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HomeMy WebLinkAboutTRUSS SPECS - 21-00526 - 2444 W 880 S - New SFRJob SAVANNAH CM 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-ng4Fc7TgrHXdqq2L_AahdAOh2AZvd6kYd?ks3jzLTjw Scale = 1:70.4 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST5 ST3 ST4 ST2ST1 ST12 ST13 ST10 ST11 ST8 ST9 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 5x6 5x6 3x4 3x4 5x6 3x4 3x4 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 1 8- 8 - 1 9- 0 - 1 3 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], [J:0-2-0,0-1-8], [K:0-3-0,0-3-4], [M:0-3-0,0-3-4], [N:0-2-0,0-0-11] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.90 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.71 0.20 0.40 (loc) L-N L-N H L-N l/defl >966 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 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 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-8 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=2047/0-3-8 (min. 0-2-3), H=2047/0-3-8 (min. 0-2-3) Max Horz B=-160(LC 10) Max UpliftB=-792(LC 12), H=-792(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-4275/1890, C-BA=-4181/1902, C-D=-3850/1831, D-BB=-2657/1252, E-BB=-2564/1265, E-BC=-2564/1265, F-BC=-2657/1252, F-G=-3850/1831, G-BD=-4181/1902, H-BD=-4275/1890 BOT CHORD B-BE=-1667/3839, N-BE=-1667/3839, M-N=-1295/3117, M-BF=-1295/3117, BF-BG=-1295/3117, BG-BH=-1295/3117, L-BH=-1295/3117, L-BI=-1297/3117, BI-BJ=-1297/3117, BJ-BK=-1297/3117, K-BK=-1297/3117, J-K=-1297/3117, J-BL=-1669/3839, H-BL=-1669/3839 WEBS E-L=-775/1561, F-L=-1037/515, F-J=-439/717, G-J=-559/206, D-L=-1037/515, D-N=-439/717, C-N=-559/206 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=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-11-5, Interior(1) 2-11-5 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-11 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=792, H=792. 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 SAVANNAH CM 3C Truss A2 Truss Type Common Qty 5 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-k3C?0pVwNvnL48Cj5ac9jbT1YzFN50Er5JDz8czLTju Scale = 1:67.1 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 Y Z 5x8 5x6 5x8 5x6 5x6 3x8 3x4 1.5x4 3x4 1.5x4 5x6 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 1 8- 8 - 1 9- 0 - 1 3 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 0.72 0.90 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.71 0.20 0.40 (loc) L-N L-N H L-N l/defl >966 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 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 2-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-7-8 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=2047/0-3-8 (min. 0-2-3), H=2047/0-3-8 (min. 0-2-3) Max Horz B=-160(LC 10) Max UpliftB=-792(LC 12), H=-792(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-4275/1890, C-O=-4181/1902, C-D=-3850/1831, D-P=-2657/1252, E-P=-2564/1265, E-Q=-2564/1265, F-Q=-2657/1252, F-G=-3850/1831, G-R=-4181/1902, H-R=-4275/1890 BOT CHORD B-S=-1667/3839, N-S=-1667/3839, M-N=-1295/3117, M-T=-1295/3117, T-U=-1295/3117, U-V=-1295/3117, L-V=-1295/3117, L-W=-1297/3117, W-X=-1297/3117, X-Y=-1297/3117, K-Y=-1297/3117, J-K=-1297/3117, J-Z=-1669/3839, H-Z=-1669/3839 WEBS E-L=-775/1561, F-L=-1037/515, F-J=-439/717, G-J=-559/206, D-L=-1037/515, D-N=-439/717, C-N=-559/206 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=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 2-11-5, Interior(1) 2-11-5 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-11 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=792, H=792. 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 SAVANNAH CM 3C Truss B1 Truss Type GABLE Qty 2 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-8et8fqXpgq9wxbwInjAsKE5bdBKMIKmHnGRdkxzLTjr 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 ST4ST2ST1 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 GravB=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 SAVANNAH CM 3C Truss B2 Truss Type Common Qty 17 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-41?u4WY3CRPeAv4hu8CKQeBx7_?qmEGaEawkpqzLTjp 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 GravB=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 SAVANNAH CM 3C Truss B3 Truss Type Common Qty 2 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-0P7fUCaJk2fMPCE40ZEoV3GG0ohME8ktiuPrtizLTjn Scale: 3/16"=1' 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 9-6-0 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 SAVANNAH CM 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-R_on7EcC0z1wGgzehhoV7iugI?jtRWZJOseVU1zLTjk Scale = 1:53.6 T1 T1 B1 W1 W2 W3 W4 W5 W6 W2W3 W4W5 W6 HW1 HW1 ST1 ST1 ST2 ST3 ST4 B1 A B C D E F G H I N M L K JWXYZAAABACADAEAF AG AH 5x8 7x10 8x12 5x8 7x10 12x12 6x8 12x12 12x12 5x6 3x4 6x8 12x12 3x8 12x12 5x6 3x4 1.5x4 1.5x4 1.5x4 3x6 1.5x4 1.5x4 3x6 3x8 3x4 1.5x4 1.5x4 Special Special Special Special Special Special Special Special Special Special Special Special 3-11-0 3-11-0 7-9-0 3-10-0 11-9-0 4-0-0 15-9-0 4-0-0 19-7-0 3-10-0 23-6-0 3-11-0 2-11-4 2-11-4 5-10-8 2-11-4 7-9-0 1-10-8 11-9-0 4-0-0 15-9-0 4-0-0 17-7-8 1-10-8 20-6-12 2-11-4 23-6-0 2-11-4 0- 6 - 3 8- 4 - 3 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-5-2,0-2-0], [A:0-2-8,1-1-10], [B:0-2-4,0-2-8], [E:0-2-5,Edge], [G:0-1-0,0-1-8], [H:0-2-4,0-2-8], [I:0-2-8,1-1-10], [I:0-5-2,0-2-0], [J:0-6-0,0-7-8], [K:0-3-8 ,0-7-0], [L:0-6-0,0-7-8], [M:0-3-8,0-7-0], [N:0-6-0,0-7-4], [U:0-1-3,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.77 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.33 0.07 0.18 (loc) K-L K-L I K-L l/defl >999 >826 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 428 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 SLIDER Left 2x4 DF Stud/Std -X 2-3-10, Right 2x6 DF SS or 1800F 1.6E -X 2-3-11 BRACING- TOP CHORD Sheathed or 1-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=12317/0-5-8 (req. 0-6-9), I=11781/0-5-8 (req. 0-6-5) Max Horz A=173(LC 7) Max UpliftA=-4659(LC 8), I=-4454(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-16254/6126, B-C=-16108/6136, C-D=-14084/5387, D-E=-10797/4165, E-F=-10797/4165, F-G=-14259/5453, G-H=-16840/6412, H-I=-16991/6402 BOT CHORD A-W=-4981/13263, W-X=-4981/13263, N-X=-4981/13263, N-Y=-4585/12299, Y-Z=-4585/12299, M-Z=-4585/12299, M-AA=-4333/11673, AA-AB=-4333/11673, L-AB=-4333/11673, L-AC=-4388/11819, AC-AD=-4388/11819, K-AD=-4388/11819, K-AE=-4697/12597, AE-AF=-4697/12597, J-AF=-4697/12597, J-AG=-5211/13874, AG-AH=-5211/13874, I-AH=-5211/13874 WEBS E-L=-4494/11503, F-L=-4692/1835, F-K=-2108/5417, G-K=-1795/710, G-J=-1222/3137, H-J=-275/406, D-L=-4454/1745, D-M=-2001/5134, C-M=-1447/579, C-N=-960/2442, B-N=-274/403 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 - 3 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) The Fabrication Tolerance at joint L = 12% 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job SAVANNAH CM 3C Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:32 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-vBM9KZdqnH9nuqXrFOJkfvRr2P26AzpTcWN21TzLTjj NOTES- 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) WARNING: Required bearing size at joint(s) A, I greater than input bearing size. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=4659, I=4454. 12) 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. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1832 lb down and 695 lb up at 0-6-12, 1827 lb down and 693 lb up at 2-6-12, 1827 lb down and 693 lb up at 4-6-12, 1827 lb down and 693 lb up at 6-6-12, 1827 lb down and 693 lb up at 8-6-12, 1827 lb down and 693 lb up at 10-6-12, 1827 lb down and 693 lb up at 12-6-12, 1827 lb down and 693 lb up at 14-6-12, 1827 lb down and 693 lb up at 16-6-12, 1827 lb down and 693 lb up at 18-6-12, and 1827 lb down and 693 lb up at 20-6-12, and 1827 lb down and 693 lb up at 21-5-4 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-E=-84, E-I=-84, A-I=-14 Concentrated Loads (lb) Vert: W=-1824(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) AG=-1820(B) AH=-1820(B) Job SAVANNAH CM 3C Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-rZUwlFf4JuQV77hDMpLCkKWPoDvne37m4qs95MzLTjh Scale = 1:40.8 T1 T1 B1 ST5 ST4 ST3 ST2ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N W X 4x5 3x4 5x6 3x4 23-6-0 23-6-0 -1-0-0 1-0-0 11-9-0 11-9-0 23-6-0 11-9-0 24-6-0 1-0-0 0- 3 - 1 4 3- 9 - 0 4- 0 - 4 0- 3 - 1 4 3.50 12 Plate Offsets (X,Y)-- [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 91 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 23-6-0. (lb) - Max Horz B=43(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=255(LC 1), V=349(LC 1), L=255(LC 1), N=349(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-281/130, K-N=-281/130 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) -1-0-8 to 1-11-8, Exterior(2N) 1-11-8 to 11-9-0, Corner(3R) 11-9-0 to 14-9-0, Exterior(2N) 14-9-0 to 24-6-8 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, S, T, U, V, Q, P, O, L, N. 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 SAVANNAH CM 3C Truss D2 Truss Type Common Qty 3 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-nycgAxgLrWgDNRrcUENgplbfg0T76u42X8LGAEzLTjf Scale = 1:39.0 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H G I J K L M N O P Q 3x8 5x6 5x6 1.5x4 3x4 1.5x4 3x8 7-10-0 7-10-0 15-8-0 7-10-0 23-6-0 7-10-0 5-10-8 5-10-8 11-9-0 5-10-8 17-7-8 5-10-8 23-6-0 5-10-8 24-6-0 1-0-0 0- 3 - 1 4 3- 9 - 0 4- 0 - 4 0- 3 - 1 4 3.50 12 Plate Offsets (X,Y)-- [A:0-0-13,Edge], [E:0-0-13,Edge], [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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.57 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.35 0.09 0.22 (loc) G-H G-H E A-H l/defl >999 >797 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 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 3-4-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-0 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=1135/0-3-8 (min. 0-1-8), E=1239/0-3-8 (min. 0-1-8) Max Horz A=-45(LC 10) Max UpliftA=-434(LC 12), E=-484(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-3141/1649, B-I=-3068/1658, B-J=-2671/1524, C-J=-2595/1531, C-K=-2580/1552, D-K=-2655/1545, D-L=-3060/1671, E-L=-3120/1662 BOT CHORD A-M=-1544/2949, H-M=-1544/2949, H-N=-970/1930, N-O=-970/1930, O-P=-970/1930, G-P=-970/1930, G-Q=-1542/2928, E-Q=-1542/2928 WEBS C-G=-519/763, D-G=-613/263, C-H=-507/780, B-H=-622/266 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 11-9-0, Exterior(2R) 11-9-0 to 14-9-0, Interior(1) 14-9-0 to 24-6-8 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=434, E=484. 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 SAVANNAH CM 3C Truss E1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-G8A2NHhzcpo4_bQo1yvvMz8wjQxvrQmCmo5pihzLTje Scale = 1:29.8 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J O P 4x5 3x4 3x8 3x4 3x8 12-6-0 12-6-0 -1-0-0 1-0-0 6-3-0 6-3-0 12-6-0 6-3-0 13-6-0 1-0-0 0- 6 - 3 4- 8 - 3 5- 2 - 3 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,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 0.02 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: 59 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 12-6-0. (lb) - Max Horz B=108(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 1-11-0, Exterior(2N) 1-11-0 to 6-3-0, Corner(3R) 6-3-0 to 9-3-0, Exterior(2N) 9-3-0 to 13-7-0 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) B. 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 SAVANNAH CM 3C Truss F1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-CXHpoziD8Q2oEvaB9MxNRODGDEc5JKHVD6awmZzLTjc Scale = 1:26.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J O P 4x5 3x4 3x8 3x4 3x8 10-10-0 10-10-0 -1-0-0 1-0-0 5-5-0 5-5-0 10-10-0 5-5-0 11-10-0 1-0-0 0- 6 - 3 4- 1 - 8 4- 7 - 9 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:Edge,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,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 0.04 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: 51 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 10-10-0. (lb) - Max Horz B=-96(LC 10) 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 1-11-0, Exterior(2N) 1-11-0 to 5-5-0, Corner(3R) 5-5-0 to 8-5-0, Exterior(2N) 8-5-0 to 11-11-0 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) 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SAVANNAH CM 3C Truss F2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-8vPZDekTg2IWTCkZGnzrWpIZx1CGn8gnhQ31rSzLTja Scale = 1:25.8 T1 T1 B1 W1 A B C DEF G H I 5x8 5x6 5x8 4x12 Special Special Special Special Special 5-5-0 5-5-0 10-10-0 5-5-0 5-5-0 5-5-0 10-10-0 5-5-0 0- 6 - 3 4- 1 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-4-0,0-1-9], [C:0-4-0,0-1-9], [D:0-7-12,0-2-0] 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.44 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.01 0.04 (loc) C-D C-D C C-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4491/0-5-8 (min. 0-2-6), C=5627/0-5-8 (min. 0-3-0) Max Horz A=-79(LC 6) Max UpliftA=-1698(LC 8), C=-2129(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-5354/2005, B-C=-5353/2005 BOT CHORD A-E=-1585/4312, E-F=-1585/4312, D-F=-1585/4312, D-G=-1585/4312, G-H=-1585/4312, H-I=-1585/4312, C-I=-1585/4312 WEBS B-D=-2136/5488 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: 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1698, C=2129. 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1827 lb down and 693 lb up at 2-0-12, 1827 lb down and 693 lb up at 4-0-12, 1827 lb down and 693 lb up at 6-0-12, and 1827 lb down and 693 lb up at 8-0-12, and 1830 lb down and 695 lb up at 10-0-12 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-B=-84, B-C=-84, A-C=-14 Continued on page 2 Job SAVANNAH CM 3C Truss F2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:42 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-c6zxQ_l5RLQN5MImqVU430rkgRYVWbvxw4oaNuzLTjZ LOAD CASE(S) Standard Concentrated Loads (lb) Vert: E=-1820(B) F=-1820(B) G=-1820(B) H=-1820(B) I=-1823(B) Job SAVANNAH CM 3C Truss J1 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:43 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-4IXKeKmkBfYDjWtyOC?JcEOqxrs0F8B48kY7vKzLTjY Scale = 1:16.3 T1 W1 B1 HW1 A B C D E F G H 1.5x4 2x4 3x6 1.5x4 0-6-0 0-6-0 5-10-8 5-4-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 4 - 1 4 2- 7 - 1 4 2- 1 1 - 4 2- 4 - 6 0- 3 - 8 2- 7 - 1 4 4.50 12 Plate Offsets (X,Y)-- [B:0-1-2,0-0-3], [B:0-0-5,0-10-15] 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 0.54 0.55 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.08 (loc) B-D B-D D B-D l/defl >999 >723 n/a >828 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-8 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=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=94(LC 9) Max UpliftB=-157(LC 12), D=-105(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 5-10-4 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) except (jt=lb) B=157, D=105. 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 SAVANNAH CM 3C Truss J2 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SAVANNAH CM 3C Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Fri Apr 30 15:24:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:o2JzxLaBl_ZuNw9ih9_LsCz9M_B-YU5irgmMyzg4KgS8ywXY8Rw3aFFs_bRENOHhSnzLTjX Scale: 1"=1' T1 W1 B1 HW1 A B C D E F G H 1.5x4 2x4 3x6 1.5x4 0-6-0 0-6-0 3-10-8 3-4-8 -1-0-0 1-0-0 3-10-8 3-10-8 4-0-0 0-1-8 0- 4 - 1 4 1- 1 0 - 1 4 2- 2 - 4 1- 7 - 6 0- 3 - 8 1- 1 0 - 1 4 4.50 12 Plate Offsets (X,Y)-- [B:0-1-2,0-0-3], [B:0-0-5,0-10-15] 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 0.29 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (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: 15 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 3-10-8 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=298/0-3-8 (min. 0-1-8), D=165/0-1-8 (min. 0-1-8) Max Horz B=65(LC 9) Max UpliftB=-123(LC 12), D=-63(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 3-10-4 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=123. 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