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HomeMy WebLinkAboutTRUSS SPECS - 23-00509 - 2191 W 640 S - New SFRJob MAGNOLIA CM Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:17 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-50e1njohOX3kBtsAq86J8y9WpjHk?HV5Uv9QBgyBOPa Scale = 1:71.2 T1 T2 B1 W1 W2 W3 W4 W5 W6 W8 W9 W10 W7 EV2 WCR2 B2 W11 W12 W13W14 W15 W16 W17 W18W19 T3 T4 B3 T5 T6 ST3 ST4 ST7 ST8 ST9ST11 ST15 ST16 ST19 ST20 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 3x4 5x8 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:0-4-0,0-3-0], [T:0-2-8,0-2-8], [W:0-4-0,0-3-0], [Z:0-2-8,Edge], [AB:0-4-0,0-3-0], [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 0.52 0.84 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 >734 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 W16,W17,W18,W19: 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 3-10-12 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=1966(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AU=-2163/397, C-AU=-2071/408, C-D=-1425/233, D-E=-573/6, E-F=-474/14, F-G=-419/31, G-H=-362/13, H-I=-112/528, I-J=-107/517, J-K=-373/17, K-L=-403/26, L-M=-431/0, M-N=-520/0, N-O=-614/82, O-P=-731/144 BOT CHORD B-AC=-460/1899, AB-AC=-460/1899, AA-AB=-455/2513, Y-AA=-532/2838, W-Y=-2563/434, S-W=-2563/434, R-S=-161/1195, Q-R=-130/1088, X-Z=-488/201, V-X=-488/201, U-V=-267/960, T-U=-267/960 WEBS C-AB=-730/305, D-AB=-142/654, D-Z=-1267/416, H-AD=-994/141, J-AD=-994/141, N-T=-276/229, N-Q=-267/48, O-Q=-36/647, Z-AB=-1350/322, Q-T=-590/248, V-W=-1802/0, X-Y=-373/0, S-U=-454/0, Y-Z=-2233/674, V-Y=-277/3402, S-T=-1117/549, S-V=-15/2609 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 10) Refer to girder(s) for truss to truss connections. Continued on page 2 Job MAGNOLIA CM Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:18 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-ZCCP_3oJ9rBbp1QMOrdYgAihZ6dzkklFjZv_j6yBOPZ NOTES- 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 Truss A2 Truss Type Common Qty 7 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-1OmnCPpxw8JSQB?YyZ8oDNFsJWzCTB?OxDeXGZyBOPY Scale = 1:73.3 T1 T2 B1 W1 W2 W3 W4 W5 W6 W8 W9 W10 W7 EV2 WCR2B2 W11 W12 W13W14 W15 W16 W17 W18W19 T3 T4 B3 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 3x4 1.5x4 5x8 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 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:0-4-0,0-3-0], [T:0-2-8,0-2-8], [W:0-4-0,0-3-0], [Z:0-2-8,Edge], [AB:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.52 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.38 0.05 0.10 (loc) AA-AB AA-AB W AA-AB l/defl >999 >734 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 W16,W17,W18,W19: 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 3-10-12 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=1966(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AE=-2163/166, C-AE=-2071/176, C-D=-1425/101, D-E=-573/0, E-F=-474/0, F-G=-419/7, G-H=-362/0, H-I=-83/528, I-J=-82/517, J-K=-373/0, K-L=-403/10, L-M=-431/0, M-N=-520/0, N-O=-614/65, O-P=-731/42 BOT CHORD B-AC=-288/1899, AB-AC=-288/1899, AA-AB=-371/2513, Y-AA=-437/2838, W-Y=-2563/195, S-W=-2563/195, R-S=-139/1195, Q-R=-97/1088, X-Z=-488/201, V-X=-488/201, U-V=-278/960, T-U=-278/960 WEBS C-AB=-730/167, D-AB=-71/654, D-Z=-1267/284, H-AD=-994/93, J-AD=-994/93, N-T=-276/205, N-Q=-267/28, O-Q=0/647, Z-AB=-1350/238, Q-T=-590/248, V-W=-1802/0, X-Y=-373/0, S-U=-454/0, Y-Z=-2233/516, V-Y=-136/3402, S-T=-1117/427, S-V=0/2609 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 Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-_ntYd4rBRma9gV9x3zAGIoKH9KmNxHchPX7eKRyBOPW 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 Truss B2 Truss Type Common Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:23 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-wA?I2msSzNqtvoJKBOCkNDPXT7LhPAR_srclPKyBOPU 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 Truss B3 Truss Type Common Qty 4 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-OMZgF6t4khykXyuWk6kzwRyiyXgQ8dV75UMIxmyBOPT 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 Truss B4 Truss Type Common Qty 10 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-sY72SSuiV_4b96TiIpFCSeUtix1ft3lHK85rTCyBOPS 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 Truss B5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-oxFpt8vy1cKJOQc5QEHgY3aJplqaL_5anSayY5yBOPQ 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 Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-G7pB5TwaovSA0ZBHzyov4H6TQ8924Ruj06KV4XyBOPP 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 Truss C2 Truss Type Common Qty 7 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-DWwxW9yrKXiuFtLg5MqN9iCh7yh2YJp0TQpc9QyBOPN 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 Truss C3 Truss Type COMMON GIRDER Qty 1 Ply 3 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-9u2ixrz5s8ybUBV2CntrF7H14mLR06DJxkIjDIyBOPL 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 Truss C3 Truss Type COMMON GIRDER Qty 1 Ply 3 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:33 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-d5c48B_jdS4S6L4FmVO4nKqCq9hglZTS9O1GllyBOPK 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 Truss D1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-5HASLX?LNlCJkUfRKCvJKYMRlZ8lU1mcO2nqIByBOPJ 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 Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-1gHDmD0bvNT1zooqRdxnPzShNNgzyvbusMGxM4yBOPH 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 25) 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 Truss D2 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:37 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-Wsrb_Y1EggbubyN0?KS0yA_s7n0ChMr240?UuWyBOPG 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 Truss E1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-_2PzBu2sR_jlC6yCZ2_FUOXBsAaFQ__BJgl1RyyBOPF 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 Truss F1 Truss Type Monopitch Qty 2 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-SFzLPE3UCIrcqGXO7lVU1b4CGaqp9NQLYKUbzPyBOPE 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 Truss G1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-wRXjca36zbzTSP6bgT0jZpcUH_GWutnUm_E8VryBOPD 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 Truss G2 Truss Type Monopitch Qty 12 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-Od56pw4kkv5K3ZhnEAXy609XUOWOdLYe?ezh1HyBOPC 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 Truss G3 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-sqfU1G5MVDDBhjGzou2BfEilgouJMonnEIjFajyBOPB 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 Truss G4 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:43 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-K0DsEc6_GWL2JtrAMbZQBREzVBFh5E1wTySo6AyBOPA 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 Truss G5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-oCmESy6d1qTvw1QMvJ5fkfn8FbbwqhH4hcCMecyBOP9 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 Truss V1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER MAGNOLIA CM Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Dec 7 08:58:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:CSgc0C1LZ_YGmrm9RMvbf3yTB78-HPKcfI7Fo8blYB?YT0cuGsJNV?yEZ8dDwGxvB2yBOP8 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