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HomeMy WebLinkAboutTRUSS SPECS - 22-00242 - 753 S 2470 W - New SFRJob HUNTINGTON CM B 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-k_5d63jYtmPwTtSKWghAx8ZxZ?n_LGyXDqPPa?zLUb7 Scale = 1:65.5 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I N M L K J BA BB BC BD BE BF BG BH BI BJ BK BL 5x8 5x6 5x8 5x6 3x8 3x4 3x4 5x6 5x8 5x8 9-9-0 9-9-0 19-6-0 9-9-0 29-3-0 9-9-0 39-0-0 9-9-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-6-0 6-6-0 26-0-0 6-6-0 32-6-0 6-6-0 39-0-0 6-6-0 40-0-0 1-0-0 0- 4 - 1 8- 5 - 9 8- 1 0 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-2-5,Edge], [K:0-4-0,0-3-0], [M: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.86 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.66 0.19 0.37 (loc) L-N L-N H L-N l/defl >999 >707 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 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,W2: 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 2-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 1 Row at midpt F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1998/0-3-8 (min. 0-2-2), H=1998/0-3-8 (min. 0-2-2) Max Horz B=-155(LC 10) Max UpliftB=-773(LC 12), H=-773(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-4163/1840, C-BA=-4071/1853, C-D=-3742/1784, D-BB=-2583/1220, E-BB=-2493/1233, E-BC=-2493/1233, F-BC=-2583/1220, F-G=-3742/1784, G-BD=-4071/1853, H-BD=-4163/1840 BOT CHORD B-BE=-1623/3738, N-BE=-1623/3738, N-BF=-1261/3036, M-BF=-1261/3036, M-BG=-1261/3036, BG-BH=-1261/3036, L-BH=-1261/3036, L-BI=-1264/3036, BI-BJ=-1264/3036, K-BJ=-1264/3036, K-BK=-1264/3036, J-BK=-1264/3036, J-BL=-1624/3738, H-BL=-1624/3738 WEBS E-L=-755/1517, F-L=-1010/501, F-J=-427/695, G-J=-543/200, D-L=-1010/501, D-N=-427/695, C-N=-543/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-10-2, Interior(1) 2-10-2 to 19-6-0, Exterior(2R) 19-6-0 to 23-4-13, Interior(1) 23-4-13 to 40-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) except (jt=lb) B=773, H=773. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss A2 Truss Type Common Qty 5 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:29 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-8Znmk5lQAhnVKLBvBoFtZmBSoCofYdhzvod4BKzLUb4 Scale = 1:65.5 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2AB C D E F G H I N M L K J O P Q R S T U V W X 5x8 5x6 5x8 5x6 5x6 3x8 3x4 1.5x4 3x4 1.5x4 5x6 5x6 9-9-0 9-9-0 19-6-0 9-9-0 29-3-0 9-9-0 39-0-0 9-9-0 -1-0-0 1-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-6-0 6-6-0 26-0-0 6-6-0 32-6-0 6-6-0 39-0-0 6-6-0 40-0-0 1-0-0 0- 4 - 1 8- 5 - 9 8- 1 0 - 5 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-2-5,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.67 0.87 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.66 0.19 0.37 (loc) L-N L-N H L-N l/defl >999 >704 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 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,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 1 Row at midpt F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1998/0-3-8 (min. 0-2-2), H=1998/0-3-8 (min. 0-2-2) Max Horz B=-155(LC 10) Max UpliftB=-773(LC 12), H=-773(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-4163/1840, C-O=-4071/1853, C-D=-3747/1784, D-P=-2587/1220, E-P=-2496/1233, E-Q=-2496/1233, F-Q=-2587/1220, F-G=-3747/1784, G-R=-4071/1853, H-R=-4163/1840 BOT CHORD B-S=-1623/3738, N-S=-1623/3738, M-N=-1261/3036, M-T=-1261/3036, T-U=-1261/3036, L-U=-1261/3036, L-V=-1264/3036, V-W=-1264/3036, K-W=-1264/3036, J-K=-1264/3036, J-X=-1624/3738, H-X=-1624/3738 WEBS E-L=-755/1519, F-L=-1010/501, F-J=-427/696, G-J=-543/200, D-L=-1010/501, D-N=-427/696, C-N=-543/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-10-2, Interior(1) 2-10-2 to 19-6-0, Exterior(2R) 19-6-0 to 23-4-13, Interior(1) 23-4-13 to 40-0-11 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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=773, H=773. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-4yvW9nmhiJ1DafLHJDHLeBHqd0Wt0S6GM66AFDzLUb2 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I N M L K J BA BB BC BD BE BF BG BH BI BJ 5x8 5x6 5x8 5x6 3x8 3x4 3x4 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,Edge], [K:0-3-0,0-3-4], [M:0-3-0,0-3-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.75 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.15 0.29 (loc) L-N L-N H L-N l/defl >999 >883 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 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,W2: 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 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 1 Row at midpt F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), H=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-3472/1530, C-BA=-3377/1544, C-D=-3156/1512, D-BB=-2198/1053, E-BB=-2095/1067, E-BC=-2095/1067, F-BC=-2198/1053, F-G=-3156/1512, G-BD=-3377/1544, H-BD=-3472/1530 BOT CHORD B-BE=-1276/2991, N-BE=-1276/2991, N-BF=-974/2460, M-BF=-974/2460, M-BG=-974/2460, L-BG=-974/2460, L-BH=-978/2460, K-BH=-978/2460, K-BI=-978/2460, J-BI=-978/2460, J-BJ=-1275/2991, H-BJ=-1275/2991 WEBS E-L=-760/1482, F-L=-881/461, F-J=-407/641, G-J=-456/181, D-L=-881/461, D-N=-407/641, C-N=-456/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) except (jt=lb) B=755, H=755. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss B2 Truss Type Common Qty 7 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-Y8TuM7nJSc94BovUsxoaBPp?NPs6lvMPbmsknfzLUb1 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2A B C D E F G H I N M L K J O P Q R S T U V W X 5x8 5x6 5x8 5x6 5x6 3x8 3x4 1.5x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-1-11,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.75 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.15 0.29 (loc) L-N L-N H L-N l/defl >999 >883 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. WEBS 1 Row at midpt F-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), H=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-755(LC 12), H=-755(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-3472/1530, C-O=-3377/1544, C-D=-3156/1512, D-P=-2198/1053, E-P=-2095/1067, E-Q=-2095/1067, F-Q=-2198/1053, F-G=-3156/1512, G-R=-3377/1544, H-R=-3472/1530 BOT CHORD B-S=-1276/2991, N-S=-1276/2991, N-T=-974/2460, M-T=-974/2460, M-U=-974/2460, L-U=-974/2460, L-V=-978/2460, K-V=-978/2460, K-W=-978/2460, J-W=-978/2460, J-X=-1275/2991, H-X=-1275/2991 WEBS E-L=-760/1482, F-L=-881/461, F-J=-407/641, G-J=-456/181, D-L=-881/461, D-N=-407/641, C-N=-456/181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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=755, H=755. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss B3 Truss Type Common Qty 11 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-VXafnopZ_EPnR63s_Mq3GquLTDXWDpti24LrsYzLUb? Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2A B C D E F G H M L K J I N O P Q R S T U V W 5x8 5x6 5x8 5x6 5x6 3x4 1.5x4 3x8 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.76 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.15 0.30 (loc) K-M K-M H I-K l/defl >999 >885 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 1 Row at midpt D-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), H=-701(LC 12) Max Grav B=1946(LC 1), H=1841(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-N=-3468/1529, C-N=-3373/1543, C-D=-3150/1512, D-O=-2192/1051, E-O=-2089/1065, E-P=-2089/1062, F-P=-2192/1047, F-G=-3140/1491, G-Q=-3314/1520, H-Q=-3430/1507 BOT CHORD B-R=-1295/2986, M-R=-1295/2986, M-S=-997/2455, L-S=-997/2455, L-T=-997/2455, K-T=-997/2455, K-U=-986/2450, J-U=-986/2450, J-V=-986/2450, I-V=-986/2450, I-W=-1277/2965, H-W=-1277/2965 WEBS C-M=-456/181, D-M=-408/641, D-K=-881/461, E-K=-759/1477, F-K=-877/458, F-I=-391/634, G-I=-446/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-5, Interior(1) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B=755, H=701. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss B4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-RviPCUqpWrgVgQDF5mtXLF_gz1D_hjN?WOqxvQzLUaz Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H M L K J I AZ BA BB BC BD BE BF BG BH BI 5x8 5x6 5x8 5x6 3x4 3x8 3x4 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [J:0-3-0,0-3-4], [L:0-3-0,0-3-4] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.76 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.51 0.15 0.30 (loc) K-M K-M H I-K l/defl >999 >885 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 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* W2,W1: 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 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. WEBS 1 Row at midpt D-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1946/0-5-8 (min. 0-2-1), H=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-755(LC 12), H=-701(LC 12) Max Grav B=1946(LC 1), H=1841(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AZ=-3468/1529, C-AZ=-3373/1543, C-D=-3150/1512, D-BA=-2192/1051, E-BA=-2089/1065, E-BB=-2089/1062, F-BB=-2192/1047, F-G=-3140/1491, G-BC=-3314/1520, H-BC=-3430/1507 BOT CHORD B-BD=-1295/2986, M-BD=-1295/2986, M-BE=-997/2455, L-BE=-997/2455, L-BF=-997/2455, K-BF=-997/2455, K-BG=-986/2450, J-BG=-986/2450, J-BH=-986/2450, I-BH=-986/2450, I-BI=-1277/2965, H-BI=-1277/2965 WEBS C-M=-456/181, D-M=-408/641, D-K=-881/461, E-K=-759/1477, F-K=-877/458, F-I=-391/634, G-I=-446/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2R) 19-0-0 to 22-9-5, Interior(1) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=755, H=701. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-rUOYqWtipm24XtyqnvQEztc7YEDyu6mRCM2cWlzLUaw Scale = 1:49.9 T1 T1 B1 W1 W2 W3 W4 W2W3 W4 B1 ST1 ST2 ST1 ST2 ST3 ST4 ST5 A B C D E F G J I HWXYZAAABAC AD AE AF 5x8 5x8 8x12 5x8 6x8 12x12 6x8 12x12 5x8 12x12 3x6 3x6 3x6 2x4 3x6 Special Special Special Special Special Special Special Special Special Special Special 5-5-8 5-5-8 10-11-0 5-5-8 16-4-8 5-5-8 21-10-0 5-5-8 3-7-11 3-7-11 7-3-5 3-7-11 10-11-0 3-7-11 14-6-11 3-7-11 18-2-5 3-7-11 21-10-0 3-7-11 0- 6 - 3 7- 9 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-13], [A:0-9-3,0-1-8], [D:0-2-5,Edge], [G:Edge,0-1-13], [G:0-9-3,0-2-8], [H:0-6-0,0-7-8], [I:0-6-0,0-7-8], [J:0-6-0,0-7-8] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.87 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.32 0.06 0.18 (loc) H-I H-I G H-I l/defl >999 >793 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 363 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 2x10 DF 1950F 1.7E or 2x10 DF SS 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=11171/0-5-8 (req. 0-5-15), G=10942/0-5-8 (req. 0-5-13) Max Horz A=161(LC 26) Max UpliftA=-4225(LC 8), G=-4137(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14635/5509, B-C=-14481/5529, C-D=-10285/3962, D-E=-10284/3962, E-F=-14936/5700, F-G=-15090/5681 BOT CHORD A-W=-4476/11950, W-X=-4476/11950, X-Y=-4476/11950, J-Y=-4476/11950, J-Z=-3822/10316, Z-AA=-3822/10316, I-AA=-3822/10316, I-AB=-3893/10503, AB-AC=-3893/10503, H-AC=-3893/10503, H-AD=-4619/12328, AD-AE=-4619/12328, AE-AF=-4619/12328, G-AF=-4619/12328 WEBS D-I=-4286/10972, E-I=-3343/1313, E-H=-2062/5306, F-H=-274/254, C-I=-3032/1195, C-J=-1860/4770, B-J=-274/256 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 0-4-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-2-0 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) The Fabrication Tolerance at joint I = 16% 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) WARNING: Required bearing size at joint(s) A, G greater than input bearing size. Continued on page 2 Job HUNTINGTON CM B 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:40 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-Jhyw2stKa4Ax91X0KcxTW58IIeZBdZ?aR0o92BzLUav NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=4225, G=4137. 13) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1829 lb down and 694 lb up at 0-10-12, 1827 lb down and 693 lb up at 2-10-12, 1827 lb down and 693 lb up at 4-10-12, 1827 lb down and 693 lb up at 6-10-12, 1827 lb down and 693 lb up at 8-10-12, 1827 lb down and 693 lb up at 10-10-12, 1827 lb down and 693 lb up at 12-10-12, 1827 lb down and 693 lb up at 14-10-12, 1827 lb down and 693 lb up at 16-10-12, and 1827 lb down and 693 lb up at 18-10-12, and 1827 lb down and 693 lb up at 19-9-4 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-G=-84, A-G=-14 Concentrated Loads (lb) Vert: I=-1820(B) W=-1822(B) X=-1820(B) Y=-1820(B) Z=-1820(B) AA=-1820(B) AB=-1820(B) AC=-1820(B) AD=-1820(B) AE=-1820(B) AF=-1820(B) Job HUNTINGTON CM B 3C Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-otVIFCuyLNIonB6CuKTi2Ihe425SMCRkgfXibezLUau Scale = 1:27.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J 4x5 3x4 3x8 3x4 3x8 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0- 6 - 3 4- 3 - 8 4- 9 - 9 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-2-0,Edge], [H:Edge,0-0-12], [H:0-2-0,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 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 WEDGE Left: 2x4 DF Stud/Std , Right: 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 11-4-0. (lb) - Max Horz B=100(LC 11) 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) B, H, L, M, N, K, J 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 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-0 to 1-8-0, Exterior(2N) 1-8-0 to 5-8-0, Corner(3R) 5-8-0 to 8-8-0, Exterior(2N) 8-8-0 to 12-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss E1 Truss Type Common Structural Gable Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-G33gSYva6hQfOLgPS1_xbWEnoROP5eatuJHG74zLUat Scale = 1:20.7 T1 T1 B1 W1 HW1 HW1 ST1 ST1 A B C D E FKL M N 4x5 4x5 4x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3-11-0 3-11-0 7-10-0 3-11-0 -1-0-0 1-0-0 3-11-0 3-11-0 7-10-0 3-11-0 8-10-0 1-0-0 0- 7 - 8 3- 2 - 1 3 3- 7 - 9 0- 7 - 8 8.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.24 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.01 (loc) B-F B-F D B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=473/0-3-8 (min. 0-1-8), D=473/0-3-8 (min. 0-1-8) Max Horz B=74(LC 11) Max UpliftB=-190(LC 12), D=-190(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-390/184, C-D=-390/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 3-11-0, Exterior(2R) 3-11-0 to 6-11-0, Interior(1) 6-11-0 to 8-11-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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=190, D=190. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss E2 Truss Type Common Qty 2 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:43 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-kGd2gtwCt?YW0VFb0lVA7jmzrrkEp5e17z0pfWzLUas Scale = 1:21.6 T1 T1 B1 W1 HW1 HW1W2 A B C D F E G H I J 4x5 1.5x4 5x6 4x5 1.5x4 1.5x4 3-11-0 3-11-0 6-6-12 2-7-12 6-8-8 0-1-12 7-10-0 1-1-8 3-11-0 3-11-0 6-6-12 2-7-12 7-10-0 1-3-4 0- 7 - 8 3- 2 - 1 3 0- 7 - 8 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-6] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.21 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.02 (loc) A-F A-F E A-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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 WEDGE Left: 2x4 DF Stud/Std , Right: 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=302/0-3-8 (min. 0-1-8), E=451/0-3-8 (min. 0-1-8) Max Horz A=-65(LC 10) Max UpliftA=-118(LC 12), E=-142(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-298/136, B-C=-269/163 WEBS C-E=-270/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2R) 3-11-0 to 6-11-0, Interior(1) 6-11-0 to 7-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) A=118, E=142. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss E3 Truss Type Common Qty 1 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-CSBRtDxreIgNeeqnZS0PgxJ4YF4HYZYAMdmMBzzLUar Scale = 1:20.7 T1 T2 B1 W1 HW1 W2A B C E DFG 4x5 3x4 1.5x4 5x6 3x8 3-11-0 3-11-0 6-3-8 2-4-8 3-11-0 3-11-0 6-3-8 2-4-8 6-5-0 0-1-8 0- 7 - 8 3- 2 - 1 3 1- 3 - 5 0- 3 - 8 1- 6 - 1 3 8.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-6], [D:0-3-8,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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.22 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.02 (loc) A-E A-E D A-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 25 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 WEDGE Left: 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)A=300/0-3-8 (min. 0-1-8), D=300/0-1-8 (min. 0-1-8) Max Horz A=87(LC 11) Max UpliftA=-114(LC 12), D=-116(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-290/135, B-C=-251/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2E) 3-11-0 to 6-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D 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 at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=114, D=116. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss J1 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-gelp5ZxTPcoDFoP_79XeD8sGvfRjH0KJaHVwkPzLUaq Scale = 1:13.5 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 4-10-8 4-10-8 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 4.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.03 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=78(LC 9) Max UpliftB=-140(LC 12), D=-84(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=140. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss J2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-8qJBIvy59ww4ty_Aht2tlMOVc3pV0TaTpxFTGrzLUap Scale = 1:9.9 T1 W1 B1 A B C D E F 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 0- 4 - 0 1- 5 - 8 1- 9 - 1 2 1- 2 - 0 0- 3 - 8 1- 5 - 8 4.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.08 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B-D B-D D B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8) Max Horz B=49(LC 11) Max UpliftB=-109(LC 12), D=-44(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 2-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=109. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job HUNTINGTON CM B 3C Truss J3 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HUNTINGTON CM B 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 14:25:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:Mal0Hw1zlTRcVyigOH32jizouXb-c1tZWFzjwD2xV6ZMFaZ6IZxdGS8klwpc2b_1oHzLUao Scale = 1:13.7 T1 W1 B1 A B C D E F G 1.5x4 2x4 1.5x4 2-10-8 2-10-8 -1-0-0 1-0-0 2-10-8 2-10-8 5-0-0 2-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 2 - 0 0- 3 - 8 2- 2 - 8 4.50 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B-E B-E E B-E l/defl >999 >999 n/a >999 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=184/0-3-8 (min. 0-1-8), E=362/0-1-8 (min. 0-1-8) Max Horz B=80(LC 9) Max UpliftB=-71(LC 8), E=-182(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-343/283 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 5-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=182. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard