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Home My WebLink AboutTRUSS SPECS - 20-00262 - 725 S 2470 W - New SFRJob 20-033777T Truss A1 Truss Type GABLE Qty 2 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-UzWpAEuFNGp7tjxIB5LuSbPj9TFD7zOd_Kw0VkzVNxD Scale = 1:63.0 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 HW2B2 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 K J I AZ BA BB BC BD BE BF BG 5x8 5x6 5x8 4x8 5x8 5x8 5x8 4x8 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:0-0-0,0-0-4], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:Edge,0-1-10], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.13 (loc) J-K J-K H H-I l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 277 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 WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. WEBS 1 Row at midpt D-J, F-J 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=-339(LC 12), H=-285(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AZ=-3468/1136, C-AZ=-3364/1150, C-D=-3089/1085, D-BA=-2171/872, E-BA=-2041/886, E-BB=-2041/896, F-BB=-2171/881, F-G=-3081/1122, G-BC=-3304/1194, H-BC=-3430/1181 BOT CHORD B-K=-904/2978, K-BD=-677/2435, BD-BE=-677/2435, J-BE=-677/2435, J-BF=-670/2431, BF-BG=-670/2431, I-BG=-670/2431, H-I=-941/2960 WEBS C-K=-456/273, D-K=-127/544, D-J=-881/422, E-J=-490/1334, F-J=-877/421, F-I=-157/537, G-I=-446/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-8, Exterior(2) 2-8-8 to 19-0-0, Corner(3) 19-0-0 to 22-9-5, Exterior(2) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical 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=339, H=285. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss A2 Truss Type Common Qty 17 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-uYBxoFx7gBBikAgtsEvb4D0DPgGwKNX4gI9g53zVNxA Scale = 1:63.0 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 HW2B2AB C D E F G H K J I L M N O P Q R S 5x8 5x6 5x8 4x8 5x8 1.5x4 5x8 5x8 1.5x4 4x8 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:0-0-0,0-0-4], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:Edge,0-1-10], [I:0-4-0,0-3-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.54 0.61 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.11 (loc) J-K J-K H J l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 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 WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 1 Row at midpt D-J, F-J 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=-339(LC 12), H=-285(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-3468/609, C-L=-3364/622, C-D=-3089/589, D-M=-2171/488, E-M=-2041/502, E-N=-2041/508, F-N=-2171/494, F-G=-3081/613, G-O=-3304/651, H-O=-3430/638 BOT CHORD B-K=-479/2978, K-P=-340/2435, P-Q=-340/2435, J-Q=-340/2435, J-R=-336/2431, R-S=-336/2431, I-S=-336/2431, H-I=-497/2960 WEBS C-K=-456/175, D-K=-47/544, D-J=-881/252, E-J=-264/1334, F-J=-877/252, F-I=-66/537, G-I=-446/192 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2) 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;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=339, H=285. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss A3 Truss Type Common Qty 2 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-I7t4RHz0z6ZHbePSXMSIisel2uIeXkLWMGNKiNzVNx7 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2B2AB C D E F G H I L K J M N O P Q R S T 5x8 5x6 5x8 4x8 5x8 5x8 5x8 1.5x4 1.5x4 4x8 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:0-0-0,0-0-4], [D:0-4-0,0-3-0], [F:0-4-0,0-3-0], [H:0-0-0,0-0-4], [J:0-4-0,0-3-0], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.61 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.11 (loc) J-K J-K H K l/defl >999 >953 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 9-9-7 oc bracing. WEBS 1 Row at midpt F-K, D-K 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 10) Max UpliftB=-339(LC 12), H=-339(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-3472/610, C-M=-3369/623, C-D=-3094/590, D-N=-2176/489, E-N=-2046/503, E-O=-2046/503, F-O=-2176/489, F-G=-3094/590, G-P=-3369/623, H-P=-3472/610 BOT CHORD B-L=-455/2982, L-Q=-309/2440, Q-R=-309/2440, K-R=-309/2440, K-S=-324/2440, S-T=-324/2440, J-T=-324/2440, H-J=-463/2982 WEBS E-K=-260/1338, F-K=-881/253, F-J=-47/544, G-J=-456/175, D-K=-881/253, D-L=-47/544, C-L=-456/175 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2) 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;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=339, H=339. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Bv7aGf0W1K3i3FiDmCXEsipNyVdUTXR6HuLXr9zVNx3 Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2B2 ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7ST5 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 L K J BA BB BC BD BE BF BG BH 5x8 5x6 5x8 4x8 5x8 3x4 5x8 5x8 3x8 4x8 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:0-0-0,0-0-4], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-0-0,0-0-4], [J:0-4-0,0-1-12], [J:0-4-0,0-3-4], [K:0-4-0,0-3-0], [L:0-4-0,0-3-4], [L:0-2-0,0-0-7] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.74 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.63 0.20 0.18 (loc) J-K J-K H K l/defl >999 >757 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 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-11 oc bracing. WEBS 1 Row at midpt F-K, D-K 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 11) Max UpliftB=-351(LC 12), H=-351(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-4275/1408, C-BA=-4181/1420, C-D=-3801/1295, D-BB=-2648/1008, E-BB=-2530/1021, E-BC=-2530/1021, F-BC=-2648/1008, F-G=-3801/1295, G-BD=-4181/1420, H-BD=-4275/1408 BOT CHORD B-L=-1180/3839, L-BE=-901/3117, BE-BF=-901/3117, K-BF=-901/3117, K-BG=-907/3117, BG-BH=-907/3117, J-BH=-907/3117, H-J=-1178/3839 WEBS E-K=-467/1430, F-K=-1037/455, F-J=-130/588, G-J=-559/307, D-K=-1037/455, D-L=-130/587, C-L=-559/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-11 to 2-11-5, Exterior(2) 2-11-5 to 20-0-0, Corner(3) 20-0-0 to 24-0-0, Exterior(2) 24-0-0 to 41-0-11 zone; cantilever left and right exposed ; end vertical 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=351, H=351. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss B2 Truss Type Common Qty 5 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-bTojvg3PKFSHwiRoRK4xUKRuBifBgwbYzsaCSTzVNx0 Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2B2AB C D E F G H I L K J M N O P Q R S T 5x8 5x6 5x8 4x8 5x8 5x8 5x8 1.5x4 1.5x4 4x8 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:0-0-0,0-0-4], [D:0-4-0,0-3-4], [F:0-4-0,0-3-4], [H:0-0-0,0-0-4], [J:0-4-0,0-3-4], [K:0-4-0,0-3-0], [L:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.74 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.63 0.20 0.17 (loc) J-K J-K H K l/defl >999 >757 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 2-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 1 Row at midpt F-K, D-K 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 11) Max UpliftB=-351(LC 12), H=-351(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-4275/755, C-M=-4181/767, C-D=-3801/696, D-N=-2648/556, E-N=-2530/569, E-O=-2530/569, F-O=-2648/556, F-G=-3801/696, G-P=-4181/767, H-P=-4275/756 BOT CHORD B-L=-621/3839, L-Q=-451/3117, Q-R=-451/3117, K-R=-451/3117, K-S=-464/3117, S-T=-464/3117, J-T=-464/3117, H-J=-625/3839 WEBS E-K=-243/1430, F-K=-1037/268, F-J=-44/588, G-J=-559/195, D-K=-1037/268, D-L=-44/587, C-L=-559/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-11 to 2-11-5, Interior(1) 2-11-5 to 20-0-0, Exterior(2) 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;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=351, H=351. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-yRbcyO6X8o4a1UJmEtg6BO8igjJqL0nH78Hz6hzVNwx Scale = 1:56.9 T1 T1 B1 W1 W2 W3 W4 W1 W2W3 W4 B2 ST3 ST2 ST1 ST2 ST1 ST4 ST5 ST6 ST7 HW1 HW2A B C D E F G K J I H M Z AA AB AC AD AE AF AG AH AI 8x12 MT20HS 12x16 MT18HS 8x12 MT20HS12x12 12x12 3x4 12x12 12x12 1.5x4 3x6 2x4 1.5x4 3x6 6x8 3x8 2x4 1.5x4 3x6 7x10 4x12 1.5x4 3x6 1.5x4 1.5x4 3x6 3x6 1.5x4 Special Special Special Special Special Special Special Special Special Special Special Special 4-8-6 4-8-6 9-4-13 4-8-6 14-1-3 4-8-6 18-9-10 4-8-6 23-6-0 4-8-6 3-11-0 3-11-0 7-10-0 3-11-0 11-9-0 3-11-0 15-8-0 3-11-0 19-7-0 3-11-0 23-6-0 3-11-0 0- 6 - 3 8- 4 - 3 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-3-4,Edge], [C:0-4-0,0-3-1], [D:0-3-0,0-9-8], [E:0-6-0,0-2-9], [G:0-3-4,Edge], [J:0-6-0,0-6-4], [M:0-2-6,0-1-10] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.91 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.37 0.08 0.12 (loc) J-K J-K G J-K l/defl >999 >740 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 414 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std WEDGE Left: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=12199/0-5-8 (req. 0-6-8), G=11901/0-5-8 (req. 0-6-6) Max Horz A=-175(LC 23) Max UpliftA=-1958(LC 8), G=-1912(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-16192/2610, B-C=-15921/2637, C-D=-12628/2152, D-E=-12605/2149, E-F=-15944/2641, F-G=-16213/2613 BOT CHORD A-Z=-2072/13099, Z-AA=-2072/13099, K-AA=-2072/13099, K-AB=-1701/11060, AB-AC=-1701/11060, J-AC=-1701/11060, J-AD=-1175/8088, AD-AE=-1175/8088, I-AE=-1175/8088, I-AF=-1700/11048, AF-AG=-1700/11048, H-AG=-1700/11048, H-AH=-2075/13121, AH-AI=-2075/13121, G-AI=-2075/13121 WEBS D-M=-2285/13543, I-M=-1204/7131, E-I=-2240/458, E-H=-715/4309, F-H=-248/503, J-M=-1214/7198, C-J=-2213/454, C-K=-706/4250, B-K=-248/512 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: 2x8 - 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 7-10; 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; 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 MT20 plates unless otherwise indicated. 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. 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, with BCDL = 7.0psf. 10) WARNING: Required bearing size at joint(s) A, G greater than input bearing size. Continued on page 2 Job 20-033777T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:23 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Qd9_9k79v5CQeduyobBLkbhsP7f34T1QLo1Wf7zVNww NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1958, G=1912. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1824 lb down and 294 lb up at 0-6-12, 1820 lb down and 299 lb up at 2-6-12, 1820 lb down and 299 lb up at 4-6-12, 1820 lb down and 299 lb up at 6-6-12, 1820 lb down and 299 lb up at 8-6-12, 1820 lb down and 299 lb up at 10-6-12, 1820 lb down and 299 lb up at 12-6-12, 1820 lb down and 299 lb up at 14-6-12, 1820 lb down and 299 lb up at 16-6-12, 1820 lb down and 299 lb up at 18-6-12, and 1820 lb down and 299 lb up at 20-6-12, and 1822 lb down and 297 lb up at 22-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: H=-1820(B) K=-1820(B) Z=-1824(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) AI=-1822(B) Job 20-033777T Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-M0HlaP9QRjS8ux2Kv0Dpp0mPNxYuYbEjp5Wdj0zVNwu 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 Y Z 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.12 0.05 0.06 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 10) 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=-281/145, K-N=-281/145 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-8 to 1-11-8, Exterior(2) 1-11-8 to 11-9-0, Corner(3) 11-9-0 to 14-9-0, Exterior(2) 14-9-0 to 24-6-8 zone; cantilever left and right exposed ; end vertical 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss D2 Truss Type Common Qty 3 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-nbztCRBIkeqjlPnvb8nWRfOqF8SRltS9V3kHKLzVNwr Scale = 1:38.0 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E H G F I J K L 3x8 4x8 3x8 3x6 3x4 1.5x4 3x4 1.5x4 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 0- 3 - 1 4 3- 9 - 0 0- 3 - 1 4 3.50 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.57 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.35 0.09 0.11 (loc) F-H F-H E F-H l/defl >999 >800 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 86 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 3-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-8 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=1137/0-3-8 (min. 0-1-8), E=1137/0-3-8 (min. 0-1-8) Max Horz A=-40(LC 10) Max UpliftA=-177(LC 12), E=-177(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-3149/602, B-I=-3076/609, B-J=-2679/506, C-J=-2603/513, C-K=-2603/513, D-K=-2679/506, D-L=-3076/609, E-L=-3149/602 BOT CHORD A-H=-544/2957, G-H=-322/1939, F-G=-322/1939, E-F=-544/2957 WEBS C-F=-92/780, D-F=-622/199, C-H=-92/780, B-H=-622/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-9-0, Exterior(2) 11-9-0 to 14-9-0, Interior(1) 14-9-0 to 23-4-4 zone; cantilever left and right exposed ; end vertical 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=177, E=177. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss E1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-BAe0rTDB1ZDIcsVUGGKD3H0RdMbfxJtcB1zxxgzVNwo 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 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:0-0-0,0-0-12], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.05 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 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 7-10; 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(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 6-3-0, Corner(3) 6-3-0 to 9-3-0, Exterior(2) 9-3-0 to 13-7-0 zone; cantilever left and right exposed ; end vertical 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss F1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-blK8TUG3JUbtTKE3xPuwgweytZdG8gg2t?BbY_zVNwl 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 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:0-0-0,0-0-12], [B:0-1-15,Edge], [H:0-0-0,0-0-12], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.04 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 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 7-10; 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(3) -1-1-0 to 1-11-0, Exterior(2) 1-11-0 to 5-5-0, Corner(3) 5-5-0 to 8-5-0, Exterior(2) 8-5-0 to 11-11-0 zone; cantilever left and right exposed ; end vertical 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss F2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-0K?H5WIycPzRKnzecXRdIYGN0mXsLp_UZzQF8JzVNwi Scale = 1:25.8 T1 T1 B1 W1W1 A B C E DFGH I J 3x8 5x8 3x8 4x12 4x12 Special Special Special Special Special 3-7-5 3-7-5 7-2-11 3-7-5 10-10-0 3-7-5 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:0-8-0,0-1-0], [C:0-8-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.55 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.02 0.03 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 103 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-1-2 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=-83(LC 23) Max UpliftA=-722(LC 8), C=-903(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-6579/1060, B-C=-6612/1070 BOT CHORD A-F=-790/5249, E-F=-790/5249, E-G=-506/3432, G-H=-506/3432, D-H=-506/3432, D-I=-797/5299, I-J=-797/5299, C-J=-797/5299 WEBS B-D=-633/4082, B-E=-616/3972 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: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (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; 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=722, C=903. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1820 lb down and 299 lb up at 2-0-12, 1820 lb down and 299 lb up at 4-0-12, 1820 lb down and 299 lb up at 6-0-12, and 1820 lb down and 299 lb up at 8-0-12, and 1823 lb down and 296 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 Continued on page 2 Job 20-033777T Truss F2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:38 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-UWZfJsJaNi5IyxYqAEysrmpYmAs54GEeod9phmzVNwh LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=-84, B-C=-84, A-C=-14 Concentrated Loads (lb) Vert: F=-1820(B) G=-1820(B) H=-1820(B) I=-1820(B) J=-1823(B) Job 20-033777T Truss G1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-QvhQkYKqvKL0BFhDIf?KwBuxt_dSYOpxGxevlezVNwf Scale: 1"=1' T1 W1 B1 HW1 A B C D E F 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-D B-D D B l/defl >999 >999 n/a **** 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=-82(LC 12), D=-22(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -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;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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss G2 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-MHpA9DM4RxbkQYrcP41o?czCanHo0IIDjF70qXzVNwd Scale = 1:16.3 T1 W1 B1 HW1 A B C D E F 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.37 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.00 (loc) B-D B-D D B l/defl >999 >723 n/a **** 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=-94(LC 12), D=-41(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -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;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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-033777T Truss H1 Truss Type Monopitch Qty 7 Ply 1 KARTCHNER SF3B14 SAVANNAH C Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Tue Mar 31 13:49:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-nsUJnFOzkszJH0aA4DaVdEbq4?N4De2gPDMgQszVNwa Scale = 1:8.5 T1 W1 B1 A B C D 1.5x4 1.5x4 2x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-0 0-1-8 0- 4 - 1 1- 2 - 1 1- 6 - 1 3 0- 1 0 - 9 0- 3 - 8 1- 2 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-10-8 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)D=60/0-1-8 (min. 0-1-8), B=209/0-5-8 (min. 0-1-8) Max Horz B=38(LC 11) Max UpliftD=-9(LC 9), B=-72(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical 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, B. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard