ=-219(LC 9) Max Uplift All uplift 100 lb or less at joint(s) Q, I, K except L=-157(LC 9), M=-163(LC 9), O=-169(LC 8), J=-151(LC 5), P=-133(LC 8) Max Grav All reactions 250 lb or less at joint(s) Q, I except L=453(LC 16), M=529(LC 16), N=470(LC 17), O=541(LC 15), K=323(LC 20), J=557(LC 1), P=403(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS F-L=-343/190, E-M=-363/197, D-N=-300/29, C-O=-378/204, G-K=-286/95, H-J=-452/180, B-P=-269/155 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) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Q, I, K except (jt=lb) L=157, M=163, O=169, J=151, P=133. 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