The URL can be used to link to this page

Home My WebLink AboutTRUSS LAYOUT - 21-00247 - 1133 Greenside Loop - New SFR.pdfJob BOH - JAKE SOMMER Truss A01GD Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-CDSD6v3fXR8SX7noscnwmIjICByk5Uqel91LUHzPHLE Scale = 1:72.4 T1 T2 T1 B1 W3 W1 W2 W3W1 T4 B1 W1 W2 W1 W2 W1 W2 B3 T3 B2 A B C D E F G H I J P O N M L K Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AKAL AMAN AO AP AQ AR 5x8 5x6 4x6 7x10 2x4 4x4 4x4 7x10 2x4 5x8 5x6 4x6 1.5x4 7x10 5-5-8 5-5-8 11-1-14 5-8-6 16-11-15 5-10-2 22-10-1 5-10-2 28-8-2 5-10-2 34-4-8 5-8-6 39-10-0 5-5-8 -2-0-0 2-0-0 5-5-8 5-5-8 11-1-14 5-8-6 16-11-15 5-10-2 22-10-1 5-10-2 28-8-2 5-10-2 34-4-8 5-8-6 39-10-0 5-5-8 41-10-0 2-0-0 0-4-73-10-54-0-20-4-73-10-58.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-1-9], [E:0-3-0,0-3-4], [F:0-3-0,0-3-4], [H:0-4-0,0-1-9], [L:0-5-0,0-4-8], [N:0-5-0,0-4-8], [O:0-4-12,0-4-8] 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 0.57 0.47 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.43 -0.62 0.11 0.35 (loc) M-N M-N I M-N l/defl >999 >766 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 435 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=3367/0-5-8 (min. 0-1-13), I=3367/0-5-8 (min. 0-1-13) Max HorzB=-130(LC 27) Max UpliftB=-1179(LC 8), I=-1179(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5299/2022, C-Q=-7264/2859, Q-R=-7265/2860, D-R=-7269/2860, D-S=-7300/2878, S-T=-7300/2878, T-U=-7300/2878, E-U=-7300/2878, E-V=-8895/3483, V-W=-8895/3483, W-X=-8895/3483, X-Y=-8895/3483, F-Y=-8895/3483, F-Z=-8897/3486, Z-AA=-8897/3486, AA-AB=-8897/3486, G-AB=-8897/3486, G-AC=-7367/2903, AC-AD=-7363/2902, H-AD=-7362/2902, H-I=-5298/2021 BOT CHORD B-P=-1701/4279, P-AE=-1696/4260, AE-AF=-1696/4260, O-AF=-1696/4260, O-AG=-3484/8887, AG-AH=-3484/8887, AH-AI=-3484/8887, N-AI=-3484/8887, N-AJ=-3484/8929, AJ-AK=-3484/8929, AK-AL=-3484/8929, AL-AM=-3484/8929, M-AM=-3484/8929, M-AN=-2846/7362, AN-AO=-2846/7362, AO-AP=-2846/7362, L-AP=-2846/7362, L-AQ=-1594/4258, AQ-AR=-1594/4258, K-AR=-1594/4258, I-K=-1598/4277 WEBS C-P=-142/474, G-M=-720/1811, G-L=-1809/865, H-K=-137/468, H-L=-1475/3701, C-O=-1432/3610, D-O=-856/482, E-O=-1873/747, E-N=0/384, F-M=-786/467 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 0-9-0 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) B=1179, I=1179. 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. Continued on page 2 Job BOH - JAKE SOMMER Truss A01GD Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:35 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-CDSD6v3fXR8SX7noscnwmIjICByk5Uqel91LUHzPHLE NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 122 lb up at 5-5-8, 126 lb down and 119 lb up at 7-6-4, 126 lb down and 119 lb up at 9-6-4, 126 lb down and 119 lb up at 11-6-4, 126 lb down and 119 lb up at 13-6-4, 126 lb down and 119 lb up at 15-6-4, 126 lb down and 119 lb up at 17-6-4, 126 lb down and 119 lb up at 19-6-4, 126 lb down and 119 lb up at 20-3-12, 126 lb down and 119 lb up at 22-3-12, 126 lb down and 119 lb up at 24-3-12, 126 lb down and 119 lb up at 26-3-12, 126 lb down and 119 lb up at 28-3-12, 126 lb down and 119 lb up at 30-3-12, and 126 lb down and 119 lb up at 32-3-12, and 122 lb down and 122 lb up at 34-4-8 on top chord, and 372 lb down and 207 lb up at 5-5-8, 54 lb down at 7-6-4, 54 lb down at 9-6-4, 54 lb down at 11-6-4, 54 lb down at 13-6-4, 54 lb down at 15-6-4, 54 lb down at 17-6-4, 54 lb down at 19-6-4, 54 lb down at 20-3-12, 54 lb down at 22-3-12, 54 lb down at 24-3-12, 54 lb down at 26-3-12, 54 lb down at 28-3-12, 54 lb down at 30-3-12, and 54 lb down at 32-3-12, and 372 lb down and 207 lb up at 34-3-12 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-C=-84, C-H=-84, H-J=-84, B-I=-14 Concentrated Loads (lb) Vert: C=-90(B) P=-372(B) K=-372(B) H=-90(B) Q=-90(B) R=-90(B) S=-90(B) T=-90(B) U=-90(B) V=-90(B) W=-90(B) X=-90(B) Y=-90(B) Z=-90(B) AA=-90(B) AB=-90(B) AC=-90(B) AD=-90(B) AE=-22(B) AF=-22(B) AG=-22(B) AH=-22(B) AI=-22(B) AJ=-22(B) AK=-22(B) AL=-22(B) AM=-22(B) AN=-22(B) AO=-22(B) AP=-22(B) AQ=-22(B) AR=-22(B) Job BOH - JAKE SOMMER Truss A02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-8cazXb5w32OAnRxB_1pOrjocA?djZPpxDTWSY9zPHLC Scale = 1:72.4 T1 T2 T1 B1 W3 W3W2 W1 W2 W1 W2 W1 W2 T3 B3B2 W4 W4 A B C D E F G H I J K P O N M L 5x8 5x8 4x6 5x8 3x4 3x4 3x4 3x4 6x8 1.5x4 5x8 4x6 1.5x4 1.5x4 7-5-8 7-5-8 13-7-6 6-1-14 19-11-0 6-3-10 26-2-10 6-3-10 32-4-8 6-1-14 39-10-0 7-5-8 -2-0-0 2-0-0 3-8-12 3-8-12 7-5-8 3-8-12 13-7-6 6-1-14 19-11-0 6-3-10 26-2-10 6-3-10 32-4-8 6-1-14 36-1-4 3-8-12 39-10-0 3-8-12 41-10-0 2-0-0 0-4-75-2-55-4-20-4-75-2-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-1-9], [F:0-4-0,0-3-0], [H:0-4-0,0-1-9], [J:Edge,0-0-4], [O: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 0.60 0.56 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.48 0.15 0.18 (loc) N M-N J N l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-5-6 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=2123/0-5-8 (min. 0-2-4), J=2123/0-5-8 (min. 0-2-4) Max HorzB=164(LC 7) Max UpliftB=-341(LC 5), J=-341(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2996/541, C-D=-2802/546, D-E=-3504/758, E-F=-3879/813, F-G=-3497/755, G-H=-3500/756, H-I=-2802/546, I-J=-2996/541 BOT CHORD B-P=-511/2342, O-P=-484/2278, N-O=-760/3501, M-N=-819/3885, L-M=-358/2279, J-L=-373/2342 WEBS D-O=-435/1636, E-O=-942/324, E-N=-152/545, F-M=-562/159, G-M=-589/223, H-M=-433/1630 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=341, J=341. 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 BOH - JAKE SOMMER Truss A03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-co8Mlw6YqMW1OaWNYlKdOwLjTOwuIu84R7G?4czPHLB Scale = 1:71.1 T1 T2 T4 B2 W4 W3 W1 W2 W1 W2 W1 W3 W4 T3 B4B3B1 A B C D E F G H I M L K J N O P Q R S T 5x8 6x8 4x6 5x8 5x6 1.5x4 3x4 3x4 7x10 1.5x4 5x6 4x6 9-5-8 9-5-8 16-4-9 6-11-1 23-5-7 7-0-13 30-4-8 6-11-1 39-10-0 9-5-8 -2-0-0 2-0-0 7-8-12 7-8-12 9-5-8 1-8-12 16-4-9 6-11-1 23-5-7 7-0-13 30-4-8 6-11-1 32-1-4 1-8-12 39-10-0 7-8-12 0-4-76-6-56-8-20-4-76-6-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-1-9], [F:0-4-0,Edge], [G:0-3-0,0-2-3], [I:0-0-0,0-0-4], [J:0-4-12,Edge], [L:0-2-12,0-3-4], [M:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.76 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.52 0.15 0.16 (loc) I-J I-J I I-J l/defl >999 >904 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 200 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. BOT CHORD Rigid ceiling directly applied or 8-8-0 oc bracing. WEBS 1 Row at midpt E-K, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1924/0-5-8 (min. 0-2-2), B=2129/0-5-8 (min. 0-2-5) Max HorzB=188(LC 5) Max UpliftI=-268(LC 4), B=-324(LC 8) Max GravI=1965(LC 2), B=2141(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3008/463, C-D=-2797/499, D-E=-3100/582, E-F=-3086/579, F-G=-2280/423, G-H=-2796/505, H-I=-2983/471 BOT CHORD B-N=-469/2365, N-O=-469/2365, M-O=-469/2365, M-P=-439/2275, L-P=-439/2275, L-Q=-601/3098, K-Q=-601/3098, K-R=-553/3081, J-R=-553/3081, J-S=-312/2370, S-T=-312/2370, I-T=-312/2370 WEBS C-M=-391/278, D-M=-207/712, D-L=-345/1213, E-L=-720/285, F-K=0/290, F-J=-1187/342, G-J=-256/1335, H-J=-427/295 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=268, B=324. 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 BOH - JAKE SOMMER Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-ZBF6Ac7oLzmleugmf9N5TLQ2ECb4mnfNvRl69UzPHL9 Scale = 1:72.0 T2 T3 T5 B1 W4 W4 W1 W2 W1 W2 W1W3 W3 T1 T4 B1B3B2 HW2 A B C D E F G H I M L K JN O P Q R 5x8 5x8 5x8 5x8 3x10 4x6 5x8 1.5x4 6x8 4x4 5x8 1.5x4 7-8-12 7-8-12 17-0-9 9-3-13 22-9-7 5-8-13 32-1-4 9-3-13 39-10-0 7-8-12 -2-0-0 2-0-0 7-8-12 7-8-12 11-5-8 3-8-12 17-0-9 5-7-1 22-9-7 5-8-13 28-4-8 5-7-1 32-1-4 3-8-12 39-10-0 7-8-12 0-4-77-10-58-0-20-4-77-10-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [C:0-4-0,0-3-0], [D:0-4-0,0-1-9], [E:0-4-0,0-3-0], [G:0-4-0,0-1-9], [I:0-10-0,0-1-2], [J:0-4-0,Edge], [K:0-4-0,0-3-0], [M:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.71 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.52 0.13 0.13 (loc) L-M L-M I I-J l/defl >999 >911 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1924/0-5-8 (min. 0-2-1), B=2129/0-5-8 (min. 0-2-4) Max HorzB=222(LC 7) Max UpliftI=-281(LC 9), B=-346(LC 8) Max GravI=1960(LC 2), B=2129(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3050/372, C-D=-2947/573, D-E=-2580/409, E-F=-2575/410, F-G=-2578/412, G-H=-2981/595, H-I=-3075/392 BOT CHORD B-M=-413/2389, M-N=-377/2073, N-O=-377/2073, L-O=-377/2073, L-P=-435/2586, K-P=-435/2586, K-Q=-243/2079, Q-R=-243/2079, J-R=-243/2079, I-J=-223/2417 WEBS C-M=-448/323, H-J=-466/331, D-L=-246/953, E-L=-632/256, F-K=-524/197, G-K=-247/946, D-M=-292/876, G-J=-312/920 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=281, B=346. 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 BOH - JAKE SOMMER Truss A05GD Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-VaNsaI92ta0TtCp8naPZYmVTI0KFEctgMlEDDNzPHL7 Scale = 1:71.7 W11 T1 T2 T3 T4 T5 W12 B1W7 W6 W5 W4 W4 W5 W6 W8 W1 W2 W3 W10 W9 B1B2 A B C D E F G H I P O N M L K JQ R 8x12 2x4 6x8 7x10 7x10 6x8 2x4 8x12 MT20HS7x10 4x4 4x6 7x10 4x6 4x4 4x12 6x8 7-8-12 7-8-12 13-3-8 5-6-12 20-4-8 7-1-0 26-6-8 6-2-0 32-1-4 5-6-12 39-10-0 7-8-12 2-9-0 2-9-0 7-8-12 4-11-12 13-3-8 5-6-12 20-4-8 7-1-0 26-6-8 6-2-0 32-1-4 5-6-12 35-3-8 3-2-4 39-10-0 4-6-8 2-0-109-1-03-3-09-2-133-3-09-1-08.00 12 Plate Offsets (X,Y)-- [D:0-6-0,0-2-8], [F:0-6-0,0-2-8], [L:0-4-12,0-4-8], [N:0-4-12,0-4-8] 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 0.64 0.54 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.44 0.15 0.17 (loc) M M J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 570 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W11: 2x6 DF 1800F 1.6E or 2x6 DF SS W1,W2,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F BRACING- TOP CHORD Sheathed or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-N, E-L, H-J REACTIONS.(lb/size) P=5066/0-5-8 (min. 0-2-13), J=5202/0-5-8 (min. 0-2-14) Max HorzP=180(LC 26) Max UpliftP=-1125(LC 8), J=-1165(LC 9) Max GravP=5217(LC 2), J=5360(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-8779/1894, C-D=-8440/1893, D-E=-6813/1604, E-F=-7053/1660, F-G=-8713/1959, G-H=-9098/1975 BOT CHORD O-P=-1785/7444, N-O=-1661/7253, N-Q=-2222/9835, M-Q=-2222/9835, M-R=-2222/9835, L-R=-2222/9835, K-L=-1604/7525, J-K=-1700/7754 WEBS B-O=-255/158, C-O=-20/259, C-N=-647/298, D-N=-911/4198, F-L=-957/4396, G-L=-635/272, G-K=-27/330, H-K=-357/131, E-N=-4830/1266, E-M=-1584/6844, E-L=-4819/1253, B-P=-8792/1953, H-J=-9191/2017 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) P=1125, J=1165. 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. Continued on page 2 Job BOH - JAKE SOMMER Truss A05GD Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:42 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-VaNsaI92ta0TtCp8naPZYmVTI0KFEctgMlEDDNzPHL7 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6697 lb down and 1690 lb up at 20-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-D=-84, D-F=-84, F-H=-84, H-I=-84, J-P=-14 Concentrated Loads (lb) Vert: M=-6401(F) Job BOH - JAKE SOMMER Truss A14GD Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-RyVd?_AJPCGB6VzXu?R1dBbmqp24iWnzq3jKIFzPHL5 Scale = 1:73.8 W14 T1 T3 T4 T5 B1 W2 W1 W2 W5 W8 W10 W9 W2 W1 W13 W12 W11 W7 W6 W4 W3 T2 B3B2 A B C D E F G H I J R Q P O N M L K S T U V W 8x12 2x4 6x8 8x12 MT20HS 6x8 1.5x4 8x12 4x6 4x6 5x6 4x8 5x6 4x6 12x12 4x4 7x10 7x10 2x4 2-9-0 2-9-0 7-8-12 4-11-12 15-5-8 7-8-12 20-4-8 4-11-0 25-11-11 5-7-3 31-8-11 5-8-15 35-9-5 4-0-11 39-10-0 4-0-11 2-9-0 2-9-0 7-8-12 4-11-12 15-5-8 7-8-12 16-8-5 1-2-13 20-4-8 3-8-3 25-11-11 5-7-3 31-8-11 5-8-15 35-9-5 4-0-11 39-10-0 4-0-11 2-0-1011-6-06-1-211-6-08.00 12 Plate Offsets (X,Y)-- [C:0-5-0,0-4-8], [E:0-9-4,0-2-4], [H:0-6-4,0-2-4], [K:Edge,0-3-8], [N:0-6-0,0-4-8], [O:0-3-8,Edge], [P:0-5-0,0-4-8] 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 0.83 0.39 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.30 0.09 0.12 (loc) O O K O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 695 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T3,T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-N REACTIONS.(lb/size) R=4675/0-5-8 (min. 0-2-9), K=4805/Mechanical Max HorzR=262(LC 8) Max UpliftR=-1073(LC 8), K=-1029(LC 9) Max GravR=4847(LC 2), K=5036(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-8250/1831, C-D=-7637/1763, D-E=-7832/2030, E-F=-7040/1737, F-G=-5386/1289, G-H=-5387/1289, H-I=-4137/962, I-J=-2797/603, J-K=-4975/1038 BOT CHORD Q-R=-1865/7111, P-Q=-1731/6843, P-S=-1437/6046, S-T=-1437/6046, O-T=-1437/6046, O-U=-1688/7040, N-U=-1688/7040, N-V=-725/3346, M-V=-725/3346, M-W=-459/2273, L-W=-459/2273 WEBS G-N=-527/207, H-N=-1153/4492, H-M=-2046/612, I-M=-642/2493, I-L=-3223/715, J-L=-813/4035, F-O=-839/3052, F-N=-3724/998, B-R=-8365/1899, B-Q=-333/141, C-Q=0/315, C-P=-861/319, D-P=-951/450, E-P=-591/1623, E-O=-987/3359 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint E = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) 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) R=1073 , K=1029. 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. Continued on page 2 Job BOH - JAKE SOMMER Truss A14GD Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:44 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-RyVd?_AJPCGB6VzXu?R1dBbmqp24iWnzq3jKIFzPHL5 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5925 lb down and 1546 lb up at 20-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-E=-84, E-H=-84, H-J=-84, K-R=-14 Concentrated Loads (lb) Vert: O=-5604(B) Job BOH - JAKE SOMMER Truss A15 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-v83?DKBxAVO2kfYjSjzGAP7y6DKSRzf62jStqizPHL4 Scale = 1:72.6 T2 T3 T4 B1 W1 W2 W1 W4 W8 W7 W9 W5 W6 W2 W3 T1 B3B2 A B C D E F G H M L K J IN O P 5x8 6x8 2x4 3x10 3x4 3x4 6x8 4x4 3x6 1.5x4 7x10 1.5x4 5x8 7-8-12 7-8-12 15-5-8 7-8-12 24-0-12 8-7-4 30-11-8 6-10-12 39-10-0 8-10-8 7-8-12 7-8-12 15-5-8 7-8-12 17-5-8 2-0-0 24-0-12 6-7-4 30-11-8 6-10-12 35-4-12 4-5-4 39-10-0 4-5-4 0-4-711-10-512-0-26-1-211-10-58.00 12 Plate Offsets (X,Y)-- [A:0-10-0,0-0-14], [D:0-4-0,0-1-9], [F:0-5-5,Edge], [J:0-2-12,Edge], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.40 0.10 0.12 (loc) K-L K-L I A-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 1 Row at midpt E-K, E-J, G-I, C-L, B-L, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1933/0-5-8 (min. 0-2-1), I=1933/Mechanical Max HorzA=340(LC 8) Max UpliftA=-323(LC 8), I=-250(LC 9) Max GravA=1949(LC 2), I=1966(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3042/481, B-C=-2365/415, C-D=-2222/580, D-E=-1682/349, E-F=-1191/284, F-G=-1502/287 BOT CHORD A-M=-625/2502, L-M=-624/2506, L-N=-299/1677, N-O=-299/1677, K-O=-299/1677, K-P=-284/1682, J-P=-284/1682, I-J=-107/853 WEBS E-K=-139/435, E-J=-1025/260, F-J=-72/451, G-J=-161/775, G-I=-1908/248, B-M=0/273, C-L=-390/293, B-L=-808/331, D-K=-209/280, D-L=-405/1138 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=323, I=250. 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 BOH - JAKE SOMMER Truss A16 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-rXBle?DBi7el_zi6Z7?kFqDGE11PvxdPW1x_vazPHL2 Scale = 1:72.4 T2 T3 T5 B1 W7 W4 W3 W3 W6 W5 W1 W2 W1 W2 W1 T1 T4 B3B2 A B C D E F G H N M L K J I O P Q R 7x10 5x8 5x8 5x8 4x6 1.5x4 5x6 4x6 3x4 3x4 5x8 1.5x4 5x8 7-8-12 7-8-12 15-5-8 7-8-12 21-2-15 5-9-7 27-2-1 5-11-3 32-11-8 5-9-7 39-10-0 6-10-8 -2-0-0 2-0-0 7-8-12 7-8-12 15-5-8 7-8-12 21-2-15 5-9-7 27-2-1 5-11-3 32-11-8 5-9-7 39-10-0 6-10-8 0-4-710-6-510-8-26-1-210-6-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-1-9], [E:0-4-0,0-3-0], [G:0-4-0,0-1-9], [K:0-4-0,0-3-0], [M: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 0.88 0.54 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.09 0.08 (loc) L-M M-N I B-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 261 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* W6: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-10-1 oc bracing. WEBS 1 Row at midpt C-M, G-J, E-L, E-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2129/0-5-8 (min. 0-2-4), I=1924/Mechanical Max HorzB=366(LC 8) Max UpliftB=-372(LC 8), I=-226(LC 9) Max GravB=2129(LC 1), I=2009(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3005/433, C-D=-2353/386, D-E=-1938/362, E-F=-1685/300, F-G=-1687/302, G-H=-1424/198, H-I=-1896/249 BOT CHORD B-N=-559/2384, M-N=-560/2381, M-O=-354/1818, L-O=-354/1818, L-P=-377/1935, K-P=-377/1935, K-Q=-164/1098, J-Q=-164/1098 WEBS C-N=0/278, C-M=-781/323, D-M=-127/681, G-J=-822/209, H-J=-229/1422, D-L=-229/463, E-L=-321/250, E-K=-537/127, F-K=-537/211, G-K=-310/1250 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=372, I=226. 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 BOH - JAKE SOMMER Truss A17 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-owIW2hEREkuTDHsUhY1CKFIecqiJNntizLQ5zTzPHL0 Scale = 1:71.3 T2 T3 W5 B1 W4 W3 W1 W2 W5 W5 W6W2 W5 W2 T1 T5 B3B2 T4 A B C D E F G H N M L K J IO P Q R 5x8 5x6 2x4 6x8 4x6 5x8 1.5x4 5x8 1.5x4 6x8 1.5x4 6x8 1.5x4 7-8-12 7-8-12 13-5-8 5-8-12 19-10-15 6-5-7 26-6-2 6-7-3 33-1-5 6-7-3 39-10-0 6-8-11 -2-0-0 2-0-0 7-8-12 7-8-12 13-5-8 5-8-12 19-10-15 6-5-7 26-6-2 6-7-3 33-1-5 6-7-3 39-10-0 6-8-11 0-4-79-2-59-4-29-2-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [C:0-4-0,0-3-4], [D:0-3-0,0-2-3], [E:0-4-0,0-3-4], [G:0-4-0,0-3-4], [K:0-2-12,0-3-4], [M:0-2-12,0-3-0] 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 0.76 0.58 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.29 0.11 0.09 (loc) L-M L-M I L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-13 oc bracing. WEBS 1 Row at midpt H-I, E-M, E-K, F-K 2 Rows at 1/3 pts G-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1928/Mechanical, B=2133/0-5-8 (min. 0-2-4) Max HorzB=411(LC 8) Max UpliftI=-457(LC 5), B=-343(LC 8) Max GravI=2028(LC 2), B=2133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3006/437, C-D=-2473/469, D-E=-1968/418, E-F=-2032/451, F-G=-2039/454 BOT CHORD B-N=-552/2358, M-N=-553/2355, M-O=-498/2276, L-O=-498/2276, L-P=-498/2276, K-P=-498/2276, K-Q=-291/1306, J-Q=-291/1306, J-R=-291/1306, I-R=-291/1306 WEBS C-M=-650/274, D-M=-129/965, E-M=-671/243, E-L=0/341, G-J=0/369, G-I=-2178/485, E-K=-427/124, F-K=-529/204, G-K=-271/1215 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=457, B=343. 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 BOH - JAKE SOMMER Truss A18 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-kIQGTNGimL9BSa?toz3gQgN0oeL4rhH?RfvC2LzPHL_ Scale = 1:71.3 T2 T3 W2 B1 W4 W1 W2 W3 W5 W6 W6 W5 W3 T1 T4 B3B2O1 A B C D E F G H I J Q P O N M L KR S T U V W 3x6 6x12 MT20HS 3x6 3x4 6x8 4x6 5x8 WB 3x6 1.5x4 3x10 3x4 3x4 3x4 4x6 4x6 4x8 5-8-12 5-8-12 11-5-8 5-8-12 20-11-0 9-5-8 30-4-8 9-5-8 39-10-0 9-5-8 -2-0-0 2-0-0 5-8-12 5-8-12 11-5-8 5-8-12 18-6-10 7-1-2 25-7-12 7-1-2 32-8-14 7-1-2 39-10-0 7-1-2 0-4-77-10-58-0-27-10-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [E:0-9-5,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 0.59 0.75 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.48 0.13 0.10 (loc) N-P N-P K N l/defl >999 >979 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 221 lb FT = 20% GRIP 220/195 165/146 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 3-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracing. WEBS 1 Row at midpt J-K, F-P, G-L 2 Rows at 1/3 pts I-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1928/Mechanical, B=2133/0-5-8 (min. 0-2-4) Max HorzB=357(LC 8) Max UpliftK=-461(LC 5), B=-330(LC 8) Max GravK=2009(LC 2), B=2133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3053/484, C-D=-2630/493, D-E=-2504/507, E-F=-2129/457, F-G=-2631/572, G-H=-1927/415, H-I=-1927/415 BOT CHORD B-Q=-525/2413, P-Q=-525/2413, P-R=-601/2626, O-R=-601/2626, O-S=-601/2626, N-S=-601/2626, N-T=-562/2420, M-T=-562/2420, M-U=-562/2420, L-U=-562/2420, L-V=-369/1563, V-W=-369/1563, K-W=-369/1563 WEBS C-P=-475/226, E-P=-133/1009, F-P=-870/301, G-N=-49/408, G-L=-985/277, I-L=-155/1222, I-K=-2278/542 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 7.0psf. 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) K=461, B=330. 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 BOH - JAKE SOMMER Truss A19 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-CV_ehjGKXfH24ka3Mhbvytw8N2hWa7c8fIflZozPHKz Scale = 1:70.1 T1 T2 W4 B1 W3 W1 W2 W4 W2 W4 W2 W4 W5 T4T3 B3B2 A B C D E F G H M L K J IN O P Q R S 5x6 7x10 3x4 6x8 4x6 7x10 1.5x4 3x4 3x4 5x8 7x10 1.5x4 9-5-8 9-5-8 16-10-15 7-5-7 24-6-2 7-7-3 32-1-5 7-7-3 39-10-0 7-8-11 -2-0-0 2-0-0 7-8-12 7-8-12 9-5-8 1-8-12 16-10-15 7-5-7 24-6-2 7-7-3 32-1-5 7-7-3 39-10-0 7-8-11 0-4-76-6-56-8-26-6-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-3-0,0-2-3], [K:0-4-0,0-3-0], [M:0-4-12,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 0.79 0.74 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.46 0.14 0.14 (loc) K-L B-M I K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-15 oc bracing. WEBS 1 Row at midpt E-M, F-L 2 Rows at 1/3 pts G-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1928/Mechanical, B=2133/0-5-8 (min. 0-2-4) Max HorzB=302(LC 8) Max UpliftI=-465(LC 5), B=-340(LC 5) Max GravI=1998(LC 2), B=2133(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2991/551, C-D=-2771/583, D-E=-2274/493, E-F=-3141/718, F-G=-3066/705, H-I=-272/104 BOT CHORD B-N=-520/2350, N-O=-520/2350, M-O=-520/2350, M-P=-720/3137, L-P=-720/3137, L-Q=-705/3066, K-Q=-705/3066, K-R=-476/2068, J-R=-476/2068, J-S=-476/2068, I-S=-476/2068 WEBS C-M=-384/275, D-M=-218/1283, E-M=-1225/365, E-L=0/268, F-K=-690/250, G-K=-296/1291, G-J=0/381, G-I=-2644/608 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=465, B=340. 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 BOH - JAKE SOMMER Truss A20 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-8t6P6PIa2GXmJ2kSU6dN1I?TKrQc26KR7c8segzPHKx Scale = 1:70.1 T1 T2 W4 B1 W1 W2 W4 W2 W4 W2 W4 W2 W4 W5 T4T3 B3B2 W3 A B C D E F G H I O N M L K J 5x8 5x8 5x8 3x6 4x6 5x8 3x4 3x4 3x4 7x10 1.5x4 5x8 5x8 1.5x4 7-5-8 7-5-8 13-9-8 6-4-0 20-3-4 6-5-12 26-9-0 6-5-12 33-2-12 6-5-12 39-10-0 6-7-4 -2-0-0 2-0-0 4-0-0 4-0-0 7-5-8 3-5-8 13-9-8 6-4-0 20-3-4 6-5-12 26-9-0 6-5-12 33-2-12 6-5-12 39-10-0 6-7-4 0-4-75-2-55-4-25-2-58.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [D:0-4-0,0-1-9], [F:0-4-0,0-3-0], [H:0-4-0,0-3-4], [K:0-3-8,0-2-8], [L:0-4-12,Edge], [N: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 0.83 0.57 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.50 0.13 0.20 (loc) M M-N J M l/defl >999 >954 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 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,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-9-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt I-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1928/Mechanical, B=2133/0-5-8 (min. 0-2-4) Max HorzB=248(LC 8) Max UpliftJ=-468(LC 5), B=-372(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3013/595, C-D=-2810/602, D-E=-3557/851, E-F=-3923/943, F-G=-3484/840, G-H=-3499/846, H-I=-2192/530, I-J=-1884/489 BOT CHORD B-O=-550/2355, N-O=-528/2293, M-N=-849/3554, L-M=-946/3929, K-L=-543/2238 WEBS D-N=-450/1667, E-N=-940/330, E-M=-157/531, F-L=-568/136, G-L=-513/198, H-L=-379/1581, H-K=-1549/459, I-K=-656/2717 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=468, B=372. 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 BOH - JAKE SOMMER Truss A21GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:13:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-VrvI96Mjtp92QpdPGfDYkMiJbs8JjRJAGurdJuzPHKs Scale = 1:70.4 T1 T2 W3 B1 W1 W2 W3 W2 W3 W2 W3 W3 W2W2 T4T3 B2B2 A B C D E F G H N M L K J I O P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT 5x8 5x8 5x8 3x10 4x6 7x10 2x4 3x4 4x4 7x10 1.5x4 4x8 5x8 5-5-8 5-5-8 12-2-4 6-8-12 19-0-12 6-10-8 25-11-4 6-10-8 32-9-12 6-10-8 39-10-0 7-0-4 -2-0-0 2-0-0 5-5-8 5-5-8 12-2-4 6-8-12 19-0-12 6-10-8 25-11-4 6-10-8 32-9-12 6-10-8 39-10-0 7-0-4 0-4-73-10-54-0-23-10-58.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-1-9], [E:0-4-0,0-3-0], [G:0-4-0,0-3-0], [J:0-3-8,0-2-0], [K:0-5-0,0-4-8], [M:0-5-0,0-4-8] 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 0.86 0.47 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.64 0.09 0.36 (loc) K-L K-L I K-L l/defl >999 >739 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 437 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* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) I=3151/Mechanical, B=3313/0-5-8 (min. 0-1-12) Max HorzB=193(LC 8) Max UpliftI=-1228(LC 5), B=-1147(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5217/1979, C-O=-7615/2988, O-P=-7616/2989, P-Q=-7619/2990, D-Q=-7621/2990, D-R=-8834/3439, R-S=-8834/3439, S-T=-8834/3439, E-T=-8834/3439, E-U=-8001/3108, U-V=-8001/3108, V-W=-8001/3108, W-X=-8001/3108, F-X=-8001/3108, F-Y=-8001/3108, Y-Z=-8001/3108, Z-AA=-8001/3108, G-AA=-8001/3108, G-AB=-5132/1985, AB-AC=-5132/1985, AC-AD=-5132/1985, H-AD=-5132/1985, H-I=-3034/1267 BOT CHORD B-N=-1671/4216, N-AE=-1666/4196, AE-AF=-1666/4196, AF-AG=-1666/4196, M-AG=-1666/4196, M-AH=-2987/7616, AH-AI=-2987/7616, AI-AJ=-2987/7616, L-AJ=-2987/7616, L-AK=-3453/8852, AK-AL=-3453/8852, AL-AM=-3453/8852, AM-AN=-3453/8852, K-AN=-3453/8852, K-AO=-2032/5232, AO-AP=-2032/5232, AP-AQ=-2032/5232, J-AQ=-2032/5232 WEBS C-N=-127/483, C-M=-1531/3912, D-M=-1655/821, D-L=-527/1395, E-L=-456/341, E-K=-958/388, F-K=-836/484, G-J=-2393/1112, H-J=-2181/5656, G-K=-1212/3118 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 0-9-0 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=1228, B=1147. 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. Continued on page 2 Job BOH - JAKE SOMMER Truss A21GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:00 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-z1TgMSNLe6Hv1zBcqMknHZFULGUYSuZKVYbArKzPHKr NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 122 lb up at 5-5-8, 126 lb down and 119 lb up at 7-6-4, 126 lb down and 119 lb up at 9-6-4, 126 lb down and 119 lb up at 11-6-4, 126 lb down and 119 lb up at 13-6-4, 126 lb down and 119 lb up at 15-6-4, 126 lb down and 119 lb up at 17-6-4, 126 lb down and 119 lb up at 19-6-4, 126 lb down and 119 lb up at 21-6-4, 126 lb down and 119 lb up at 23-6-4, 126 lb down and 119 lb up at 25-6-4, 126 lb down and 119 lb up at 27-6-4, 126 lb down and 119 lb up at 29-6-4, 126 lb down and 119 lb up at 31-6-4, 126 lb down and 119 lb up at 33-6-4, 126 lb down and 119 lb up at 35-6-4, and 126 lb down and 119 lb up at 37-6-4, and 132 lb down and 118 lb up at 39-8-4 on top chord, and 372 lb down and 207 lb up at 5-5-8, 54 lb down at 7-6-4, 54 lb down at 9-6-4, 54 lb down at 11-6-4, 54 lb down at 13-6-4, 54 lb down at 15-6-4, 54 lb down at 17-6-4, 54 lb down at 19-6-4, 54 lb down at 21-6-4, 54 lb down at 23-6-4, 54 lb down at 25-6-4, 54 lb down at 27-6-4, 54 lb down at 29-6-4, 54 lb down at 31-6-4, 54 lb down at 33-6-4, 54 lb down at 35-6-4, and 54 lb down at 37-6-4, and 68 lb down at 39-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-H=-84, B-I=-14 Concentrated Loads (lb) Vert: C=-90(F) H=-125(F) I=-28(F) N=-372(F) O=-90(F) P=-90(F) Q=-90(F) R=-90(F) S=-90(F) T=-90(F) U=-90(F) V=-90(F) W=-90(F) X=-90(F) Y=-90(F) Z=-90(F) AA=-90(F) AB=-90(F) AC=-90(F) AD=-90(F) AE=-22(F) AF=-22(F) AG=-22(F) AH=-22(F) AI=-22(F) AJ=-22(F) AK=-22(F) AL=-22(F) AM=-22(F) AN=-22(F) AO=-22(F) AP=-22(F) AQ=-22(F) AR=-22(F) AS=-22(F) AT=-22(F) Job BOH - JAKE SOMMER Truss AC01 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-RD12aoNzPQPmf7moO4F0qnohnguLBPmTkCKjNmzPHKq Scale = 1:26.7 T1 B1 W1 W3 W2 A B C D E H G F I J 3x4 3x6 1.5x4 1.5x4 3x4 3-0-0 3-0-0 7-5-14 4-5-14 7-7-14 0-2-0 -2-9-15 2-9-15 3-0-0 3-0-0 7-5-14 4-5-14 7-7-14 0-2-0 0-4-73-11-125.66 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.24 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.03 (loc) G-H G-H G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 38 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. 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=669/0-7-6 (min. 0-1-8), G=370/Mechanical Max HorzB=194(LC 8) Max UpliftB=-242(LC 8), G=-195(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-511/179 BOT CHORD B-I=-251/358, H-I=-251/358, H-J=-251/358, G-J=-251/358 WEBS C-G=-378/265 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) except (jt=lb) B=242, G=195. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb down and 100 lb up at 2-0-5, 30 lb down and 100 lb up at 2-0-5, and 66 lb down and 59 lb up at 4-10-4, and 66 lb down and 59 lb up at 4-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, B-F=-14 Concentrated Loads (lb) Vert: I=56(F=28, B=28) J=-105(F=-53, B=-53) Job BOH - JAKE SOMMER Truss AC02 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-vQbQn8ObAkXdHGL_ynmFM_KsX4Diwsgdys4HwDzPHKp Scale = 1:27.2 T1 B1 W3 W1 W2 A B C D E H G F I J 3x4 3x4 1.5x4 4x6 1.5x4 3-0-0 3-0-0 7-8-11 4-8-11 7-10-11 0-2-0 -2-9-15 2-9-15 3-0-0 3-0-0 7-8-11 4-8-11 7-10-11 0-2-0 0-4-74-1-25.66 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.75 0.30 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.00 0.04 (loc) G-H G-H G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 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. 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=689/0-7-6 (min. 0-1-8), G=397/Mechanical Max HorzB=199(LC 8) Max UpliftB=-234(LC 8), G=-207(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-542/190 BOT CHORD B-I=-266/386, H-I=-266/386, H-J=-266/386, G-J=-266/386 WEBS C-G=-405/280 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) except (jt=lb) B=234, G=207. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 21 lb down and 78 lb up at 2-3-2, 21 lb down and 78 lb up at 2-3-2, and 73 lb down and 66 lb up at 5-1-1, and 73 lb down and 66 lb up at 5-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, B-F=-14 Concentrated Loads (lb) Vert: I=51(F=26, B=26) J=-125(F=-63, B=-63) Job BOH - JAKE SOMMER Truss AC03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:03 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-Nc8p?UPDx1fUuQwBVVHUvCt2MTaRfL3mBWpqSfzPHKo Scale = 1:21.1 T1 B1 W1 A B C D F E G 2x4 3x4 1.5x4 5-2-3 5-2-3 -2-9-15 2-9-15 5-0-3 5-0-3 5-2-3 0-2-0 0-4-72-9-125.66 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.20 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 0.04 0.00 -0.03 (loc) B-F B-F B-F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-3 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) B=544/0-3-14 (min. 0-1-8), F=156/Mechanical Max HorzB=147(LC 8) Max UpliftB=-177(LC 8), F=-87(LC 8) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) F except (jt=lb) B=177. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 22 lb down and 64 lb up at 2-4-9, and 22 lb down and 64 lb up at 2-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, B-E=-14 Concentrated Loads (lb) Vert: G=48(F=24, B=24) Job BOH - JAKE SOMMER Truss B01GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:06 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-oBqxdVR6Ey23lufmBdrCXqVe_hZ3sb0CtU2U3_zPHKl Scale = 1:58.2 T1 T2 T1 B1 W5 W4 W2 W2 W1 W5W2W3 W1 B2 B3 T3 A B C D E F G H I N M L K J O P Q R S T U V W X 5x6 4x4 7x10 4x4 3x4 3x4 7x10 4x4 5x8 2x4 4x4 5x6 5-7-8 5-7-8 10-8-2 5-0-10 14-11-4 4-3-2 20-3-12 5-4-8 25-6-8 5-2-12 31-2-0 5-7-8 -2-0-0 2-0-0 5-7-8 5-7-8 10-8-2 5-0-10 14-11-4 4-3-2 20-3-12 5-4-8 25-6-8 5-2-12 31-2-0 5-7-8 33-2-0 2-0-0 0-4-73-11-104-1-70-4-73-11-108.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-2-3], [E:0-4-0,0-3-0], [G:0-3-0,0-2-3], [K:0-5-0,0-4-8], [M:0-5-0,0-4-8] 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 0.34 0.33 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.07 0.13 (loc) L K-L H L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 344 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-9-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=2472/0-5-8 (min. 0-1-8), H=2916/0-5-8 (min. 0-1-9) Max HorzB=133(LC 28) Max UpliftB=-601(LC 5), H=-905(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3691/1008, C-D=-2878/845, D-E=-5088/1559, E-O=-5647/1908, O-P=-5647/1908, P-Q=-5647/1908, F-Q=-5647/1908, F-R=-3520/1251, R-S=-3516/1250, G-S=-3515/1249, G-H=-4476/1501 BOT CHORD B-N=-859/2940, M-N=-1557/5088, L-M=-2010/6339, L-T=-2010/6339, T-U=-2010/6339, U-V=-2010/6339, K-V=-2010/6339, K-W=-1876/5647, W-X=-1876/5647, J-X=-1876/5647, H-J=-1177/3592 WEBS C-N=-471/1645, D-N=-2755/944, D-M=-381/1139, F-K=-7/630, F-J=-2621/869, G-J=-605/1936, E-L=-186/976, E-M=-1674/640, E-K=-866/162 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) B=601, H=905. 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) 128 lb down and 124 lb up at 15-5-12, 128 lb down and 124 lb up at 17-5-12, 128 lb down and 124 lb up at 19-5-12, 128 lb down and 124 lb up at 21-5-12, and 128 lb down and 124 lb up at 23-5-12, and 131 lb down and 127 lb up at 25-6-8 on top chord, and 885 lb down and 256 lb up at 14-11-4, 57 lb down at 15-5-12, 57 lb down at 17-5-12, 57 lb down at 19-5-12, 57 lb down at 21-5-12, and 57 lb down at 23-5-12, and 401 lb down and 218 lb up at 25-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job BOH - JAKE SOMMER Truss B01GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:06 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-oBqxdVR6Ey23lufmBdrCXqVe_hZ3sb0CtU2U3_zPHKl 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-G=-84, G-I=-84, B-H=-14 Concentrated Loads (lb) Vert: J=-401(B) L=-885(B) G=-98(B) O=-98(B) P=-98(B) Q=-98(B) R=-98(B) S=-98(B) T=-23(B) U=-23(B) V=-23(B) W=-23(B) X=-23(B) Job BOH - JAKE SOMMER Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-GNOJqrSk_GAwN2EykKMR322h15ufb28M68n2bQzPHKk Scale = 1:57.3 T1 T2 T1 B1 W3 W2 W1 W2 W3 B1 A B C D E F GJIH 6x8 6x8 4x6 1.5x4 5x8 1.5x4 1.5x4 4x6 7-7-8 7-7-8 15-7-0 7-11-8 23-6-8 7-11-8 31-2-0 7-7-8 -2-0-0 2-0-0 7-7-8 7-7-8 15-7-0 7-11-8 23-6-8 7-11-8 31-2-0 7-7-8 33-2-0 2-0-0 0-4-75-3-105-5-70-4-75-3-108.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [C:0-5-5,Edge], [E:0-5-5,Edge], [F:0-0-0,0-0-4], [I: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 0.89 0.44 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.07 0.09 (loc) I I-J F B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 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. 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=1699/0-5-8 (min. 0-1-13), F=1699/0-5-8 (min. 0-1-13) Max HorzB=167(LC 7) Max UpliftB=-269(LC 8), F=-269(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2233/340, C-D=-2379/453, D-E=-2379/453, E-F=-2233/340 BOT CHORD B-J=-323/1689, I-J=-325/1685, H-I=-203/1685, F-H=-201/1689 WEBS C-J=0/284, C-I=-298/960, D-I=-799/311, E-I=-298/960, E-H=0/284 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=269, F=269. 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 BOH - JAKE SOMMER Truss B03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-CmW4FXU_WtQecLNKslOv8T74JuXa3xvfZSG8gJzPHKi Scale = 1:57.3 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 B1 A B C D E F G H IL K J M N O P Q R 5x8 5x8 4x6 3x4 1.5x4 5x8 1.5x4 3x4 1.5x4 4x6 9-7-8 9-7-8 15-7-0 5-11-8 21-6-8 5-11-8 31-2-0 9-7-8 -2-0-0 2-0-0 7-5-2 7-5-2 9-7-8 2-2-6 15-7-0 5-11-8 21-6-8 5-11-8 23-8-14 2-2-6 31-2-0 7-5-2 33-2-0 2-0-0 0-4-76-7-106-9-70-4-76-7-108.00 12 Plate Offsets (X,Y)-- [B:Edge,0-0-4], [D:0-4-0,0-1-9], [F:0-4-0,0-1-9], [H:Edge,0-0-4], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.60 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.38 0.07 0.08 (loc) B-L B-L H B-L l/defl >999 >977 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 158 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-15 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) H=1699/0-5-8 (min. 0-1-13), B=1699/0-5-8 (min. 0-1-13) Max HorzB=202(LC 7) Max UpliftH=-290(LC 9), B=-290(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2215/291, C-D=-1998/348, D-E=-1884/278, E-F=-1884/278, F-G=-1998/348, G-H=-2215/291 BOT CHORD B-M=-287/1717, M-N=-287/1717, L-N=-287/1717, L-O=-245/1593, K-O=-245/1593, K-P=-142/1593, J-P=-142/1593, J-Q=-111/1717, Q-R=-111/1717, H-R=-111/1717 WEBS C-L=-390/252, D-L=-173/694, D-K=-206/586, E-K=-623/229, F-K=-207/586, F-J=-173/695, G-J=-390/252 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=290, B=290. 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 BOH - JAKE SOMMER Truss B04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-89dqgDVF2UgMsfXjzAQNEuCQsiEgXsFx1mlFkBzPHKg Scale = 1:58.2 T2 T3 T2 B2 W4 W3 W2 W2 W3 W4T1 T1 B3B1 W1W1 A B C D E F G H I M L K J N O 5x8 5x6 5x6 5x8 6x8 6x8 1.5x4 1.5x4 3x6 3x6 3x4 7-5-2 7-5-2 11-7-8 4-2-6 19-6-8 7-11-0 23-8-14 4-2-6 31-2-0 7-5-2 -2-0-0 2-0-0 7-5-2 7-5-2 11-7-8 4-2-6 15-7-0 3-11-8 19-6-8 3-11-8 23-8-14 4-2-6 31-2-0 7-5-2 33-2-0 2-0-0 0-4-77-11-108-1-70-4-77-11-108.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,0-3-0], [D:0-3-0,0-2-3], [F:0-3-0,0-2-3], [G:0-4-0,0-3-0], [H:0-6-0,0-0-6], [K:0-2-12,Edge], [L:0-2-12,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 0.58 0.50 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.33 0.07 0.07 (loc) K-L K-L H B-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-K, E-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1699/0-5-8 (min. 0-1-13), B=1699/0-5-8 (min. 0-1-13) Max HorzB=237(LC 7) Max UpliftH=-308(LC 9), B=-308(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2222/318, C-D=-1797/334, D-E=-1393/304, E-F=-1405/302, F-G=-1778/326, G-H=-2222/318 BOT CHORD B-M=-256/1755, L-M=-256/1753, L-N=-165/1487, N-O=-165/1487, K-O=-165/1487, J-K=-109/1686, H-J=-109/1688 WEBS C-L=-544/248, D-L=-120/748, F-K=-116/737, G-K=-550/247, E-K=-391/176, E-L=-401/177 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=308, B=308. 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 BOH - JAKE SOMMER Truss B05 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:13 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-5Xla5uXVa6w35zh65bTrJJHn?Vx1?hPEU4EMp4zPHKe Scale = 1:59.4 T2 T3 T2 B2 W4 W3 W2 W1 W2 W3 W4T1 T1 B3B1 A B C D E F G H L K J I M 5x8 5x8 5x6 5x8 5x6 5x8 1.5x4 1.5x4 3x6 3x6 7-5-2 7-5-2 13-7-8 6-2-6 17-6-8 3-11-0 23-8-14 6-2-6 31-2-0 7-5-2 -2-0-0 2-0-0 7-5-2 7-5-2 13-7-8 6-2-6 17-6-8 3-11-0 23-8-14 6-2-6 31-2-0 7-5-2 33-2-0 2-0-0 0-4-79-3-109-5-70-4-79-3-108.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,0-3-4], [D:0-4-0,0-1-9], [E:0-3-0,0-2-3], [F:0-4-0,0-3-4], [G:0-6-0,0-0-6], [J:0-2-12,0-3-0], [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 0.54 0.44 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.07 0.06 (loc) B-L B-L G B-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 169 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1699/0-5-8 (min. 0-1-13), B=1699/0-5-8 (min. 0-1-13) Max HorzB=-272(LC 6) Max UpliftG=-322(LC 9), B=-322(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2234/344, C-D=-1658/323, D-E=-1242/325, E-F=-1651/320, F-G=-2234/344 BOT CHORD B-L=-305/1847, K-L=-305/1844, K-M=-92/1310, J-M=-92/1310, I-J=-140/1696, G-I=-139/1698 WEBS C-L=0/254, C-K=-685/277, D-K=-135/594, E-J=-107/556, F-J=-688/277, F-I=0/255 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=322, B=322. 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 BOH - JAKE SOMMER Truss B06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-ZkJzIEX7LP2wj7GIfI_4rWqxIvIZkF3Ojk_vLWzPHKd Scale = 1:67.1 T2 T3 T2 B1 W4 W3 W2 W1 W2 W3 W4T1 T1 B3B2 A B C D E F G H L K J I 6x8 5x8 5x6 6x8 3x6 5x6 3x4 7x10 1.5x4 3x6 7-5-2 7-5-2 14-10-4 7-5-2 16-3-12 1-5-8 23-8-14 7-5-2 31-2-0 7-5-2 -2-0-0 2-0-0 7-5-2 7-5-2 14-10-4 7-5-2 16-3-12 1-5-8 23-8-14 7-5-2 31-2-0 7-5-2 33-2-0 2-0-0 0-4-710-1-810-3-50-4-710-1-88.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,Edge], [D:0-4-0,0-1-9], [E:0-3-0,0-2-3], [F:0-4-0,Edge], [G:0-6-0,0-0-6], [J:0-3-0,Edge], [L: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 0.63 0.36 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.07 0.06 (loc) K-L K-L G B-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-K, D-J, F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1699/0-5-8 (min. 0-1-13), G=1699/0-5-8 (min. 0-1-13) Max HorzB=-293(LC 6) Max UpliftB=-330(LC 8), G=-330(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2245/360, C-D=-1590/337, D-E=-1165/333, E-F=-1578/336, F-G=-2244/360 BOT CHORD B-L=-336/1713, K-L=-337/1712, J-K=-82/1162, I-J=-163/1711, G-I=-162/1712 WEBS C-L=0/274, C-K=-676/308, D-K=-132/418, D-J=-301/339, E-J=-151/487, F-J=-679/309, F-I=0/275 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=330, G=330. 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 BOH - JAKE SOMMER Truss B07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:16 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-V6RjjwZNt1IeyQQhmj0YwxvHXjyKC_9gA1T0PPzPHKb Scale = 1:60.8 T2 T3 T4 T5 B1 W5 W7 W6 W1 W2 W4 W6 W3T1 T6 B2 A B C D E F G H I M L K J N O 5x6 6x8 5x6 5x8 3x6 5x8 1.5x4 3x10 1.5x4 5x8 3x6 7-5-2 7-5-2 13-7-0 6-1-14 19-6-8 5-11-8 23-8-14 4-2-6 31-2-0 7-5-2 -2-0-0 2-0-0 7-5-2 7-5-2 13-7-0 6-1-14 15-6-8 1-11-8 19-6-8 4-0-0 23-8-14 4-2-6 31-2-0 7-5-2 33-2-0 2-0-0 0-4-77-11-109-5-20-4-77-11-108.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,0-3-4], [F:0-3-0,0-2-3], [G:0-4-0,0-3-0], [H:0-6-0,0-0-6], [K:0-2-12,0-3-0] 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 0.59 0.47 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.07 0.07 (loc) K-L K-L H H-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1699/0-5-8 (min. 0-1-13), H=1699/0-5-8 (min. 0-1-13) Max HorzB=274(LC 7) Max UpliftB=-322(LC 8), H=-357(LC 9) Max GravB=1705(LC 15), H=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2235/348, C-D=-1666/375, D-E=-1530/376, E-F=-1383/378, F-G=-1767/418, G-H=-2224/403 BOT CHORD B-M=-308/1887, L-M=-307/1891, L-N=-127/1558, N-O=-127/1558, K-O=-127/1558, J-K=-166/1689, H-J=-166/1692 WEBS F-K=-124/701, G-K=-570/237, D-L=-332/1402, E-L=-906/330, E-K=-271/106, C-L=-667/272 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=322, H=357. 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 BOH - JAKE SOMMER Truss B08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:18 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-RVYT8cbePeYMCkZ3u8200M?etWcqgvSzeLy7UHzPHKZ Scale = 1:60.8 T2 T3 T4 T5 B1 W6 W7 W5 W3 W1 W2 W4 T1 B2 A B C D E F G H I L K JM N 5x8 5x6 6x8 5x6 3x6 5x8 3x10 1.5x4 1.5x4 4x6 7-5-2 7-5-2 13-7-0 6-1-14 21-6-8 7-11-8 31-2-0 9-7-8 -2-0-0 2-0-0 7-5-2 7-5-2 13-7-0 6-1-14 17-6-8 3-11-8 21-6-8 4-0-0 26-4-4 4-9-12 31-2-0 4-9-12 33-2-0 2-0-0 0-4-76-7-109-5-20-4-76-7-108.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,0-3-4], [F:0-3-0,0-2-3], [K:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.53 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.28 0.08 0.07 (loc) J-K J-K H B-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-6 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=1699/0-5-8 (min. 0-1-13), H=1699/0-5-8 (min. 0-1-13) Max HorzB=274(LC 7) Max UpliftB=-322(LC 8), H=-357(LC 9) Max GravB=1704(LC 15), H=1699(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2231/347, C-D=-1657/374, D-E=-1611/356, E-F=-1539/380, F-G=-1955/394, G-H=-2274/447 BOT CHORD B-L=-303/1879, K-L=-304/1876, K-M=-171/1812, M-N=-171/1812, J-N=-171/1812, H-J=-240/1767 WEBS F-J=-87/760, G-J=-307/199, C-K=-664/275, D-K=-288/1365, E-K=-952/328, E-J=-440/138 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=322, H=357. 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 BOH - JAKE SOMMER Truss B09 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-vh6sLybGAygDpu8FRsaFYaXjlwwsPQe7t?hg0kzPHKY Scale = 1:60.8 T2 T3 T4 T5 B1 W6W5W3 W1 W2 W4 B3B2 T1 A B C D E F G H K J IL M 5x8 5x6 6x8 5x6 3x6 7x10 5x8 1.5x4 4x6 7-5-2 7-5-2 13-7-0 6-1-14 23-6-8 9-11-8 31-2-0 7-7-8 -2-0-0 2-0-0 7-5-2 7-5-2 13-7-0 6-1-14 19-6-8 5-11-8 23-6-8 4-0-0 31-2-0 7-7-8 33-2-0 2-0-0 0-4-75-3-109-5-20-4-75-3-108.00 12 Plate Offsets (X,Y)-- [B:0-6-0,0-0-6], [C:0-4-0,0-3-4], [F:0-3-0,0-2-3], [G:0-0-0,0-0-4], [I:0-4-0,0-3-4], [J:0-4-12,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 0.91 0.67 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.47 0.08 0.09 (loc) I-J I-J G G-I l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 159 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1699/0-5-8 (min. 0-1-13), G=1699/0-5-8 (min. 0-1-13) Max HorzB=274(LC 7) Max UpliftB=-322(LC 8), G=-357(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2229/349, C-D=-1661/370, D-E=-1631/341, E-F=-1681/395, F-G=-2232/382 BOT CHORD B-K=-304/1864, J-K=-305/1861, J-L=-227/2112, L-M=-227/2112, I-M=-227/2112, G-I=-143/1717 WEBS F-I=-59/830, C-J=-649/280, D-J=-231/1304, E-J=-1110/373, E-I=-686/165 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=322, G=357. 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 BOH - JAKE SOMMER Truss B10GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-s4EcmddWhZxx3BIeZGcjd?dD_kjQtJ?QKJAn5czPHKW Scale = 1:60.8 T2 T3 T4 T5 B1 W7W5 W1 W4 W3 W2 W6 B2 B3 T1 A B C D E F G H L K J I 5x6 5x6 6x12 5x8 3x4 7x10 2x4 7x10 2x4 4x4 7-5-12 7-5-12 13-7-0 6-1-4 21-6-8 7-11-8 25-6-8 4-0-0 28-4-4 2-9-12 31-2-0 2-9-12 -2-0-0 2-0-0 7-5-12 7-5-12 13-7-0 6-1-4 21-6-8 7-11-8 25-6-8 4-0-0 28-4-4 2-9-12 31-2-0 2-9-12 33-2-0 2-0-0 0-4-73-11-109-5-20-4-73-11-108.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [F:0-4-0,0-1-9], [J:0-5-0,0-4-8], [K:0-4-12,0-4-8] 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 0.29 0.22 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.04 0.06 (loc) J-K J-K G J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 372 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 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. REACTIONS.(lb/size) B=1915/0-5-8 (min. 0-1-8), G=2745/0-5-8 (min. 0-1-8) Max HorzB=274(LC 7) Max UpliftB=-403(LC 8), G=-746(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2624/489, C-D=-2059/518, D-E=-2103/478, E-F=-3978/1007, F-G=-4151/1097 BOT CHORD B-L=-419/2022, K-L=-419/2020, J-K=-804/3953, I-J=-746/3265, G-I=-763/3318 WEBS F-I=-439/1318, E-J=-665/280, D-K=-357/1550, C-K=-589/277, E-K=-2591/826, F-J=-317/1096 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 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) B=403, G=746. 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) 1262 lb down and 482 lb up at 25-5-12 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-E=-84, E-F=-84, F-H=-84, B-G=-14 Continued on page 2 Job BOH - JAKE SOMMER Truss B10GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:21 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-s4EcmddWhZxx3BIeZGcjd?dD_kjQtJ?QKJAn5czPHKW LOAD CASE(S) Standard Concentrated Loads (lb) Vert: I=-1262(F) Job BOH - JAKE SOMMER Truss C01GD Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-GfwlPffO_UJVwf1DEP9QFdFd8xZV4gZs0HPRhxzPHKT Scale = 1:58.7 T2 T2 B1 W7 W4 W3 W2 W1 W2 W3 W5 W6 B1 T1 T3 HW2 HW1 A B C D E F G H M L K J I N O P Q R S T U 6x8 8x12 5x8 6x12 2x4 4x8 3x4 12x12 10x20 MT20HS 7x10 3x6 3x10 4x6 7x10 4-2-0 4-2-0 8-4-0 4-2-0 13-7-0 5-3-0 18-10-0 5-3-0 21-7-0 2-9-0 27-2-0 5-7-0 4-2-0 4-2-0 8-4-0 4-2-0 13-7-0 5-3-0 18-10-0 5-3-0 21-7-0 2-9-0 27-2-0 5-7-0 29-2-0 2-0-0 0-4-79-5-20-4-78.00 12 Plate Offsets (X,Y)-- [A:0-10-10,0-3-4], [A:0-4-10,0-2-8], [B:0-0-8,0-2-0], [C:0-3-12,0-3-0], [D:Edge,0-3-8], [E:0-4-0,0-3-0], [G:0-4-1,0-3-0], [J:0-3-8,0-4-8], [K:0-10-0,0-4-8], [L:0-3-8 ,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.90 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.44 0.14 0.17 (loc) K-L K-L G J-K l/defl >999 >731 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 551 lb FT = 20% GRIP 220/195 165/146 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W4,W5,W6: 2x4 DF Stud/Std WEDGE Right: 2x6 DF SS or 1800F 1.6E SLIDER Left 2x8 DF 1950F 1.7E or SS -À 4-0-8 BRACING- TOP CHORD Sheathed or 4-5-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) G=12247/0-5-8 (min. 0-4-6), A=13653/0-5-8 (min. 0-4-14) Max HorzA=-260(LC 25) Max UpliftG=-3005(LC 9), A=-2511(LC 8) Max GravG=12247(LC 1), A=13734(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-22780/4213, B-C=-20690/4077, C-D=-14244/3095, D-E=-14239/3098, E-F=-18667/4367, F-G=-20592/4999 BOT CHORD A-N=-3531/18671, M-N=-3531/18671, M-O=-3531/18671, O-P=-3531/18671, L-P=-3531/18671, L-Q=-3341/17078, Q-R=-3341/17078, K-R=-3341/17078, K-S=-3459/15429, S-T=-3459/15429, J-T=-3459/15429, J-U=-4011/16837, I-U=-4011/16837, G-I=-4011/16837 WEBS B-M=-137/2246, B-L=-1786/208, C-L=-1423/9123, C-K=-7928/1412, D-K=-3284/15202, E-K=-5401/1738, E-J=-1856/6096, F-J=-2242/964, F-I=-1075/2784 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 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 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint K = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=3005 , A=2511. Continued on page 2 Job BOH - JAKE SOMMER Truss C01GD Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:24 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-GfwlPffO_UJVwf1DEP9QFdFd8xZV4gZs0HPRhxzPHKT NOTES- 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 963 lb down and 90 lb up at 2-0-4, 975 lb down and 88 lb up at 4-0-4, 975 lb down and 88 lb up at 5-2-4, 975 lb down and 88 lb up at 6-4-12, 5022 lb down and 1043 lb up at 8-4-0, 1952 lb down and 264 lb up at 9-7-12, 1995 lb down and 240 lb up at 11-7-12, 2014 lb down and 471 lb up at 13-7-12, 1995 lb down and 475 lb up at 15-7-12, 1984 lb down and 479 lb up at 17-7-12, and 1914 lb down and 482 lb up at 19-7-12, and 3137 lb down and 1242 lb up at 21-7-0 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-H=-84, A-G=-14 Concentrated Loads (lb) Vert: M=-919(F) L=-4791(F) K=-1914(F) I=-3137(F) N=-919(F) O=-919(F) P=-919(F) Q=-1919(F) R=-1910(F) S=-1914(F) T=-1914(F) U=-1914(F) Job BOH - JAKE SOMMER Truss C02 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-C11VpLhfW5ZD9zBcMqCuK2K_3lM0Yak9UbuYmqzPHKR Scale = 1:56.1 T2 T2 B1 W3W2 W1 W3 W2 T1 T3 B1 A B C D E FI H G 6x8 4x6 6x8 4x6 1.5x4 5x8 1.5x4 4x6 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 27-2-0 7-5-2 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 27-2-0 7-5-2 29-2-0 2-0-0 0-4-79-5-20-4-78.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [B:0-4-0,Edge], [D:0-4-0,Edge], [E:Edge,0-0-4], [H: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 0.58 0.51 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.09 (loc) A-I A-I E A-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-14 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=1300/0-5-8 (min. 0-1-8), E=1511/0-5-8 (min. 0-1-10) Max HorzA=-261(LC 4) Max UpliftA=-233(LC 8), E=-299(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1935/322, B-C=-1323/313, C-D=-1321/316, D-E=-1905/305 BOT CHORD A-I=-291/1460, H-I=-291/1458, G-H=-142/1426, E-G=-142/1427 WEBS D-G=0/251, D-H=-619/281, C-H=-201/856, B-I=0/256, B-H=-663/300 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=233, E=299. 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 BOH - JAKE SOMMER Truss C03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-gEbt1hiHHPh4n6movXj7tGt9p9iDH0_IiFd5IGzPHKQ Scale = 1:54.9 T2 T2 B1 W3 W2 W1 W3W2 T1 T1 B1 A B C D E H G F 6x8 4x6 6x8 4x6 1.5x4 5x8 1.5x4 4x6 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 27-2-0 7-5-2 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 27-2-0 7-5-2 0-4-79-5-20-4-78.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [B:0-4-0,Edge], [D:0-4-0,Edge], [E:Edge,0-0-4], [G: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 0.58 0.51 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.09 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 127 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-12 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=1309/0-5-8 (min. 0-1-8), E=1309/0-5-8 (min. 0-1-8) Max HorzA=-238(LC 4) Max UpliftA=-234(LC 8), E=-234(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1950/325, B-C=-1337/319, C-D=-1337/319, D-E=-1950/325 BOT CHORD A-H=-316/1472, G-H=-316/1471, F-G=-173/1471, E-F=-173/1472 WEBS B-H=0/256, B-G=-663/300, C-G=-205/877, D-F=0/256, D-G=-663/301 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=234, E=234. 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 BOH - JAKE SOMMER Truss D01 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:29 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-dcjeSNjXp0xo0QvA1ylbyhyW7yQTlxFbAZ6CN9zPHKO Scale = 1:55.6 T2 T3 B2 W5 W3 W2 W1 W4 W3W2 B1 T1 A B C D E F J I H G 5x8 4x6 5x6 1.5x4 1.5x4 5x8 4x4 3x6 4x4 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 25-5-0 5-8-2 -2-0-0 2-0-0 7-5-2 7-5-2 13-7-0 6-1-14 19-8-14 6-1-14 25-5-0 5-8-2 0-4-79-5-21-6-78.00 12 Plate Offsets (X,Y)-- [B:0-0-11,Edge], [C:0-4-0,0-3-4], [I: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 0.53 0.33 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.04 0.06 (loc) B-J B-J G B-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=1218/Mechanical, B=1430/0-5-8 (min. 0-1-8) Max HorzB=257(LC 5) Max UpliftG=-208(LC 9), B=-288(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1762/284, C-D=-1181/290, D-E=-1176/290, E-F=-1446/249, F-G=-1180/227 BOT CHORD B-J=-309/1309, I-J=-310/1308, H-I=-147/1113 WEBS C-I=-619/279, D-I=-168/679, F-H=-135/1050, E-I=-410/229 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) G=208, B=288. 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 BOH - JAKE SOMMER Truss E01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-5pH0fik9aK3feaUNbfGqVuUdpMgwUNJkPDsmvbzPHKN Scale = 1:64.8 W5 T1 T3 W1 B1 W6 W5 W4 W3 W2T2 B2 A B C D H G F EI 2x4 5x8 7x10 3x4 3x6 6x8 5x6 4x8 4-9-0 4-9-0 12-6-0 7-9-0 20-3-0 7-9-0 4-9-0 4-9-0 12-6-0 7-9-0 20-3-0 7-9-0 1-4-1011-10-71-4-108.00 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 0.79 0.70 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.39 0.04 0.11 (loc) F-G F-G E F-G l/defl >905 >607 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 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* W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 1 Row at midpt D-E, B-F, C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=978/0-5-8 (min. 0-1-8), E=978/Mechanical Max HorzH=423(LC 8) Max UpliftH=-107(LC 8), E=-372(LC 8) Max GravH=978(LC 1), E=1113(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-919/113, A-B=-2872/221, B-C=-1145/0 BOT CHORD G-H=-439/218, F-G=-671/3102, F-I=-296/924, E-I=-296/924 WEBS A-G=-209/2829, B-G=-677/118, B-F=-2232/380, C-F=0/644, C-E=-1201/383 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) H=107, E=372. 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 BOH - JAKE SOMMER Truss E02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-1BPm4OlQ6xJNtueli4IIaJa0gAPRyEE1sXLs_TzPHKL Scale: 3/16"=1' W5 T1 T3 B1 W6 W5 W4 W3 W2 W1T2 B2 A B C D H G F EI 2x4 7x10 7x10 3x6 5x8 4x6 4x8 3x6 5-11-8 5-11-8 13-1-4 7-1-12 20-3-0 7-1-12 5-11-8 5-11-8 13-1-4 7-1-12 19-11-0 6-9-12 20-3-0 0-4-0 2-2-511-7-1311-5-22-2-58.00 12 Plate Offsets (X,Y)-- [D:0-3-8,Edge], [G:0-2-12,0-3-0] 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 0.64 0.51 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.03 0.06 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt B-F, D-E, C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=978/0-5-8 (min. 0-1-8), E=978/Mechanical Max HorzH=390(LC 8) Max UpliftH=-109(LC 8), E=-370(LC 8) Max GravH=978(LC 1), E=1104(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-930/127, A-B=-2084/138, B-C=-1028/0 BOT CHORD G-H=-407/169, F-G=-533/2147, F-I=-263/812, E-I=-263/812 WEBS A-G=-125/2098, B-G=-597/100, B-F=-1444/281, C-F=-7/658, C-E=-1126/364 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) H=109, E=370. 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 BOH - JAKE SOMMER Truss E03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-VNy8Hkm2tFREV1DyGoqX7X66ZZm8hjwB5B4QWwzPHKK Scale: 3/16"=1' W5 T1 T2 B1 W6 W5 W4 W3 W1 W2 B2 A B C D H G F EI 2x4 5x6 4x12 3x6 5x6 3x4 3x6 3x6 6-11-8 6-11-8 13-7-4 6-7-12 20-3-0 6-7-12 6-11-8 6-11-8 13-7-4 6-7-12 19-11-0 6-3-12 20-3-0 0-4-0 2-10-511-7-1311-5-22-10-58.00 12 Plate Offsets (X,Y)-- [D:0-3-8,Edge], [G:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.41 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.04 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bracing. WEBS 1 Row at midpt B-F, C-E, D-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=978/0-5-8 (min. 0-1-8), E=978/Mechanical Max HorzH=363(LC 8) Max UpliftH=-112(LC 8), E=-367(LC 8) Max GravH=978(LC 1), E=1093(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-927/135, A-B=-1713/95, B-C=-941/0 BOT CHORD G-H=-382/156, F-G=-462/1741, F-I=-239/734, E-I=-239/734 WEBS A-G=-80/1743, B-G=-542/91, B-F=-1156/240, C-F=-27/673, C-E=-1076/350 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) H=112, E=367. 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 BOH - JAKE SOMMER Truss E04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-zaWXV4ngeZZ56Bo8qVLmfkfPVz79QCGKJrqz2MzPHKJ Scale = 1:64.7 W5 T1 T2 B1 W6 W6 W5 W4 W3 W2 W1 B2 A B C D E I H G FJ 3x6 1.5x4 4x8 1.5x4 5x6 3x4 3x4 3x6 3x6 8-9-0 8-9-0 14-3-12 5-6-12 19-10-8 5-6-12 4-4-8 4-4-8 8-9-0 4-4-8 14-3-12 5-6-12 19-6-8 5-2-12 19-10-8 0-4-0 4-3-1011-7-1311-5-24-3-108.00 12 Plate Offsets (X,Y)-- [E:0-2-0,0-0-11], [H: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 0.43 0.36 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.02 0.02 (loc) H-I H-I F H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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. WEBS 1 Row at midpt E-F, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=960/0-5-8 (min. 0-1-8), F=960/Mechanical Max HorzI=304(LC 8) Max UpliftI=-115(LC 8), F=-355(LC 8) Max GravI=960(LC 1), F=1046(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1173/27, C-D=-738/0 BOT CHORD H-I=-396/814, G-H=-329/1176, G-J=-186/552, F-J=-186/552 WEBS B-I=-1096/130, B-H=0/558, C-G=-812/178, D-G=-59/667, D-F=-962/324 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) I=115, F=355. 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 BOH - JAKE SOMMER Truss E05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-wyeHwmpw9AppMVyXxwNEk9kjVnmeu7hdn9J47FzPHKH Scale: 3/16"=1' W5 T1 T2 B1 W4 W5 W4 W3 W2 B2 W1 A B C D H G F EI 3x4 2x4 5x8 2x4 5x8 3x10 1.5x4 3x6 5-6-4 5-6-4 10-9-0 5-2-12 19-10-8 9-1-8 5-6-4 5-6-4 10-9-0 5-2-12 19-6-8 8-9-8 19-10-8 0-4-0 5-7-1011-7-130-3-85-7-108.00 12 Plate Offsets (X,Y)-- [C:0-6-4,0-2-4], [F:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.49 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.02 0.02 (loc) E-F E-F E F l/defl >999 >658 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 134 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. WEBS 1 Row at midpt B-H, D-E, C-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=960/0-5-8 (min. 0-1-8), E=960/Mechanical Max HorzH=245(LC 8) Max UpliftH=-152(LC 4), E=-340(LC 8) Max GravH=960(LC 1), E=1001(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-956/37, C-D=-250/160 BOT CHORD G-H=-322/744, F-G=-322/744, F-I=-263/958, E-I=-263/958 WEBS B-H=-1028/146, B-F=0/337, D-E=-352/213, C-E=-1116/306 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=152, E=340. 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 BOH - JAKE SOMMER Truss E06 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-O9Cf76pYwUyfzfWjVeuTHNHxNBAHdUfm0p2dfhzPHKG Scale = 1:67.4 W7 T1 T2 B1 W6 W7 W6 W5 W2 B2 W4 W3 W1 A B C D E K J I H G FL 3x4 2x4 5x6 3x4 3x10 1.5x4 3x4 3x6 4x12 3x4 3x6 5-4-0 5-4-0 10-4-8 5-0-8 15-1-8 4-9-0 19-10-8 4-9-0 5-4-0 5-4-0 10-4-8 5-0-8 15-1-8 4-9-0 19-6-8 4-5-0 19-10-8 0-4-0 5-4-1011-7-130-3-85-4-108.00 12 Plate Offsets (X,Y)-- [E:0-1-12,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 0.32 0.21 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.02 0.02 (loc) H-I H-I F H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 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. WEBS 1 Row at midpt E-F, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=960/0-5-8 (min. 0-1-8), F=960/Mechanical Max HorzK=259(LC 8) Max UpliftK=-145(LC 4), F=-345(LC 8) Max GravK=960(LC 1), F=1015(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-934/43, C-D=-617/2 BOT CHORD J-K=-336/771, I-J=-336/771, H-I=-336/771, G-H=-269/928, G-L=-149/444, F-L=-149/444 WEBS B-K=-1061/133, B-H=0/260, C-G=-734/177, D-G=-86/710, D-F=-923/309 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=145, F=345. 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 BOH - JAKE SOMMER Truss E07 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-KXKQYnrpS5CNDyg5c2xxMoMGq_qd5S_3T6XkjZzPHKE Scale: 3/16"=1' W6 T1 T2 T3 W3 B1 W7 W7 W6 W5 W4 W1 W2 A B C D E F J I H GK L 3x6 1.5x4 4x8 5x8 1.5x4 3x6 3x4 3x4 1.5x4 4x8 8-4-8 8-4-8 14-1-8 5-9-0 19-10-8 5-9-0 4-2-4 4-2-4 8-4-8 4-2-4 14-1-8 5-9-0 18-11-0 4-9-8 19-10-8 0-11-8 4-0-1011-1-011-2-1311-1-08.00 12 Plate Offsets (X,Y)-- [E:0-4-0,0-1-9] 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 0.39 0.34 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.02 0.03 (loc) I-J I-J G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 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 5-11-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-G, E-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=960/0-5-8 (min. 0-1-8), G=960/Mechanical Max HorzJ=287(LC 8) Max UpliftJ=-128(LC 8), G=-328(LC 8) Max GravJ=960(LC 1), G=1031(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1231/67, C-D=-764/0, D-E=-766/177 BOT CHORD I-J=-395/837, H-I=-354/1238 WEBS B-J=-1118/150, B-I=0/607, C-I=-256/27, C-H=-846/196, D-H=-495/306, E-H=-400/1208, E-G=-936/366 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=128, G=328. 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 BOH - JAKE SOMMER Truss E08 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-oktom7sRDPKEq6FIAmSAv?vJLO9XquHDimHHG0zPHKD Scale = 1:57.0 W6 T1 T2 T3 W3 B1 W7 W6 W5 W4 W1 W2 B2 A B C D E I H G FJ K 2x4 5x8 6x8 7x10 1.5x4 3x6 5x6 2x4 4x8 6-11-0 6-11-0 13-7-0 6-8-0 20-3-0 6-8-0 6-11-0 6-11-0 13-7-0 6-8-0 17-5-8 3-10-8 20-3-0 2-9-8 2-10-09-10-510-0-29-10-58.00 12 Plate Offsets (X,Y)-- [D:0-5-0,0-2-0], [H:0-2-12,0-3-0] 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 0.92 0.43 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.15 0.02 0.05 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-1 oc bracing. WEBS 1 Row at midpt E-F, B-G, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=978/0-5-8 (min. 0-1-8), F=978/Mechanical Max HorzI=287(LC 8) Max UpliftI=-149(LC 8), F=-283(LC 8) Max GravI=978(LC 1), F=1013(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-927/172, A-B=-1765/195, B-C=-941/44, C-D=-942/238 BOT CHORD H-I=-307/139, G-H=-489/1797 WEBS A-H=-187/1800, B-H=-562/130, B-G=-1221/283, C-G=-516/317, D-G=-386/1255, D-F=-883/300 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=149, F=283. 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 BOH - JAKE SOMMER Truss E09 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-k6?YApthl0ay4QPgIBUe_Q_kkCm1Ip4V94mOKuzPHKB Scale = 1:48.7 W6 T1 T2 T3 W5 B1W7W6 W4 W3 B2 W2 W1 A B C D E I H G FJ K 2x4 5x8 6x8 6x8 1.5x4 3x6 7x10 5x8 2x4 4-11-0 4-11-0 12-7-0 7-8-0 20-3-0 7-8-0 4-11-0 4-11-0 12-7-0 7-8-0 15-5-8 2-10-8 20-3-0 4-9-8 1-6-08-6-58-8-28-6-58.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-2-4], [G:0-4-12,Edge], [H:0-3-8,0-2-8] 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 0.54 0.68 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.35 0.04 0.12 (loc) G-H G-H F G-H l/defl >999 >680 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-9 oc bracing. WEBS 1 Row at midpt E-F, B-G, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=978/0-5-8 (min. 0-1-8), F=978/Mechanical Max HorzI=287(LC 8) Max UpliftI=-162(LC 8), F=-235(LC 8) Max GravI=978(LC 1), F=997(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-919/170, A-B=-2826/402, B-C=-1095/97, C-D=-1182/323 BOT CHORD H-I=-314/194, G-H=-708/2908, G-J=-129/438, J-K=-129/438, F-K=-129/438 WEBS A-H=-388/2768, B-H=-667/163, B-G=-2120/456, C-G=-612/374, D-F=-873/264, D-G=-401/1331 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=162, F=235. 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 BOH - JAKE SOMMER Truss G01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-hV7JbVvxHdqgJkZ3PcW63r40J?W3mmIodOFVPnzPHK9 Scale = 1:60.4 W6 T1 T2 T3 W4 B1 W7 W6 W5 W3 W1 W2 B2 A B C D E I H G F J K L 1.5x4 5x6 6x8 7x10 1.5x4 6x8 4x4 4x8 5x6 6-6-8 6-6-8 15-3-8 8-9-0 19-4-0 4-0-8 6-6-8 6-6-8 10-11-0 4-4-8 15-3-8 4-4-8 19-4-0 4-0-8 4-7-010-5-010-6-1310-5-08.00 12 Plate Offsets (X,Y)-- [D:0-7-5,Edge], [H:0-2-12,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 0.79 0.39 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.01 0.03 (loc) G-H G-H F G-H l/defl >999 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-F, C-G, D-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=933/0-5-8 (min. 0-1-8), F=933/Mechanical Max HorzI=238(LC 8) Max UpliftI=-131(LC 8), F=-257(LC 8) Max GravI=936(LC 2), F=975(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-894/150, A-B=-1012/86, B-C=-1299/182, C-D=-482/63, D-E=-336/96, E-F=-937/263 BOT CHORD H-J=-235/654, J-K=-235/654, G-K=-235/654 WEBS A-H=-91/1182, B-H=-1115/271, C-H=-172/761, C-G=-631/277, E-G=-256/901 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=131, F=257. 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 BOH - JAKE SOMMER Truss G02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:45 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-9hhhprwZ2xyXxt8FzJ1Lc3cHkPrNV8Zyr2_2xDzPHK8 Scale = 1:67.1 W5 T1 T2 T3 W4 B1 W6 W6 W5 W1 W2 W3 B2 A B C D E I H G FJ K L 4x4 1.5x4 5x8 6x8 1.5x4 3x6 5x8 3x4 3x4 8-6-8 8-6-8 17-3-8 8-9-0 19-4-0 2-0-8 4-3-4 4-3-4 8-6-8 4-3-4 17-3-8 8-9-0 19-4-0 2-0-8 5-11-011-9-011-10-1311-9-08.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-2-8], [H: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 0.43 0.45 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.02 0.03 (loc) H-I H-I F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 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 *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. WEBS 1 Row at midpt E-F, D-F, C-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=933/0-5-8 (min. 0-1-8), F=933/Mechanical Max HorzI=238(LC 8) Max UpliftI=-120(LC 8), F=-304(LC 8) Max GravI=957(LC 2), F=951(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-866/37, C-D=-405/13 BOT CHORD I-J=-303/549, J-K=-303/549, H-K=-303/549, H-L=-276/868, G-L=-276/868 WEBS B-I=-910/110, B-H=0/555, D-G=-75/660, D-F=-1068/353, C-G=-830/260 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=120, F=304. 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 BOH - JAKE SOMMER Truss G03 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-54pREWxqaYCFABHe4k4phUib_DZvz6WEJMT9?6zPHK6 Scale = 1:68.1 T1 T2 T3 T4 W2 B1 W6 W5 W5 W4 W1 W2 W3 W8 W7 B2 A B C D E F K J I H GL M N 5x6 4x8 1.5x4 3x6 1.5x4 5x8 4x8 3x4 3x4 4x8 5x6 1-11-8 1-11-8 10-6-8 8-7-0 16-8-5 6-1-13 19-4-0 2-7-11 1-11-8 1-11-8 6-1-4 4-1-12 10-6-8 4-5-4 16-8-5 6-1-13 19-4-0 2-7-11 6-1-27-3-011-6-08.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-2-3], [E:0-6-4,0-2-4], [I: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 0.57 0.38 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.01 0.02 (loc) I-J I-J G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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, Except: 6-0-0 oc bracing: J-K. WEBS 1 Row at midpt F-G, C-J, D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=933/Mechanical, K=933/0-5-8 (min. 0-1-8) Max HorzK=218(LC 8) Max UpliftG=-285(LC 8), K=-128(LC 8) Max GravG=953(LC 2), K=963(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-313/48, C-D=-704/53, D-E=-371/18, A-K=-1051/104 BOT CHORD J-L=-274/571, L-M=-274/571, I-M=-274/571, I-N=-225/700, H-N=-225/700 WEBS C-J=-649/117, C-I=0/274, D-H=-762/238, E-H=-134/690, E-G=-918/308, A-J=-66/885 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) G=285, K=128. 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 BOH - JAKE SOMMER Truss G04 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-1SwBeCz45ASyQVR0C96Hmvnw60DpRzFXmgyG4_zPHK4 Scale = 1:66.1 T1 T2 T3 T4 W3 B1 W6 W5 W5 W4 W1 W8 W7 B2 W2A B C D E F K J I H GL M N O 5x6 6x8 8x12 1.5x4 3x6 1.5x4 3x4 3x10 3x4 4x8 5x6 3-11-8 3-11-8 12-6-8 8-7-0 19-4-0 6-9-8 3-11-8 3-11-8 8-1-4 4-1-12 12-6-8 4-5-4 16-8-5 4-1-13 19-4-0 2-7-11 6-1-28-7-011-6-08.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-2-3], [E:0-10-4,0-2-4] 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 0.59 0.42 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.23 0.01 0.02 (loc) H-J H-J G H-J l/defl >999 >988 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS 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 6-0-0 oc bracing. WEBS 1 Row at midpt F-G, B-J, C-J, C-H, D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=933/Mechanical, K=933/0-5-8 (min. 0-1-8) Max HorzK=217(LC 8) Max UpliftG=-284(LC 8), K=-129(LC 8) Max GravG=988(LC 2), K=957(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-510/92, B-C=-376/123, C-D=-547/53, D-E=-754/151, A-K=-953/132 BOT CHORD J-L=-245/546, I-L=-245/546, I-M=-245/546, H-M=-245/546 WEBS C-J=-402/111, D-H=-690/213, E-H=-302/1033, A-J=-61/697, E-G=-837/303 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) G=284, K=129. 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 BOH - JAKE SOMMER Truss G05 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:51 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-_r2y3u_KdnigfobPJa8lrKsBFqvivu1qE_RN9tzPHK2 Scale = 1:68.7 T1 T2 T3 T4 W4 B1 W6 W5 W5 W3 W1 W8 W7 B2 W2A B C D E F K J I H GL M N O 5x6 6x8 8x12 1.5x4 3x6 1.5x4 3x4 3x10 3x4 4x8 5x6 5-11-8 5-11-8 14-6-8 8-7-0 19-4-0 4-9-8 5-11-8 5-11-8 10-1-4 4-1-12 14-6-8 4-5-4 16-8-5 2-1-13 19-4-0 2-7-11 6-1-29-11-011-6-08.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-2-3], [E:0-10-4,0-2-4] 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 0.94 0.39 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.26 0.01 0.02 (loc) H-I H-I G H-I l/defl >999 >870 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. WEBS 1 Row at midpt F-G, B-I, C-I, C-H, D-H, E-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=933/Mechanical, K=933/0-5-8 (min. 0-1-8) Max HorzK=217(LC 8) Max UpliftG=-284(LC 8), K=-129(LC 8) Max GravG=983(LC 2), K=949(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-617/113, B-C=-433/163, C-D=-388/57, D-E=-519/119, A-K=-903/143 BOT CHORD I-L=-205/480, L-M=-205/480, H-M=-205/480 WEBS C-H=-280/207, D-H=-505/168, E-H=-297/987, A-I=-50/598, E-G=-886/287 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) G=284, K=129. 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 BOH - JAKE SOMMER Truss G06 Truss Type Piggyback Base Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-S1cKHE?yO5qXHyAbtHf_OXPNpEF3eQl_SeBwhJzPHK1 Scale = 1:66.6 T1 T2 T3 W4 B1 W5 W3 W1 W7 W6 W3 W2 B2 A B C D E J I H G FK L M 5x8 5x6 2x4 2x4 7x10 1.5x4 2x4 3x4 3x10 3x4 3x10 7-11-8 7-11-8 16-6-8 8-7-0 16-8-5 0-1-13 19-4-0 2-7-11 7-11-8 7-11-8 12-3-15 4-4-7 16-6-8 4-2-9 16-8-5 0-1-13 19-4-0 2-7-11 6-1-211-3-011-6-08.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [B:0-3-0,0-2-3] 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 0.88 0.45 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.01 0.02 (loc) G-H G-H F G-H l/defl >999 >785 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS 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 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-F, B-H, D-G, C-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=933/Mechanical, J=933/Mechanical Max HorzJ=213(LC 8) Max UpliftF=-256(LC 5), J=-76(LC 8) Max GravF=965(LC 2), J=977(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-677/88, B-C=-446/156, E-F=-1022/243, A-J=-886/99 BOT CHORD H-L=-116/387, L-M=-116/387, G-M=-116/387 WEBS B-H=-260/157, D-G=-296/114, A-H=-38/527, C-G=-512/185, E-G=-220/987 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) J except (jt=lb) F=256. 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 BOH - JAKE SOMMER Truss G07 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:54 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-OQk4iw0Dwi5FWGK_?iiSTyUpi1xK6GTGwyg1lCzPHK? Scale = 1:65.3 T1 T2 W2 B1 W1 W2 W3 W2 W3 W5 W4 B2 A B C D E I H G FJ K L M 1.5x4 4x6 1.5x4 3x6 6x8 3x4 1.5x4 3x10 3x6 8-1-5 8-1-5 13-8-11 5-7-5 19-4-0 5-7-5 4-0-11 4-0-11 8-1-5 4-0-11 13-8-11 5-7-5 19-4-0 5-7-5 6-1-211-6-08.00 12 Plate Offsets (X,Y)-- [C:0-4-4,0-2-4], [H:0-2-12,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 0.47 0.40 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.01 0.01 (loc) H-I H-I F G-H l/defl >999 >894 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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. WEBS 1 Row at midpt E-F, C-H, D-F, B-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=933/Mechanical, I=933/Mechanical Max HorzI=218(LC 8) Max UpliftF=-255(LC 5), I=-74(LC 8) Max GravF=997(LC 2), I=989(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-605/129, C-D=-436/149 BOT CHORD I-J=-230/390, J-K=-230/390, H-K=-230/390, H-L=-100/379, G-L=-100/379, G-M=-100/379, F-M=-100/379 WEBS B-H=-71/272, D-G=0/276, D-F=-854/227, B-I=-815/59 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) I except (jt=lb) F=255. 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 BOH - JAKE SOMMER Truss G08 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-Kprr6b2TSJLzlaTN67kwYNZ8rrcaaAyZNG98p4zPHJz Scale = 1:65.3 T1 T2 W2 B1 W1 W2 W3 W2 W3 W5 W4 B2 A B C D E J I H G FK L M N 1.5x4 4x6 1.5x4 3x6 3x6 3x10 3x4 1.5x4 3x10 3x6 8-1-5 8-1-5 13-8-11 5-7-5 19-4-0 5-7-5 4-0-11 4-0-11 8-1-5 4-0-11 13-8-11 5-7-5 19-4-0 5-7-5 6-1-211-6-08.00 12 Plate Offsets (X,Y)-- [C:0-4-4,0-2-4] 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 0.50 0.41 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.27 0.01 0.01 (loc) H-J H-J F G-H l/defl >999 >834 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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. WEBS 1 Row at midpt E-F, C-H, D-F, B-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=933/Mechanical, J=933/Mechanical Max HorzJ=218(LC 8) Max UpliftF=-255(LC 5), J=-74(LC 8) Max GravF=997(LC 2), J=989(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-605/127, C-D=-436/147 BOT CHORD J-K=-230/389, I-K=-230/389, I-L=-230/389, H-L=-230/389, H-M=-101/379, G-M=-101/379, G-N=-101/379, F-N=-101/379 WEBS B-H=-71/270, D-G=0/269, D-F=-853/227, B-J=-814/60 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) J except (jt=lb) F=255. 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 BOH - JAKE SOMMER Truss G09 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:58 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-GBzbXH4j_xbh?tdlEYmOdofULeI224SsraeEtzzPHJx Scale = 1:65.3 T1 T2 W2 B1 W1 W2 W3 W2 W3 W5 W4 B2 A B C D E J I H G FK L M N 1.5x4 4x6 1.5x4 3x6 3x6 3x10 3x4 1.5x4 3x10 3x6 8-1-5 8-1-5 13-8-11 5-7-5 19-4-0 5-7-5 4-0-11 4-0-11 8-1-5 4-0-11 13-8-11 5-7-5 19-4-0 5-7-5 6-1-211-6-08.00 12 Plate Offsets (X,Y)-- [C:0-4-4,0-2-4] 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 0.50 0.41 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.27 0.01 0.01 (loc) H-J H-J F G-H l/defl >999 >834 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 164 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. WEBS 1 Row at midpt E-F, C-H, D-F, B-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=933/Mechanical, J=933/Mechanical Max HorzJ=218(LC 8) Max UpliftF=-255(LC 5), J=-74(LC 8) Max GravF=997(LC 2), J=989(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-605/127, C-D=-436/147 BOT CHORD J-K=-230/389, I-K=-230/389, I-L=-230/389, H-L=-230/389, H-M=-101/379, G-M=-101/379, G-N=-101/379, F-N=-101/379 WEBS B-H=-71/270, D-G=0/269, D-F=-853/227, B-J=-814/60 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) J except (jt=lb) F=255. 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 BOH - JAKE SOMMER Truss H01G Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:14:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-lOXzld4LlEjYc1CxnFHdA0Bi62gdndA03ENoQPzPHJw Scale = 1:39.5 T1 T2 B1 W1 W2 W2 ST3 ST4 ST2ST1 ST3 ST4 ST2 ST1 B1 A B C D E F GIJH 4x4 3x4 5x8 3x4 0-11-8 0-11-8 9-0-0 8-0-8 17-0-8 8-0-8 18-0-0 0-11-8 -2-0-0 2-0-0 4-6-0 4-6-0 9-0-0 4-6-0 13-6-0 4-6-0 18-0-0 4-6-0 20-1-0 2-1-0 0-4-76-4-70-4-78.00 12 Plate Offsets (X,Y)-- [I: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 0.30 0.26 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 0.02 0.02 (loc) I-J H-I F I 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 Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-11-1 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 1-3-0 except (jt=length) J=0-3-8, H=0-3-8. (lb) - Max HorzB=-194(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except B=-291(LC 8), F=-302(LC 9) Max Grav All reactions 250 lb or less at joint(s) except B=932(LC 1), F=951(LC 1), J=310(LC 3), H=308(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1208/247, C-D=-868/208, D-E=-868/207, E-F=-1208/248 BOT CHORD B-J=-220/912, I-J=-220/912, H-I=-120/911, F-H=-120/911 WEBS D-I=-104/467, E-I=-354/221, C-I=-355/220 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 291 lb uplift at joint B and 302 lb uplift at joint F. 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 BOH - JAKE SOMMER Truss H02 Truss Type Common Qty 6 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-hmfkAJ6cHszFsLMKvgK5FRH2QsLHFXbIXYsvUIzPHJu Scale = 1:39.3 T1 T1 B1 W1 W2W2 B1 A B C D E F GH 4x4 4x4 5x8 1.5x4 1.5x4 4x4 9-0-0 9-0-0 18-0-0 9-0-0 -2-0-0 2-0-0 4-6-0 4-6-0 9-0-0 4-6-0 13-6-0 4-6-0 18-0-0 4-6-0 20-0-0 2-0-0 0-4-76-4-70-4-78.00 12 Plate Offsets (X,Y)-- [B:0-0-15,0-0-0], [F:0-0-15,0-0-0], [H: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 0.32 0.38 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.02 0.02 (loc) F-H F-H F H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 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 5-11-9 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=1055/0-3-0 (min. 0-1-8), F=1055/0-3-0 (min. 0-1-8) Max HorzB=193(LC 7) Max UpliftB=-218(LC 8), F=-218(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1209/214, C-D=-875/183, D-E=-875/183, E-F=-1209/215 BOT CHORD B-H=-187/911, F-H=-91/911 WEBS D-H=-73/478, E-H=-348/202, C-H=-348/202 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 218 lb uplift at joint B and 218 lb uplift at joint F. 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 BOH - JAKE SOMMER Truss HF1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-9zD6Nf7E2956TVxWTOrKoepG4Glg__KSlBcS0kzPHJt Scale = 1:61.6 T1 T2 T3 B1 B3 ST5 ST4 ST3 ST2 ST1 B2 ST6 ST7 ST8 ST9 A B C D E F G H I J K L W V U T S R Q P O N M 3x4 3x4 3x4 3x4 3x4 6x8 16-6-5 16-6-5 18-1-13 1-7-8 9-1-15 9-1-15 10-7-7 1-5-8 18-1-13 7-6-7 11-0-21-11-711-0-214.42 12 14.42 12 Plate Offsets (X,Y)-- [F:0-2-11,Edge], [G:0-1-5,Edge], [L:Edge,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 0.07 0.05 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - L 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 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-R, H-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 18-1-13. (lb) - Max HorzA=287(LC 5) Max Uplift All uplift 100 lb or less at joint(s) R, Q except A=-211(LC 6), L=-290(LC 7), N=-296(LC 9), S=-184(LC 8), T=-163(LC 8), V=-171(LC 8), W=-138(LC 8), P=-191(LC 9), O=-171(LC 9), M=-122(LC 9) Max Grav All reactions 250 lb or less at joint(s) N, R, S, T, V, W, Q, P, O, M except A=381(LC 8), L=549(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-491/281, B-C=-376/238, K-L=-351/200 BOT CHORD M-N=-211/386, L-M=-204/368 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) R, Q except (jt=lb) A=211, L=290, N=296, S=184, T=163, V=171, W=138, P=191, O=171, M=122. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) L, M. 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 BOH - JAKE SOMMER Truss HF2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-5LKsoL8UZnLqjo5vaotot3vdl3RYSvUlDV5Z5dzPHJr Scale = 1:60.0 T1 T2 T3 B1 B2 ST2 ST2 ST1 ST2 ST3 A B C D E F G H I N M L K J 3x4 3x4 3x4 3x4 6x8 3-10-5 3-10-5 11-9-13 7-11-8 9-1-15 9-1-15 10-7-7 1-5-8 11-9-13 1-2-7 11-0-29-6-1211-0-214.42 12 14.42 12 Plate Offsets (X,Y)-- [F:0-1-5,Edge], [H:0-1-5,Edge], [I:Edge,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 0.05 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 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 11-9-13. (lb) - Max HorzA=407(LC 8) Max Uplift All uplift 100 lb or less at joint(s) M, J except A=-143(LC 6), I=-146(LC 8), L=-175(LC 8), N=-165(LC 8), K=-136(LC 8) Max Grav All reactions 250 lb or less at joint(s) I, L, M, N, K, J except A=373(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-499/226, B-C=-358/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) M, J except (jt=lb) A=143, I=146, L=175, N=165, K=136. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, L, 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 BOH - JAKE SOMMER Truss HF3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-ZXuF?g96K4ThKyf58WO1QHRoPTntBM4uS9q6d3zPHJq Scale = 1:58.5 T1 T2 W1 B1 ST5ST5ST5ST5ST5 ST4 ST3 ST2 ST1 T3 B3B2 ST5 ST5 ST5 ST5 ST5 ST5 ST5 ST5 A B C D E F G H I J K L M N O P Q R S T AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U 3x4 3x4 5x6 5x6 5x6 34-3-11 34-3-11 8-0-11 8-0-11 34-3-11 26-3-0 9-8-314.42 12 Plate Offsets (X,Y)-- [F:0-1-5,Edge], [M:0-3-0,0-3-0], [AA:0-3-0,0-3-0], [AE: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 0.01 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - U l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 295 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. WEBS 1 Row at midpt T-U, K-AD, J-AE, I-AF, H-AG, G-AH, E-AI, L-AC, M-AB, N-AA, O-Z, P-Y, Q-X, R-W, S-V MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-3-11. (lb) - Max HorzA=383(LC 8) Max Uplift All uplift 100 lb or less at joint(s) U, AD, AE, AF, AG, AH, AC, AB, AA, Z, Y, X, W, V except A=-176(LC 6), AI=-147(LC 8), AJ=-169(LC 8), AK=-170(LC 8), AL=-139(LC 8) Max Grav All reactions 250 lb or less at joint(s) U, AD, AE, AF, AG, AH, AI, AJ, AK, AL, AC, AB, AA, Z, Y, X, W, V except A=450(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-583/240, B-C=-468/195, C-D=-310/141 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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) U, AD, AE, AF, AG, AH, AC, AB, AA, Z, Y, X, W, V except (jt=lb) A=176, AI=147, AJ=169, AK=170, AL=139. 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 BOH - JAKE SOMMER Truss HF4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:07 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-Ww0?QMBNsijPaGpUFxRVViX7lHSTfFpBvTJDiyzPHJo Scale = 1:50.2 T1 T2 T1 B1 ST4ST4ST3 ST2 ST1 B2 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M W V UT S R Q P O N 3x4 3x4 3x4 3x4 3x4 21-4-5 21-4-5 7-4-3 7-4-3 14-0-3 6-8-0 21-4-5 7-4-3 8-9-158-9-1514.42 12 Plate Offsets (X,Y)-- [E:0-1-5,Edge], [I:0-1-5,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 0.07 0.07 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 143 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. WEBS 1 Row at midpt G-R, F-S, H-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 21-4-5. (lb) - Max HorzA=-235(LC 4) Max Uplift All uplift 100 lb or less at joint(s) M, R, S, T, Q, P except A=-115(LC 6), V=-172(LC 8), W=-207(LC 8), O=-175(LC 9), N=-207(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, M, R, S, T, V, Q, P, O except W=279(LC 15), N=279(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-337/213, L-M=-308/168 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) M, R, S, T, Q, P except (jt=lb) A=115, V=172, W=207, O=175, N=207. 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 BOH - JAKE SOMMER Truss HF5 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:09 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-SJ8lr2CdOJ_7pZzsNMTza6cQR47H781UMnoKmqzPHJm Scale = 1:108.7 W1 T2 T3 T4 B1 B3 ST3 ST3 ST3 ST2 ST1 ST3 ST4 ST5 ST6 T1 B2 A B C D E F G H I J K L M X W VU T S R Q P O N 2x4 4x6 3x10 3x4 3x4 5x6 5x6 4-5-11 4-5-11 19-10-3 15-4-8 12-3-8 12-3-8 18-11-8 6-8-0 19-10-3 0-10-11 4-9-519-6-99-3-119-6-914.42 12 14.42 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [H:0-3-2,0-1-10], [L:0-6-6,0-1-2], [M:Edge,0-1-8], [Q: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 0.31 0.11 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.05 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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 6-0-0 oc bracing. WEBS 1 Row at midpt F-R, E-S, D-T, C-V, G-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 19-10-3. (lb) - Max HorzX=578(LC 8) Max Uplift All uplift 100 lb or less at joint(s) P except M=-1074(LC 8), U=-259(LC 6), R=-228(LC 8), S=-163(LC 8), T=-202(LC 8), V=-124(LC 8), W=-240(LC 8), Q=-151(LC 6), O=-171(LC 8), N=-184(LC 6) Max Grav All reactions 250 lb or less at joint(s) X, R, S, T, V, W, O except M=440(LC 6), U=687(LC 8), Q=489(LC 8), P=259(LC 17), N=474(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-149/338, D-E=-206/496, E-F=-266/646, F-G=-349/847, G-H=-181/467, H-I=-234/586, I-J=-234/586, J-K=-234/586, K-L=-234/586, L-M=-247/618 BOT CHORD W-X=-561/218, V-W=-561/218, U-V=-561/218, T-U=-902/359, S-T=-881/350, R-S=-880/350, Q-R=-881/350, P-Q=-888/352, O-P=-892/354, N-O=-879/347, M-N=-935/367 WEBS G-Q=-467/177, K-N=-384/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Bearing at joint(s) M, P, O, N considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P except (jt=lb) M=1074, U=259, R=228, S=163, T=202, V=124, W=240, Q=151, O=171, N=184. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) M, R, S, T, Q, P, O, N. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss HF6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:11 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-OhFWGkEtwwEr2t7FUnVRfXhiDuqma3Gnq5HQrjzPHJk Scale = 1:59.7 W2 T1 W1 T2 B1 B2 ST3 ST2 ST1 ST4 ST5 AB C D E F G H I QP O N M L K J 3x4 3x4 3x4 0-4-8 0-4-8 2-8-3 2-3-11 11-10-5 9-2-3 0-4-8 0-4-8 11-10-5 11-5-13 7-0-511-0-611-0-614.42 12 Plate Offsets (X,Y)-- [I:0-0-11,0-1-8] 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 0.55 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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, Except: 6-0-0 oc bracing: I-J. WEBS 1 Row at midpt E-M, D-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-10-5. (lb) - Max HorzQ=163(LC 8) Max Uplift All uplift 100 lb or less at joint(s) L, M, O, K, J except Q=-148(LC 6), P=-287(LC 8), I=-178(LC 8), N=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) Q, P, I, N, L, M, O, 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) L, M, O, K, J except (jt=lb) Q=148, P=287, I=178, N=110. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, L, M, 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 BOH - JAKE SOMMER Truss HF7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:12 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-supuT4EVhEMig1iR2U0gClEszIA?JWWw3l1_N9zPHJj Scale = 1:59.7 W2 T1 W1 T2 B1 B2 ST3 ST2 ST1 ST4 ST5 AB C D E F G H I QP O N M L K J 3x4 3x4 3x4 0-4-8 0-4-8 2-8-3 2-3-11 11-10-5 9-2-3 0-4-8 0-4-8 11-10-5 11-5-13 7-0-511-0-611-0-614.42 12 Plate Offsets (X,Y)-- [I:0-0-11,0-1-8] 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 0.55 0.05 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.01 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 105 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, Except: 6-0-0 oc bracing: I-J. WEBS 1 Row at midpt E-M, D-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-10-5. (lb) - Max HorzQ=163(LC 8) Max Uplift All uplift 100 lb or less at joint(s) L, M, O, K, J except Q=-148(LC 6), P=-287(LC 8), I=-178(LC 8), N=-110(LC 6) Max Grav All reactions 250 lb or less at joint(s) Q, P, I, N, L, M, O, 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) L, M, O, K, J except (jt=lb) Q=148, P=287, I=178, N=110. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) I, L, M, 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 BOH - JAKE SOMMER Truss HF8 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:14 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-oGxeulGmDrcPwLrqAv38HAJK45rJnQJDW3W5S2zPHJh Scale = 1:54.9 T1 T2 T1 B1 ST4ST4ST4ST4 ST3 ST2 ST1 B2 ST4 ST4 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M N O P Q AE AD AC AB AA Z Y X W V U T S R 3x4 3x4 3x4 3x4 3x4 28-9-5 28-9-5 8-0-3 8-0-3 20-9-3 12-9-0 28-9-5 8-0-3 9-7-99-7-914.42 12 Plate Offsets (X,Y)-- [E:0-1-5,Edge], [M:0-1-5,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 0.06 0.06 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - Q l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 213 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. WEBS 1 Row at midpt I-X, H-Z, G-AA, F-AB, J-W, K-V, L-U MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 28-9-5. (lb) - Max HorzA=-257(LC 4) Max Uplift All uplift 100 lb or less at joint(s) Q, X, Z, AA, AB, W, V except A=-140(LC 6), AC=-149(LC 8), AD=-167(LC 8), AE=-191(LC 8), T=-143(LC 9), S=-169(LC 9), R=-190(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, Q, X, Z, AA, AB, AC, AD, W, V, U, T, S except AE=256(LC 15), R=255(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-344/237, P-Q=-298/165 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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) Q, X, Z, AA, AB, W, V except (jt=lb) A=140, AC=149, AD=167, AE=191, T=143, S=169, R=190. 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 BOH - JAKE SOMMER Truss HF9 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:15 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-HTV165HO_9kGXUQ0jcaNqNsVwVBsWudMljFe_UzPHJg Scale: 1/4"=1' W1 T1 T2 B1 ST2 ST1 ST3 A B C D E F J I H G 3x4 2x4 6-10-11 6-10-11 0-4-0 0-4-0 6-10-11 6-6-11 7-5-127-10-914.42 12 Plate Offsets (X,Y)-- [B:Edge,0-3-1] 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 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - F l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 48 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 6-10-11. (lb) - Max HorzJ=-302(LC 9) Max Uplift All uplift 100 lb or less at joint(s) J except F=-128(LC 7), H=-177(LC 9), I=-137(LC 9), G=-144(LC 9) Max Grav All reactions 250 lb or less at joint(s) J, H, I, G except F=334(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD D-E=-318/153, E-F=-447/195 BOT CHORD I-J=-126/302, H-I=-126/302, G-H=-126/302, F-G=-126/302 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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) J except (jt=lb) F=128, H=177, I=137, G=144. 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 BOH - JAKE SOMMER Truss HF10 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:16 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-lf3PJRI0lTs79e?DHK5cMbOf?vXDFL1WzN?BWwzPHJf Scale = 1:44.5 T1 W1 B1 ST1 ST2 A B C D G F E 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-11-11 5-11-11 7-2-214.42 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 0.10 0.03 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 40 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 5-11-11 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 5-11-11. (lb) - Max HorzA=270(LC 8) Max Uplift All uplift 100 lb or less at joint(s) A, E except G=-239(LC 8), F=-104(LC 8) Max Grav All reactions 250 lb or less at joint(s) A, E, F except G=318(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-345/183 WEBS B-G=-278/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) G=239, F=104. 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 BOH - JAKE SOMMER Truss J01 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:17 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-DrdnWnIeVm__noaPr1crvoxnkJtl_prfC1kl2MzPHJe Scale = 1:13.5 T1 B1 A B C D2x4 1-5-3 1-5-3 -2-0-0 2-0-0 1-5-3 1-5-3 0-4-71-3-150-10-111-3-158.00 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 0.29 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 1-5-3 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) C=-81/Mechanical, B=384/0-5-8 (min. 0-1-8), D=10/Mechanical Max HorzB=87(LC 8) Max UpliftC=-81(LC 1), B=-125(LC 8) Max GravC=36(LC 12), B=384(LC 1), D=23(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) C except (jt=lb) B=125. 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 BOH - JAKE SOMMER Truss J02 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:18 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-h2A9k7JGG46rOy9bPl74R0UxeiDCjG5pRhUIbpzPHJd Scale = 1:20.0 T1 B1 A B C D2x4 3-5-3 3-5-3 -2-0-0 2-0-0 3-5-3 3-5-3 0-4-72-7-152-2-112-7-158.00 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 0.35 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-5-3 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) C=61/Mechanical, B=419/0-5-8 (min. 0-1-8), D=22/Mechanical Max HorzB=140(LC 8) Max UpliftC=-53(LC 8), B=-97(LC 8) Max GravC=67(LC 15), B=419(LC 1), D=53(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) C, B. 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 BOH - JAKE SOMMER Truss J03 Truss Type Jack-Open Qty 34 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:19 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-9EkXxTKu1OEi06knySeJ_D06O6XfSjLygLDs7FzPHJc Scale = 1:26.5 T1 B1 A B C D2x4 5-5-8 5-5-8 -2-0-0 2-0-0 5-5-8 5-5-8 0-4-74-0-23-6-154-0-28.00 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 0.35 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >975 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 BRACING- TOP CHORD Sheathed or 5-5-8 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) C=174/Mechanical, B=491/0-5-8 (min. 0-1-8), D=36/Mechanical Max HorzB=196(LC 8) Max UpliftC=-117(LC 8), B=-90(LC 8) Max GravC=176(LC 15), B=491(LC 1), D=88(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) B except (jt=lb) C=117. 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 BOH - JAKE SOMMER Truss J04 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:20 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-dQIw9pLXohMZeGJ_W9AYWRZI_WvPBAb5u?zPfhzPHJb Scale = 1:14.0 T1 B1 A B C D2x4 1-7-3 1-7-3 -2-0-0 2-0-0 1-7-3 1-7-3 0-4-71-5-41-0-11-5-48.00 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 0.29 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 1-7-3 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) C=-59/Mechanical, B=377/0-5-8 (min. 0-1-8), D=11/Mechanical Max HorzB=92(LC 8) Max UpliftC=-59(LC 1), B=-118(LC 8) Max GravC=28(LC 12), B=377(LC 1), D=26(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) C except (jt=lb) B=118. 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 BOH - JAKE SOMMER Truss J05 Truss Type Jack-Open Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:21 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-5csIM9L9Z?UQFPuA4thn3e6SuwDowdqF7fiyB8zPHJa Scale = 1:20.6 T1 B1 A B C D2x4 3-7-3 3-7-3 -2-0-0 2-0-0 3-7-3 3-7-3 0-4-72-9-42-4-12-9-48.00 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 0.35 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 14 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-7-3 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) C=71/Mechanical, B=424/0-5-8 (min. 0-1-8), D=23/Mechanical Max HorzB=145(LC 8) Max UpliftC=-59(LC 8), B=-96(LC 8) Max GravC=77(LC 15), B=424(LC 1), D=56(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) C, B. 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 BOH - JAKE SOMMER Truss J06 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-ZpQgaUMnKJcHtZTMeaC0csedeKY9f34OMJSWkazPHJZ Scale = 1:27.0 T1 B1 A B C D2x4 5-7-8 5-7-8 -2-0-0 2-0-0 5-7-8 5-7-8 0-4-74-1-78.00 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 0.35 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >887 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 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 BRACING- TOP CHORD Sheathed or 5-7-8 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) C=182/Mechanical, B=497/0-5-8 (min. 0-1-8), D=37/Mechanical Max HorzB=200(LC 8) Max UpliftC=-121(LC 8), B=-90(LC 8) Max GravC=184(LC 15), B=497(LC 1), D=91(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) B except (jt=lb) C=121. 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 BOH - JAKE SOMMER Truss J07GD Truss Type Jack-Closed Girder Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:23 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-2?_2nqNP5ck8Vj2ZBIjF83BsPjsuOP5YbzB3G0zPHJY Scale: 1/2"=1' T1 W1 B1 W3 W2 A B C E D F G 4x4 1.5x4 4x4 3x6 3x10 2-9-12 2-9-12 5-7-8 2-9-12 2-9-12 2-9-12 5-7-8 2-9-12 0-4-74-1-78.00 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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.28 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) E A-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=986/0-5-8 (min. 0-1-8), D=899/Mechanical Max HorzA=148(LC 25) Max UpliftA=-157(LC 8), D=-242(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1184/161 BOT CHORD A-F=-243/933, E-F=-243/933, E-G=-243/933, D-G=-243/933 WEBS B-E=-180/1049, B-D=-1134/296 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) except (jt=lb) A=157, D=242. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 685 lb down and 142 lb up at 1-8-4, and 685 lb down and 142 lb up at 3-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, A-D=-14 Concentrated Loads (lb) Vert: F=-685(F) G=-685(F) Job BOH - JAKE SOMMER Truss J08 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-WBYQ?AO1swt?6tcll?EUhHk_37GJ7zahpdxcoSzPHJX Scale = 1:14.3 T1 B1 A B C D2x4 1-8-3 1-8-3 -2-0-0 2-0-0 1-8-3 1-8-3 0-4-71-5-151-0-111-5-158.00 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 0.29 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 BRACING- TOP CHORD Sheathed or 1-8-3 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) C=-44/Mechanical, B=371/0-3-0 (min. 0-1-8), D=12/Mechanical Max HorzB=94(LC 8) Max UpliftC=-44(LC 1), B=-114(LC 8) Max GravC=23(LC 12), B=371(LC 1), D=28(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) C except (jt=lb) B=114. 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 BOH - JAKE SOMMER Truss J09 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-_O5oCWOfdE?sk1BxJjljDUG9MXbbsQqq2GgAKvzPHJW Scale = 1:20.9 T1 B1 A B C D2x4 3-8-8 3-8-8 -2-0-0 2-0-0 3-8-8 3-8-8 0-4-72-10-22-4-152-10-28.00 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 0.32 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-8 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) C=90/Mechanical, B=416/0-3-0 (min. 0-1-8), D=25/Mechanical Max HorzB=148(LC 8) Max UpliftC=-66(LC 8), B=-92(LC 8) Max GravC=94(LC 15), B=416(LC 1), D=60(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) C, B. 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 BOH - JAKE SOMMER Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-SafBPsPHOX7iMBm8tQGymipLlxxqbt4_HwQjtLzPHJV Scale = 1:16.8 T1 B1 A B C2x4 3-8-8 3-8-8 3-8-8 3-8-8 0-4-72-10-22-4-152-10-28.00 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 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) A-C A-C B A l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-8 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=173/0-3-0 (min. 0-1-8), B=148/Mechanical, C=25/Mechanical Max HorzA=101(LC 8) Max UpliftA=-7(LC 8), B=-93(LC 8) Max GravA=173(LC 1), B=148(LC 1), C=60(LC 3) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) A, B. 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 BOH - JAKE SOMMER Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-wmDZdCQw9rFZzLLKQ8oBJvMZ0LH_KKe7Va9HPnzPHJU Scale = 1:16.8 T1 W1 B1 ST1 A B C E D 2x4 1.5x4 1.5x4 1.5x4 1.5x4 3-8-8 3-8-8 0-4-72-10-28.00 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 0.05 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 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 3-8-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=70/3-8-8 (min. 0-1-8), D=62/3-8-8 (min. 0-1-8), E=217/3-8-8 (min. 0-1-8) Max HorzA=99(LC 8) Max UpliftD=-27(LC 8), E=-96(LC 8) Max GravA=71(LC 17), D=62(LC 1), E=217(LC 1) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) D, E. 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 BOH - JAKE SOMMER Truss K01G Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-OznxqYRYw9NQbUwW_rJQr7ufAkcC3naHkEvqxEzPHJT Scale = 1:33.2 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H IN M L K J 4x4 3x4 3x4 14-6-0 14-6-0 -2-0-0 2-0-0 7-3-0 7-3-0 14-6-0 7-3-0 16-6-0 2-0-0 0-4-75-2-70-4-78.00 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 0.28 0.08 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 71 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 14-6-0. (lb) - Max HorzB=162(LC 7) 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) L, M, N, K, J except B=393(LC 1), H=393(LC 1) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, H. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss K02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-KLvhFDSoRmd8qo4v5GLuwY_voYCgXgGaCYOx06zPHJR Scale = 1:32.8 T1 T2 B1 W1 A B C D E 4x6 4x6 4x6 1.5x4 7-3-0 7-3-0 14-6-0 7-3-0 -2-0-0 2-0-0 7-3-0 7-3-0 14-6-0 7-3-0 0-4-75-2-70-4-78.00 12 Plate Offsets (X,Y)-- [B:Edge,0-0-4], [D:0-0-0,0-0-4] 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 0.65 0.47 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.17 0.01 0.09 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 53 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=672/0-5-8 (min. 0-1-8), B=898/0-5-8 (min. 0-1-8) Max HorzB=151(LC 5) Max UpliftD=-120(LC 9), B=-191(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-845/158, C-D=-837/146 BOT CHORD B-E=-50/548, D-E=-50/548 WEBS C-E=0/285 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=120, B=191. 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 BOH - JAKE SOMMER Truss K03 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-pYT4TZTQC4l?Syf5fzs7TlW2jyXoG7RjQC7UYZzPHJQ Scale = 1:32.8 T1 T2 B1 W1 A B C D E 4x6 3x10 4x4 1.5x4 7-3-0 7-3-0 14-10-8 7-7-8 -2-0-0 2-0-0 7-3-0 7-3-0 14-10-8 7-7-8 0-4-75-2-70-1-78.00 12 Plate Offsets (X,Y)-- [B:0-0-15,Edge], [D:0-3-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.54 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.22 0.01 0.11 (loc) D-E D-E D D-E l/defl >999 >781 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 54 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 4-1-14 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) D=699/Mechanical, B=924/0-5-8 (min. 0-1-8) Max HorzB=151(LC 5) Max UpliftD=-128(LC 9), B=-194(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-898/168, C-D=-880/149 BOT CHORD B-E=-54/593, D-E=-54/593 WEBS C-E=0/296 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) 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) D=128, B=194. 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 BOH - JAKE SOMMER Truss M01GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-Hk1SgvU2zNts46EHDhNM0z3NoM?T?YQsfst24?zPHJP Scale = 1:22.9 T1 T2 W1 B1 W1 W2 W1 W2 A B C D E H G F I J K L M 4x8 2x4 3x4 2x4 1.5x4 3x10 5x6 3-8-8 3-8-8 7-10-8 4-2-0 12-0-8 4-2-0 -2-0-0 2-0-0 3-8-8 3-8-8 7-10-8 4-2-0 12-0-8 4-2-0 0-4-72-10-28.00 12 Plate Offsets (X,Y)-- [C:0-6-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.06 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) G G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 2x6 DF 1800F 1.6E or 2x6 DF SS 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. REACTIONS.(lb/size) F=735/0-5-8 (min. 0-1-8), B=915/0-3-0 (min. 0-1-8) Max HorzB=150(LC 8) Max UpliftF=-282(LC 5), B=-293(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-988/345, C-I=-811/315, D-I=-810/315, D-J=-811/316, E-J=-811/316, E-F=-649/263 BOT CHORD B-H=-305/736, H-K=-308/746, G-K=-308/746 WEBS D-G=-438/248, E-G=-353/911 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 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) F=282, B=293. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 88 lb down and 66 lb up at 3-8-8, 96 lb down and 63 lb up at 5-9-4, and 96 lb down and 63 lb up at 7-9-4, and 96 lb down and 95 lb up at 9-9-4 on top chord, and 147 lb down and 105 lb up at 3-8-8, 26 lb down at 5-9-4, 26 lb down at 7-9-4, and 26 lb down at 9-9-4, and 50 lb down and 37 lb up at 11-2-12 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-C=-84, C-E=-84, B-F=-14 Continued on page 2 Job BOH - JAKE SOMMER Truss M01GD Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:32 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-Hk1SgvU2zNts46EHDhNM0z3NoM?T?YQsfst24?zPHJP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: C=-6(B) H=-147(B) D=-6(B) G=-11(B) I=-6(B) J=-64(B) K=-11(B) L=-11(B) M=-50 Job BOH - JAKE SOMMER Truss N01 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:33 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-lwaqtFVgkh?jhGoUnOvbYAbT0lH5k2p0uWcbdRzPHJO Scale = 1:29.9 T1 W1 B1 A B C D 1.5x4 1.5x4 2x4 6-1-8 6-1-8 -2-0-0 2-0-0 6-1-8 6-1-8 0-4-74-5-78.00 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 0.46 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.00 0.00 (loc) B-D B-D B l/defl >999 >670 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 27 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=252/0-5-8 (min. 0-1-8), B=507/0-3-0 (min. 0-1-8) Max HorzB=211(LC 8) Max UpliftD=-111(LC 8), B=-88(LC 8) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) D=111. 5) 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 BOH - JAKE SOMMER Truss P01 Truss Type Roof Special Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-hJiaIxWxGIFRxZysupx3dbhtkZ?XCyUJLq5ihKzPHJM Scale = 1:25.5 T1 T2 T1 B1 ST1 A B C D E F G H 3x4 3x4 3x4 3x4 1.5x4 1.5x4 15-0-6 15-0-6 2-0-3 2-0-3 13-0-3 11-0-0 15-0-6 2-0-3 0-4-71-2-51-4-20-1-80-4-70-1-81-0-138.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge], [E:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.10 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 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. REACTIONS.(lb/size) B=373/13-6-8 (min. 0-1-8), F=373/13-6-8 (min. 0-1-8), H=662/13-6-8 (min. 0-1-8) Max HorzB=29(LC 7) Max UpliftB=-66(LC 5), F=-66(LC 4), H=-153(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-546/135, C-D=-464/113, D-E=-464/113, E-F=-546/134 BOT CHORD B-H=-111/462, F-H=-111/462 WEBS D-H=-553/212 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 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, F except (jt=lb) H=153. 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. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss P02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-9VGzWHXZ1cNIYjX3SXSIApD?dzLNxO0SaUrFDmzPHJL Scale = 1:19.9 T1 T2 W1 B1 ST1 A B C D E G F 3x4 3x4 1.5x4 3x4 1.5x4 1.5x4 11-2-11 11-2-11 4-0-3 4-0-3 11-0-3 7-0-0 11-2-11 0-2-8 0-4-72-6-52-8-20-1-82-4-130-1-88.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.13 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: 35 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.(lb/size) F=235/10-5-12 (min. 0-1-8), B=244/10-5-12 (min. 0-1-8), G=575/10-5-12 (min. 0-1-8) Max HorzB=96(LC 8) Max UpliftF=-65(LC 4), B=-40(LC 8), G=-129(LC 5) Max GravF=246(LC 22), B=244(LC 1), G=575(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-G=-477/175 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 except (jt=lb) G=129. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss P03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-diqLjdYBowV9At6F0EzXj0m94NhdgrNcp8apmCzPHJK Scale = 1:19.7 T1 T2 W1 B1 ST1 A B C D E G F 3x4 3x4 1.5x4 3x4 1.5x4 1.5x4 11-2-11 11-2-11 3-0-3 3-0-3 11-2-11 8-2-8 0-4-71-10-52-0-20-1-81-8-130-1-88.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.13 0.09 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: 33 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.(lb/size) F=243/10-5-12 (min. 0-1-8), B=253/10-5-12 (min. 0-1-8), G=557/10-5-12 (min. 0-1-8) Max HorzB=69(LC 8) Max UpliftF=-61(LC 4), B=-50(LC 8), G=-130(LC 5) Max GravF=243(LC 22), B=253(LC 1), G=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-G=-465/177 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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 except (jt=lb) G=130. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss P04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-5uOjxzZpZDd?o1hRZxUmFEJIkm0jPIdl1oKMIfzPHJJ Scale = 1:19.7 T1 T2 T3 W1 B1 ST1 A B C D E F H G 3x4 3x4 4x4 1.5x4 3x4 1.5x4 1.5x4 11-2-11 11-2-11 1-11-11 1-11-11 10-6-11 8-7-0 11-2-11 0-8-0 0-4-71-2-01-9-20-1-81-7-100-1-81-0-88.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge], [E:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.13 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A G l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 32 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.(lb/size) G=200/10-5-12 (min. 0-1-8), B=281/10-5-12 (min. 0-1-8), H=572/10-5-12 (min. 0-1-8) Max HorzB=59(LC 8) Max UpliftG=-51(LC 8), B=-69(LC 8), H=-141(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D-H=-474/182 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 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) G, B except (jt=lb) H=141. 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. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss P05 Truss Type Roof Special Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-a4y58IZRKXlsPBGd7f??oRrZ1ANV8mPuGS3vq5zPHJI Scale = 1:26.4 T1 T2 T3 T4 T5 W1 B1 ST1 ST2 A B C D E F G H K J I 3x4 4x6 4x6 2x4 2x4 3x4 1.5x4 1.5x4 1.5x4 6x8 14-10-3 14-10-3 2-7-11 2-7-11 11-4-11 8-9-0 12-3-11 0-11-0 13-6-11 1-3-0 14-10-3 1-3-8 0-4-71-7-52-2-102-4-70-1-81-4-100-1-82-1-28.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge], [E:0-2-11,Edge], [F:0-3-5,Edge], [G:0-5-5,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 0.24 0.10 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) A A I l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 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 *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. REACTIONS.All bearings 14-1-4. (lb) - Max HorzB=68(LC 8) Max Uplift All uplift 100 lb or less at joint(s) I, B, J except K=-186(LC 8) Max Grav All reactions 250 lb or less at joint(s) I, J except B=327(LC 1), K=728(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-267/65 WEBS D-K=-597/229 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 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) I, B, J except (jt=lb) K=186. 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. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss P06 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:40 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-2GWTLea35ruj1KrqhMXEKfOnuaj1tCX2V6pTMXzPHJH Scale = 1:10.8 T1 W1 B1A B C D 1.5x4 1.5x4 2x4 2-7-11 2-7-11 2-7-11 2-7-11 0-4-71-9-20-1-81-7-100-1-88.00 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 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-11 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=80/1-10-12 (min. 0-1-8), B=132/1-10-12 (min. 0-1-8) Max HorzB=59(LC 8) Max UpliftD=-36(LC 8), B=-19(LC 8) 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 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. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BOH - JAKE SOMMER Truss R01GD Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:43 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-SrBc_gcyOmGIuoZPMV4xyH04_ndp4NUUB417zszPHJE Scale = 1:68.2 T1 T2 W2 B1 W2 W3 W2 W3 W2 W5 W4 W1 B6 B8B7B4B5B5B4B2 B3 A B C D E R O L I H G FJ K M N PS Q T U V W X Y Z AA AB AC AD AE AF AG AHAI AJ AKALAM ANAO 6x8 1.5x4 10x12 MT20HS7x10 12x12 7x10 1.5x4 3x10 5x8 7x10 3x4 5x6 5x8 5x6 5x8 5x6 5x6 3x6 5x8 3-1-13 3-1-13 8-2-15 5-1-2 13-2-6 4-11-6 18-0-0 4-9-10 3-1-13 3-1-13 8-2-15 5-1-2 13-2-6 4-11-6 18-0-0 4-9-10 9-4-1311-6-02-0-08.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-1-9], [L:0-5-0,0-4-8], [O:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.52 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.05 (loc) H-I H-I H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 470 lb FT = 20% GRIP 220/195 165/146 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* W5,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E W4: 2x6 DF 1800F 1.6E or 2x6 DF SS 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. WEBS 1 Row at midpt E-H, B-O, D-G, A-R JOINTS 1 Brace at Jt(s): G, J, K, N, Q REACTIONS.(lb/size) H=5618/Mechanical, R=6415/Mechanical Max HorzR=80(LC 8) Max UpliftH=-1532(LC 5), R=-1676(LC 5) Max GravH=5961(LC 2), R=6737(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-T=-2201/570, B-T=-1624/453, B-U=-2484/673, C-U=-2482/672, C-D=-2482/673, F-H=-527/161, R-S=-6375/1607, A-S=-6123/1565 BOT CHORD O-W=-503/1831, W-X=-503/1831, X-Y=-503/1831, L-Y=-503/1831, L-Z=-588/2307, Z-AA=-588/2307, AA-AB=-588/2307, I-AB=-588/2307, I-AC=-580/2283, AC-AD=-580/2283, AD-AE=-580/2283, H-AE=-580/2283, F-G=-296/73, J-AF=-332/65, AF-AG=-332/65, AG-AH=-332/65, G-AH=-332/65, K-AI=-355/73, AI-AJ=-355/73, AJ-AK=-355/73, J-AK=-355/73, P-AM=-274/59, AM-AN=-274/59, N-AN=-274/59 WEBS O-P=-2078/491, B-P=-2560/688, B-N=-584/2214, L-N=-524/1862, C-M=-552/206, K-L=-310/788, D-K=-388/1310, I-J=-788/3163, D-J=-720/3156, D-G=-5046/1332, G-H=-4864/1241, A-Q=-1258/4797, O-Q=-1148/4403 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 0-3-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=1532, R=1676. Continued on page 2 Job BOH - JAKE SOMMER Truss R01GD Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Mon Apr 19 15:15:43 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:MdswrBQbWAlpQyQTof2ldAzQHPK-SrBc_gcyOmGIuoZPMV4xyH04_ndp4NUUB417zszPHJE NOTES- 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. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 931 lb down and 264 lb up at 1-9-12, and 932 lb down and 286 lb up at 3-9-12 on top chord, and 946 lb down and 271 lb up at 1-9-12, 919 lb down and 318 lb up at 3-9-12, 919 lb down and 299 lb up at 5-9-12, 959 lb down and 298 lb up at 7-9-12, 954 lb down and 298 lb up at 9-9-12, 922 lb down and 270 lb up at 11-9-12, 965 lb down and 269 lb up at 13-9-12, and 968 lb down and 269 lb up at 14-11-12, and 968 lb down and 269 lb up at 16-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-E=-84, H-R=-14, F-AH=-14, AH-AK=-14, AK-AL=-14, AL-AN=-14, Q-AN=-14, Q-S=-14 Concentrated Loads (lb) Vert: T=-894(F) U=-894(F) V=-919(B) W=-919(B) X=-919(B) Y=-919(B) Z=-919(B) AB=-919(B) AC=-919(B) AD=-919(B) AE=-919(B)