Loading...
HomeMy WebLinkAboutTRUSS SPECS - 23-00587 - 2125 W 640 S - New SFRJob MAGNOLIA CM 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-YJWQ0MMgAHCT1lqUwM_fM4GLa81BMwSkLYaB2WyBORQ Scale = 1:71.2 T1 T2 B1 W1 W2 W3 W4 W5 W6 W8 W9 W10 W7 EV2 WCR2 B2 T3 T4 B3B4W11W12W13 W14 W15 W16 W17 W18 W19 T5 T6 ST3 ST4 ST5 ST6 ST7ST8 ST12 ST13 ST14 ST15 A B C D E F G H I J K L M N O AC AB AA Y W S R Q P Z X V U T AD AU 4x8 5x6 4x8 3x6 5x8 3x4 3x4 7x10 7x10 5x10 5x10 3x4 5x8 2x4 5x6 5x8 7x10 7x10 7x10 5x8 4x5 4x5 4x12 4x5 4x5 2x4 2x4 15-0-0 7- 1 1 - 1 2 6-0-0 6-0-0 12-0-0 6-0-0 16-4-4 4-4-4 19-11-4 3-7-0 23-6-4 3-7-0 27-7-0 4-0-12 31-7-12 4-0-12 36-0-0 4-4-4 40-2-8 4-2-8 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 16-4-4 4-4-4 21-5-14 5-1-10 22-8-3 1-2-5 24-0-0 1-3-13 25-3-13 1-3-13 26-6-2 1-2-5 31-7-12 5-1-10 36-0-0 4-4-4 40-2-8 4-2-8 0- 4 - 1 10 - 4 - 1 10 - 8 - 1 3 3- 7 - 0 1- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [E:0-4-0,Edge], [F:0-1-14,0-3-8], [L:0-1-14,0-2-8], [M:0-4-0,Edge], [Q:0-2-12,0-3-0], [T:0-2-8,0-2-8], [W:0-4-0,0-3-0], [Z:0-2-8,Edge], [AB:0-2-4,0-3-0], [AJ:0-1-13,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.51 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.38 0.05 0.11 (loc) AA-AB AA-AB W AA-AB l/defl >999 >728 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 330 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T3,T4: 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* W5,W8: 2x6 DF 1800F 1.6E or 2x6 DF SS W14,W15,W16,W17: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-2-5 oc purlins, except end verticals. Except: 1 Row at midpt G-I, I-K BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. Except: 6-0-0 oc bracing: T-Z JOINTS 1 Brace at Jt(s): I, AD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1189/0-5-8 (min. 0-1-8), P=700/Mechanical, W=1368/0-5-8 (min. 0-2-1) Max Horz B=198(LC 11) Max UpliftB=-148(LC 12) Max Grav B=1189(LC 1), P=754(LC 19), W=1965(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AU=-2164/398, C-AU=-2071/409, C-D=-1436/236, D-E=-576/6, E-F=-477/15, F-G=-422/31, G-H=-364/13, H-I=-112/530, I-J=-107/519, J-K=-375/17, K-L=-405/26, L-M=-433/0, M-N=-523/0, N-O=-603/82, O-P=-733/143 BOT CHORD B-AC=-461/1899, AB-AC=-461/1899, AA-AB=-451/2498, Y-AA=-529/2828, W-Y=-2571/435, S-W=-2571/435, R-S=-159/1187, Q-R=-128/1078, X-Z=-476/206, V-X=-476/206, U-V=-268/968, T-U=-268/968 WEBS C-AB=-722/304, D-AB=-142/646, D-Z=-1252/414, H-AD=-999/141, J-AD=-999/141, N-T=-268/229, N-Q=-276/48, O-Q=-34/643, V-W=-1801/0, S-U=-454/0, X-Y=-373/0, Y-Z=-2233/673, V-Y=-277/3400, S-V=-15/2608, S-T=-1118/549, Z-AB=-1341/319, Q-T=-582/250 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=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 2-11-9, Exterior(2N) 2-11-9 to 16-3-4, Corner(3R) 31-8-12 to 36-0-0, Exterior(2N) 36-0-0 to 40-0-12 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. 8) Ceiling dead load (5.0 psf) on member(s). H-AD, J-AD 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. X-Z, V-X, U-V, T-U Continued on page 2 Job MAGNOLIA CM 3C Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:21 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-UidAR2OwiuSBG2_t1m07RVMh4yifqqx1ps3H7OyBORO NOTES- 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=148. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss A2 Truss Type Common Qty 7 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-zuBYeOOYTCa2uCZ3bUXMziusqM2uZHBA2WorfryBORN Scale = 1:73.3 T1 T2 B1 W1 W2 W3 W4 W5 W6 W8 W9 W10 W7 EV2 WCR2B2 T3 T4 B3B4W11W12W13 W14 W15 W16 W17 W18 W19 T5 T6 A B C D E F G H I J K L M N O AC AB AA Y W S R Q P Z X V U T AD AE 4x8 5x6 4x8 3x6 5x8 3x4 1.5x4 3x4 7x10 7x10 1.5x4 5x10 1.5x4 5x10 3x4 5x8 1.5x4 2x4 5x6 5x8 7x10 1.5x4 7x10 1.5x4 7x10 5x8 4x5 4x5 4x12 4x5 4x5 15-0-0 7- 1 1 - 1 2 6-0-0 6-0-0 12-0-0 6-0-0 16-4-4 4-4-4 19-11-4 3-7-0 23-6-4 3-7-0 27-7-0 4-0-12 31-7-12 4-0-12 36-0-0 4-4-4 40-2-8 4-2-8 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 16-4-4 4-4-4 21-5-14 5-1-10 22-8-3 1-2-5 24-0-0 1-3-13 25-3-13 1-3-13 26-6-2 1-2-5 31-7-12 5-1-10 36-0-0 4-4-4 40-2-8 4-2-8 0- 4 - 1 10 - 4 - 1 10 - 8 - 1 3 3- 7 - 0 1- 2 - 0 5.00 12 Plate Offsets (X,Y)-- [E:0-4-0,Edge], [F:0-1-14,0-3-8], [L:0-1-14,0-2-8], [M:0-4-0,Edge], [Q:0-2-12,0-3-0], [T:0-2-8,0-2-8], [W:0-4-0,0-3-0], [Z:0-2-8,Edge], [AB:0-2-4,0-3-0] 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 0.41 0.51 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.38 0.05 0.11 (loc) AA-AB AA-AB W AA-AB l/defl >999 >728 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 302 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T3,T4: 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* W5,W8: 2x6 DF 1800F 1.6E or 2x6 DF SS W14,W15,W16,W17: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 BRACING- TOP CHORD Sheathed or 4-2-5 oc purlins, except end verticals. Except: 1 Row at midpt G-I, I-K BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. Except: 6-0-0 oc bracing: T-Z JOINTS 1 Brace at Jt(s): I, AD MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1189/0-5-8 (min. 0-1-8), P=700/Mechanical, W=1368/0-5-8 (min. 0-2-1) Max Horz B=198(LC 11) Max UpliftB=-148(LC 12) Max Grav B=1189(LC 1), P=754(LC 19), W=1965(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AE=-2164/166, C-AE=-2073/176, C-D=-1436/102, D-E=-576/0, E-F=-477/0, F-G=-422/7, G-H=-364/0, H-I=-83/530, I-J=-82/519, J-K=-375/0, K-L=-405/10, L-M=-433/0, M-N=-523/0, N-O=-603/65, O-P=-733/41 BOT CHORD B-AC=-288/1899, AB-AC=-288/1899, AA-AB=-368/2498, Y-AA=-435/2828, W-Y=-2571/196, S-W=-2571/196, R-S=-143/1187, Q-R=-96/1078, X-Z=-476/206, V-X=-476/206, U-V=-279/968, T-U=-279/968 WEBS C-AB=-722/166, D-AB=-71/646, D-Z=-1252/282, H-AD=-999/93, J-AD=-999/93, N-T=-268/204, N-Q=-276/27, O-Q=0/643, V-W=-1801/0, S-U=-454/0, X-Y=-373/0, Y-Z=-2233/515, V-Y=-136/3400, S-V=0/2608, S-T=-1118/426, Z-AB=-1341/235, Q-T=-582/250 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 2-11-9, Interior(1) 2-11-9 to 16-3-4, Exterior(2R) 31-8-12 to 36-0-0, Interior(1) 36-0-0 to 40-0-12 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) Ceiling dead load (5.0 psf) on member(s). H-AD, J-AD 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. X-Z, V-X, U-V, T-U 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=148. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-vGJJ34Qo?pqm7WjSivaq37_Hg9r?1MeTVqHxkjyBORL Scale = 1:49.3 T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 B2 ST12 A B C D E F G H I J K L M N O Z Y X W V U T S R Q P AA AB 4x5 3x4 5x6 3x4 24-10-0 24-10-0 -1-0-0 1-0-0 12-5-0 12-5-0 24-10-0 12-5-0 25-10-0 1-0-0 0- 6 - 1 7- 8 - 1 5 8- 1 - 1 5 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [U:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 24-10-0. (lb) - Max Horz B=175(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, V, W, X, Y, Z, T, S, R, Q, N, P Max Grav All reactions 250 lb or less at joint(s) B, U, V, W, X, Y, Z, T, S, R, Q, N, P 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) -1-0-14 to 1-11-2, Exterior(2N) 1-11-2 to 12-5-0, Corner(3R) 12-5-0 to 15-5-0 , Exterior(2N) 15-5-0 to 25-10-14 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, V, W, X, Y, Z, T, S, R, Q, N, P. 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 MAGNOLIA CM 3C Truss B2 Truss Type Common Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-NTthHQRQm7ydlgIeGc53bLWMFZ44moEckU1VGAyBORK Scale = 1:46.9 T1 T2 B1 W1 W2 W3 W4 B2A B C D E F G J I H K L M N 5x6 3x6 3x6 3x4 1.5x4 3x4 1.5x4 3x6 8-3-5 8-3-5 16-6-11 8-3-5 24-10-0 8-3-5 -1-0-0 1-0-0 6-2-8 6-2-8 12-5-0 6-2-8 18-7-8 6-2-8 24-10-0 6-2-8 25-10-0 1-0-0 0- 6 - 1 7- 8 - 1 5 8- 1 - 1 5 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-0-4,0-0-0], [F:0-0-4,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.48 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.05 0.04 (loc) H-J H-J F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1304/0-5-8 (min. 0-1-8), F=1304/0-5-8 (min. 0-1-8) Max Horz B=175(LC 11) Max UpliftB=-238(LC 12), F=-238(LC 12) Max Grav B=1320(LC 17), F=1320(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1865/322, C-K=-1666/341, D-K=-1548/354, D-L=-1548/354, E-L=-1666/341, E-F=-1865/322 BOT CHORD B-J=-191/1616, J-M=-38/1059, I-M=-38/1059, I-N=-38/1059, H-N=-38/1059, F-H=-191/1487 WEBS D-H=-118/736, E-H=-456/195, D-J=-118/736, C-J=-456/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 25-10-14 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=238, F=238. 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 MAGNOLIA CM 3C Truss B3 Truss Type Common Qty 4 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-rfR3UmS3XQ4UNpsrqKcI8Y3XkzPpVFImy8m2ocyBORJ Scale = 1:46.3 T1 T2 B1 W1 W2 W3 W4 B2 A B C D E F I H G J K L M 4x5 5x6 3x6 3x4 1.5x4 3x4 1.5x4 4x5 8-3-5 8-3-5 16-6-11 8-3-5 24-10-0 8-3-5 6-2-8 6-2-8 12-5-0 6-2-8 18-7-8 6-2-8 24-10-0 6-2-8 25-10-0 1-0-0 0- 6 - 1 7- 8 - 1 5 8- 2 - 0 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-1-0], [E:Edge,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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.51 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.05 0.06 (loc) G-I A-I E A-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1200/Mechanical, E=1315/0-5-8 (min. 0-1-8) Max Horz A=-172(LC 10) Max UpliftA=-186(LC 12), E=-241(LC 12) Max Grav A=1235(LC 17), E=1330(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1916/337, B-J=-1714/355, C-J=-1594/368, C-K=-1566/358, D-K=-1684/345, D-E=-1883/325 BOT CHORD A-I=-202/1673, I-L=-43/1077, H-L=-43/1077, H-M=-43/1077, G-M=-43/1077, E-G=-196/1503 WEBS C-G=-117/733, D-G=-456/195, C-I=-126/780, B-I=-487/202 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) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 25-10-14 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) A=186, E=241. 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 MAGNOLIA CM 3C Truss B4 Truss Type Common Qty 10 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-Jr?Rh6ShIkCL?zR1O17XgmciUNl3EiYvBnWcK2yBORI Scale = 1:46.1 T1 T2 B1 W1 W2 W3 W4 B2 A B C D E H G F I J K L 4x5 5x6 4x5 3x6 3x4 1.5x4 3x4 1.5x4 8-3-5 8-3-5 16-6-11 8-3-5 24-10-0 8-3-5 6-2-8 6-2-8 12-5-0 6-2-8 18-7-8 6-2-8 24-10-0 6-2-8 0- 6 - 1 7- 8 - 1 5 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-1-0], [E:0-0-0,0-1-0] 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 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.51 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.22 0.05 0.06 (loc) F-H E-F E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-3-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1211/Mechanical, E=1211/Mechanical Max Horz A=-165(LC 10) Max UpliftA=-189(LC 12), E=-189(LC 12) Max Grav A=1245(LC 17), E=1245(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1936/341, B-I=-1732/359, C-I=-1612/372, C-J=-1612/372, D-J=-1732/359, D-E=-1936/341 BOT CHORD A-H=-230/1683, H-K=-69/1088, G-K=-69/1088, G-L=-69/1088, F-L=-69/1088, E-F=-222/1559 WEBS C-F=-125/778, D-F=-487/202, C-H=-125/778, B-H=-487/202 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) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 12-5-0, Exterior(2R) 12-5-0 to 15-5-0, Interior(1) 15-5-0 to 24-9-4 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) A=189, E=189. 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 MAGNOLIA CM 3C Truss B5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-n2YqvRTJ32KCc70DxlemDz8_rnClzAd3QRF9tUyBORH Scale: 1/4"=1' T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 B2 ST12A B C D E F G H I J K L M X W V U T S R Q P O N Y Z 3x4 4x5 3x4 5x6 24-10-0 24-10-0 12-5-0 12-5-0 24-10-0 12-5-0 0- 6 - 1 7- 8 - 1 5 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [S: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 0.06 0.03 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 133 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 24-10-0. (lb) - Max Horz A=-165(LC 10) Max Uplift All uplift 100 lb or less at joint(s) A, T, U, V, W, X, R, Q, P, O, N Max Grav All reactions 250 lb or less at joint(s) A, M, S, T, U, V, W, R, Q, P, O except X=252(LC 23), N=252(LC 24) 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) 0-0-0 to 3-0-0, Exterior(2N) 3-0-0 to 12-5-0, Corner(3R) 12-5-0 to 15-5-0, Exterior(2N) 15-5-0 to 24-10-0 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) A, T, U, V, W, X, R, Q, P, O, 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 MAGNOLIA CM 3C Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-kQgaK7VZafbvsRAc39hEIOEJBauSR4gLtlkGxNyBORF Scale = 1:48.6 T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7ST8 ST9 ST10 ST11 ST12 ST13 T3 T4 B2 ST14 A B C D E F G H I J K L M N O P Q AD AC AB AA Z Y X W V U T S R 4x5 3x4 5x6 5x6 5x6 3x4 28-3-8 28-3-8 -1-0-0 1-0-0 14-1-12 14-1-12 28-3-8 14-1-12 29-3-8 1-0-0 0- 4 - 1 6- 2 - 1 2 6- 7 - 8 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [L:0-3-0,0-3-0], [X: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 0.07 0.02 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 136 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-3-8. (lb) - Max Horz B=-98(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) B, X, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R 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=28ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 2-1-12, Exterior(2N) 2-1-12 to 14-1-12, Corner(3R) 14-1-12 to 17-1-12, Exterior(2N) 17-1-12 to 29-4-3 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, Y, Z, AA, AB, AC, AD, W, V, U, T, S, P, R. 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 MAGNOLIA CM 3C Truss C2 Truss Type Common Qty 7 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-gpoKlpWp6Grd5kK_AajiNpJXvOQSvyceL3DN0GyBORD Scale: 1/4"=1' T1 T2 B1 W1 W2 W3 W4T3 T4 B2A B C D E F G J I H K L M N O P 5x6 4x5 5x6 3x6 6x8 3x6 6x8 4x5 9-5-3 9-5-3 18-10-5 9-5-3 28-3-8 9-5-3 -1-0-0 1-0-0 7-0-14 7-0-14 14-1-12 7-0-14 21-2-10 7-0-14 28-3-8 7-0-14 29-3-8 1-0-0 0- 4 - 1 6- 2 - 1 2 6- 7 - 8 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-1-10,Edge], [C:0-4-0,Edge], [E:0-4-0,Edge], [F:0-1-10,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 0.63 0.69 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.41 0.09 0.08 (loc) H-J H-J F B-J l/defl >999 >820 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1472/0-5-8 (min. 0-1-9), F=1472/0-5-8 (min. 0-1-9) Max Horz B=-98(LC 10) Max UpliftB=-264(LC 12), F=-264(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2787/506, C-K=-2690/526, C-L=-2444/478, D-L=-2338/487, D-M=-2338/487, E-M=-2444/478, E-N=-2690/526, F-N=-2787/506 BOT CHORD B-J=-411/2496, J-O=-199/1614, I-O=-199/1614, I-P=-199/1614, H-P=-199/1614, F-H=-416/2466 WEBS D-H=-122/909, E-H=-617/223, D-J=-122/909, C-J=-617/223 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=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 14-1-12, Exterior(2R) 14-1-12 to 17-1-12, Interior(1) 17-1-12 to 29-4-3 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=264, F=264. 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 MAGNOLIA CM 3C Truss C3 Truss Type COMMON GIRDER Qty 1 Ply 3 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-8?Mjy9XStazUjuvBkIExw1si6ojceImoZjzwYiyBORC Scale = 1:44.9 T1 T2 B1 W1 W2 W3 W4 W5 W6W7 W8W9 B2 A B C D E F G L K J I HMNOPQRSTUV W X4x12 5x6 4x12 8x12 3x8 6x8 3x6 3x8 3x8 6x8 3x6 3x8 Special Special Special Special Special Special Special Special Special Special Special Special Special 4-8-9 4-8-9 9-5-3 4-8-9 14-1-12 4-8-9 18-10-5 4-8-9 23-6-15 4-8-9 28-3-8 4-8-9 4-8-9 4-8-9 9-5-3 4-8-9 14-1-12 4-8-9 18-10-5 4-8-9 23-6-15 4-8-9 28-3-8 4-8-9 0- 4 - 1 6- 2 - 1 2 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [A:0-4-5,0-1-15], [G:0-4-5,0-1-15], [I:0-3-8,0-4-4], [J:0-6-0,0-4-8], [K:0-3-8,0-4-4] 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 0.60 0.82 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.52 0.15 0.17 (loc) J-K J-K G J-K l/defl >885 >638 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 454 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=9071/0-5-8 (min. 0-3-4), G=9181/0-5-8 (min. 0-3-4) Max Horz A=-91(LC 25) Max UpliftA=-1480(LC 8), G=-1500(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-20660/3377, B-C=-16958/2805, C-D=-12772/2151, D-E=-12772/2151, E-F=-16954/2805, F-G=-20735/3393 BOT CHORD A-M=-3069/18949, M-N=-3069/18949, L-N=-3069/18949, L-O=-3069/18949, O-P=-3069/18949, K-P=-3069/18949, K-Q=-2492/15611, Q-R=-2492/15611, J-R=-2492/15611, J-S=-2492/15607, S-T=-2492/15607, I-T=-2492/15607, I-U=-3084/19020, U-V=-3084/19020, H-V=-3084/19020, H-W=-3084/19020, W-X=-3084/19020, G-X=-3084/19020 WEBS D-J=-1543/9368, E-J=-5049/869, E-I=-683/4389, F-I=-3705/639, F-H=-390/2653, C-J=-5054/868, C-K=-682/4393, B-K=-3625/623, B-L=-379/2596 NOTES- 1) 3-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: 2x6 - 2 rows staggered at 0-5-0 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=28ft; 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=1480, G=1500. 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. Continued on page 2 Job MAGNOLIA CM 3C Truss C3 Truss Type COMMON GIRDER Qty 1 Ply 3 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:34 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-cCw5AVY4eu5LK2UNI?lASEOtsB3qNl?xoNiT48yBORB NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1186 lb down and 200 lb up at 2-2-12, 1186 lb down and 200 lb up at 4-2-12, 1186 lb down and 200 lb up at 6-2-12, 1197 lb down and 203 lb up at 8-2-12, 1197 lb down and 203 lb up at 10-2-12, 1197 lb down and 203 lb up at 12-2-12, 1197 lb down and 203 lb up at 14-2-12, 1197 lb down and 203 lb up at 16-2-12, 1197 lb down and 203 lb up at 18-2-12, 1197 lb down and 203 lb up at 20-2-12, 1197 lb down and 203 lb up at 22-2-12, and 1197 lb down and 203 lb up at 24-2-12, and 1197 lb down and 203 lb up at 26-2-12 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: J=-1197(B) M=-1186(B) N=-1186(B) O=-1186(B) P=-1197(B) Q=-1197(B) R=-1197(B) S=-1197(B) T=-1197(B) U=-1197(B) V=-1197(B) W=-1197(B) X=-1197(B) Job MAGNOLIA CM 3C Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-4OUTNrZiPBDCyC2ZsjGP?Sx5nbXv6CI511S1cayBORA Scale = 1:46.2 T1 T2 B1 W1 W2 W3 W4 ST2 ST3 ST4 ST5 ST9 ST10 ST11ST12 ST13 B2 ST14 A B C D E F G N L K J I H AA AB AC M AD 5x6 2x4 3x6 5x6 3x4 3x6 7-1-5 7-1-5 11-4-0 4-2-11 14-2-11 2-10-11 21-4-0 7-1-5 -1-0-0 1-0-0 5-4-0 5-4-0 10-8-0 5-4-0 16-0-0 5-4-0 21-4-0 5-4-0 22-4-0 1-0-0 0- 6 - 1 6- 8 - 1 1 7- 1 - 1 1 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-2-0,0-0-0], [F:0-0-0,0-0-4], [K: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 0.33 0.26 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.01 0.02 (loc) B-N B-N F B-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-3-8 except (jt=length) B=0-5-8, M=0-3-8. (lb) - Max Horz B=-152(LC 10) Max Uplift All uplift 100 lb or less at joint(s) F, H except B=-153(LC 12), K=-243(LC 12) Max Grav All reactions 250 lb or less at joint(s) L, J, I, H, M except B=739(LC 1), K=1066(LC 1), F=328(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-849/157, C-AA=-633/173, D-AA=-531/186, D-AB=0/312 BOT CHORD B-N=-62/714 WEBS D-K=-786/135, E-K=-433/183, D-N=-114/592, C-N=-403/172 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-14 to 1-11-2, Interior(1) 1-11-2 to 10-8-0, Exterior(2R) 10-8-0 to 13-8-0, Interior(1) 13-8-0 to 22-4-14 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) F, H except (jt=lb) B=153, K=243. 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 MAGNOLIA CM 3C Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-Ya1raBZKAVL3aMdmPQoeYfUAf?jurduEGhCa91yBOR9 Scale = 1:42.7 T1 T2 B1 W1 W2 W3W4W5 B2 HW1 HW2 A B C D E H G FIJKLMNO P Q 4x12 5x6 4x12 9x12 MT18HS 4x8 4x12 4x8 4x12 Special Special Special Special Special Special Special Special Special Special 5-4-0 5-4-0 10-8-0 5-4-0 16-0-0 5-4-0 21-4-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 16-0-0 5-4-0 21-4-0 5-4-0 0- 6 - 1 6- 8 - 1 1 0- 6 - 1 7.00 12 Plate Offsets (X,Y)-- [A:0-1-0,0-1-8], [E:0-1-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.91 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.28 0.09 0.09 (loc) G-H G-H E G-H l/defl >999 >898 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 225 lb FT = 20% GRIP 220/195 220/195 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 *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=6783/0-5-8 (min. 0-3-10), E=7230/0-5-8 (min. 0-3-14) Max Horz A=140(LC 26) Max UpliftA=-1109(LC 8), E=-1182(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-10858/1785, B-C=-7359/1259, C-D=-7359/1259, D-E=-10912/1794 BOT CHORD A-I=-1454/9134, I-J=-1454/9134, H-J=-1454/9134, H-K=-1454/9134, K-L=-1454/9134, L-M=-1454/9134, G-M=-1454/9134, G-N=-1462/9183, N-O=-1462/9183, F-O=-1462/9183, F-P=-1462/9183, P-Q=-1462/9183, E-Q=-1462/9183 WEBS C-G=-1142/6870, D-G=-3451/632, D-F=-509/3394, B-G=-3393/622, B-H=-501/3342 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 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; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1109, E=1182. 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1197 lb down and 203 lb up at 2-0-12, 1197 lb down and 203 lb up at 4-0-12, 1197 lb down and 203 lb up at 6-0-12, 1197 lb down and 203 lb up at 8-0-12, 1197 lb down and 203 lb up at 10-0-12, 1197 lb down and 203 lb up at 12-0-12, 1197 lb down and 203 lb up at 14-0-12, 1197 lb down and 203 lb up at 16-0-12, and 1197 lb down and 203 lb up at 18-0-12, and 1197 lb down and 203 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job MAGNOLIA CM 3C Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:37 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-0nbDoWayxpTwBWCyz8Jt4t0LPP37a48NULx8hTyBOR8 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: F=-1197(B) I=-1197(B) J=-1197(B) K=-1197(B) L=-1197(B) M=-1197(B) N=-1197(B) O=-1197(B) P=-1197(B) Q=-1197(B) Job MAGNOLIA CM 3C Truss E1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-0nbDoWayxpTwBWCyz8Jt4t0VOPHxaF1NULx8hTyBOR8 Scale: 1/2"=1' T1 T2 B1 ST1 ST2 ST3 ST4 ST5 A B C D E F G H I N M L K J 4x5 3x4 3x4 11-6-0 11-6-0 -1-0-0 1-0-0 5-9-0 5-9-0 11-6-0 5-9-0 12-6-0 1-0-0 0- 6 - 1 3- 1 0 - 5 4- 3 - 5 0- 6 - 1 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-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: 50 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 11-6-0. (lb) - Max Horz B=88(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) -1-0-14 to 1-9-0, Exterior(2N) 1-9-0 to 5-9-0, Corner(3R) 5-9-0 to 8-9-0, Exterior(2N) 8-9-0 to 12-6-14 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss F1 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-Vz9c?sbai6bnpfn8Xrq6d4ZWopXVJeTXj?hhDvyBOR7 Scale = 1:37.6 T1 EV2 B1 W1 W2 T2 A B C D F E G H 7x10 3x4 3x6 1.5x4 3x8 7-10-0 7-10-0 15-8-0 7-10-0 -1-0-0 1-0-0 7-10-0 7-10-0 15-8-0 7-10-0 15-9-8 0-1-8 0- 4 - 1 6- 1 1 - 0 7- 3 - 1 2 6- 7 - 8 0- 3 - 8 6- 1 1 - 0 5.00 12 Plate Offsets (X,Y)-- [B:0-0-6,Edge], [D:0-0-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.39 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.02 0.06 (loc) B-F B-F E B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. WEBS 1 Row at midpt C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=868/0-5-8 (min. 0-1-8), E=751/0-1-8 (min. 0-1-8) Max Horz B=261(LC 11) Max UpliftB=-162(LC 12), E=-125(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-1265/282, C-G=-1033/302, D-E=-261/171 BOT CHORD B-F=-445/1058, E-F=-447/1054 WEBS C-F=0/308, C-E=-1124/400 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 15-7-12 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) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=162, E=125. 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 MAGNOLIA CM 3C Truss G1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-z9j_DCcCTQjeRpMK5YLL9I6opCzC28qgyfQEmMyBOR6 Scale = 1:19.9 T1 EV2 B1 ST2 ST3 A B C D E H G F I J 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 -1-0-0 1-0-0 7-2-12 7-2-12 0- 4 - 1 3- 4 - 3 3- 8 - 1 5 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.04 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) A A F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-2-12. (lb) - Max Horz B=123(LC 11) Max Uplift All uplift 100 lb or less at joint(s) F, B, G, H Max Grav All reactions 250 lb or less at joint(s) F, B, G except H=292(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-260/125, C-I=-254/135 WEBS C-H=-246/255 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=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 1-11-5, Exterior(2N) 1-11-5 to 7-1-0 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B, G, H. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss G2 Truss Type Monopitch Qty 12 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-RLHMQYcrEkrV2zxXeGsaiVer0cD4ncaqAJAoIoyBOR5 Scale = 1:19.7 T1 EV2 B1 A B C D E F 1.5x4 1.5x4 2x4 7-2-12 7-2-12 -1-0-0 1-0-0 7-2-12 7-2-12 0- 4 - 1 3- 4 - 3 3- 8 - 1 5 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.81 0.32 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.00 0.00 (loc) B-D B-D D B l/defl >710 >418 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=326/Mechanical, B=454/0-5-8 (min. 0-1-8) Max Horz B=123(LC 9) Max UpliftD=-51(LC 12), B=-105(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-278/234 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 7-1-0 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 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=105. 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 MAGNOLIA CM 3C Truss G3 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-vYrkeudT?1zLg7WjCzNpFiB4D0b?W3qzPzvLqEyBOR4 Scale = 1:17.1 T1 EV2 B1 A B C D E F 1.5x4 2x4 1.5x4 5-10-0 5-10-0 -1-0-0 1-0-0 5-10-0 5-10-0 5-11-8 0-1-8 0- 4 - 1 2- 9 - 1 3 3- 2 - 9 2- 6 - 5 0- 3 - 8 2- 9 - 1 3 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.00 0.00 (loc) B-D B-D D B l/defl >999 >739 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=389/0-3-8 (min. 0-1-8), D=267/0-1-8 (min. 0-1-8) Max Horz B=102(LC 11) 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 7-16; 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 5-9-12 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss G4 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-NkP6rEe5mL5CIH5vmhu2nwjI2QyNFW47edfuMhyBOR3 Scale = 1:14.5 T1 EV2 B1 A B C D E 1.5x4 2x4 1.5x4 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 4-11-8 0-1-8 0- 4 - 1 2- 4 - 1 3 2- 9 - 9 2- 1 - 5 0- 3 - 8 2- 4 - 1 3 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 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: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=343/0-3-8 (min. 0-1-8), D=216/0-1-8 (min. 0-1-8) Max Horz B=86(LC 9) Max UpliftB=-88(LC 12), D=-32(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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 4-9-12 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job MAGNOLIA CM 3C Truss G5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-NkP6rEe5mL5CIH5vmhu2nwjI2QyNFW47edfuMhyBOR3 Scale = 1:14.5 T1 EV2 B1 ST2 A B C D G 1.5x4 2x4 1.5x4 1.5x4 1.5x4 4-10-0 4-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 4-11-8 0-1-8 0- 4 - 1 2- 4 - 1 3 2- 9 - 9 2- 1 - 5 0- 3 - 8 2- 4 - 1 3 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 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: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=343/0-3-8 (min. 0-1-8), D=216/0-1-8 (min. 0-1-8) Max Horz B=86(LC 9) Max UpliftB=-88(LC 12), D=-32(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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 4-9-12 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 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 MAGNOLIA CM 3C Truss H1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-J7WtGwfLHyLwXaEIt6xWsLpboDbmjL1P5x8?RZyBOR1 Scale = 1:77.8 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 T3 T4 B2B3 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST24 ST25 W9 W10 A B C D E F G H I J K AD AC AB AA Z Y X W V U T S R Q P O N M L BC BD BE BF BG BH 5x6 2x4 3x6 3x4 3x4 3x4 8x12 3x4 3x4 3x4 8x12 3x6 5x6 5x6 5x6 5x6 7-0-0 7-0-0 8-4-13 1-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 35-0-0 1-4-13 42-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 1 9- 1 - 1 9- 5 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-1-8], [D:0-3-0,0-3-0], [F:0-2-0,0-0-0], [H:0-3-0,0-3-0], [J:0-3-0,0-1-8], [R:0-3-0,0-3-0], [X: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 0.57 0.34 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) B-AD B-AD J B-AD l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4,W6,W8: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-S, G-O, F-W, E-AA MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-6-8. (lb) - Max Horz B=-170(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, AC, AD, M, L except S=-155(LC 12), O=-201(LC 12), W=-154(LC 12), AA=-204(LC 12), J=-103(LC 12) Max Grav All reactions 250 lb or less at joint(s) U, V, Y, Z, AC, AD, T, Q, P, M, L, AB, N except B=350(LC 23), S=761(LC 1), O=744(LC 24), W=758(LC 1), AA=758(LC 23), J=369(LC 24), J=367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BC=-258/57, J-BD=-258/55 WEBS F-S=-335/60, G-S=-463/260, G-O=-330/118, I-O=-540/297, F-W=-337/61, E-W=-458/257, E-AA=-334/119, C-AA=-553/305 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=42ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-11 to 3-1-12, Exterior(2N) 3-1-12 to 21-0-0, Corner(3R) 21-0-0 to 25-2-6 , Exterior(2N) 25-2-6 to 43-0-11 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) B, AC, AD, M, L except (jt=lb) S=155, O=201, W=154, AA=204, J=103. 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 MAGNOLIA CM 3C Truss H2 Truss Type Common Qty 5 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-kiC?uxiEatkVO2ztZEUDUzR2CRVvwcIsnvMf2uyBOR_ Scale = 1:70.2 T1 T2 B1 W1 W2 W3 W4 W5 W6W7 W8 T3 T4 B2B3AB C D E F G H I J K Q P O N M L R S T U V W X Y Z AA 3x6 5x6 3x6 5x6 4x8 4x5 3x6 3x6 1.5x4 4x5 3x6 3x6 1.5x4 4x8 5x6 8-4-13 8-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 42-0-0 8-4-13 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 1 9- 1 - 1 9- 5 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-2-5,Edge], [J: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 0.82 0.82 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.69 0.20 0.18 (loc) N-O N-O J N-O l/defl >999 >718 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4,W6,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-5 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=2144/0-5-8 (min. 0-2-5), J=2144/0-5-8 (min. 0-2-5) Max Horz B=-170(LC 10) Max UpliftB=-369(LC 12), J=-369(LC 12) Max Grav B=2183(LC 17), J=2183(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-4557/762, C-R=-4479/775, C-D=-4353/773, D-E=-4190/786, E-S=-3340/671, F-S=-3243/684, F-T=-3243/684, G-T=-3340/671, G-H=-4191/786, H-I=-4353/773, I-U=-4479/775, J-U=-4557/762 BOT CHORD B-Q=-634/4226, Q-V=-477/3420, P-V=-477/3420, P-W=-477/3420, O-W=-477/3420, O-X=-277/2524, X-Y=-277/2524, N-Y=-277/2524, N-Z=-478/3336, M-Z=-478/3336, M-AA=-478/3336, L-AA=-478/3336, J-L=-635/4098 WEBS F-N=-193/1210, G-N=-916/272, G-L=-123/897, I-L=-493/176, F-O=-193/1210, E-O=-916/272, E-Q=-123/896, C-Q=-493/176 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=42ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-11 to 3-1-12, Interior(1) 3-1-12 to 21-0-0, Exterior(2R) 21-0-0 to 25-2-6, Interior(1) 25-2-6 to 43-0-11 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=369, J=369. 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 MAGNOLIA CM 3C Truss V1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM 3C Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:56:48 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-CumO6HjsLBsM0CY36x?S1BzO1r0sfEf?0Z6DZKyBOQz Scale = 1:22.4 T1 T2 B1 ST1 ST2 ST3 A B C D E H G F3x4 4x5 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 12-0-0 12-0-0 6-0-0 6-0-0 12-0-0 6-0-0 0- 0 - 4 3- 6 - 0 0- 0 - 4 7.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.11 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 42 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 12-0-0. (lb) - Max Horz A=-71(LC 10) Max Uplift All uplift 100 lb or less at joint(s) A, E, H, F Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=358(LC 1), F=358(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B-H=-279/154, D-F=-279/154 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) 0-6-8 to 3-6-8, Interior(1) 3-6-8 to 6-0-0, Exterior(2R) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-5-8 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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E, H, F. 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