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HomeMy WebLinkAboutTRUSS LAYOUT - 22-00063 - 744 Hillside Dr - New SFRJob BRETT JENSEN - HEGSTED Truss A01 Truss Type Hip Girder Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:44:56 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-sEvuawLcMK6JDTIAHZ60uTa5At8x2R9LmFHYvnzQzsr Scale = 1:73.8 T2 T3 T2 B1 W9 W8 W7 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 W7 W8 W9 HW1 HW1 T1 T1 B1B2B2 A B C D E F G H I J K T S R Q P O N M L U V W X Y Z AA AB 6x8 6x8 12x12 7x10 4x6 2x4 4x4 7x10 4x8 5x6 7x10 2x4 5x6 4x8 7x10 7x10 4x4 4x6 2x4 12x12 4-1-11 4-1-11 8-3-6 4-1-11 12-5-1 4-1-11 16-6-12 4-1-11 21-0-0 4-5-4 25-5-4 4-5-4 29-6-15 4-1-11 33-8-10 4-1-11 37-10-5 4-1-11 42-0-0 4-1-11 4-1-11 4-1-11 8-3-6 4-1-11 12-5-1 4-1-11 16-6-12 4-1-11 21-0-0 4-5-4 25-5-4 4-5-4 29-6-15 4-1-11 33-8-10 4-1-11 37-10-5 4-1-11 42-0-0 4-1-11 1-0-011-10-912-0-81-0-011-10-98.00 12 Plate Offsets (X,Y)-- [A:Edge,0-5-8], [C:0-5-0,0-4-8], [I:0-5-0,0-4-8], [K:Edge,0-5-8], [N:0-5-0,0-4-8], [P:0-5-0,0-4-8], [R:0-5-0,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.79 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.09 0.09 (loc) Q-R Q-R K Q-R l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 762 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS 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* W9,W8,W7,W6: 2x4 DF Stud/Std WEDGE Left: 2x10 DF 1950F 1.7E or SS , Right: 2x10 DF 1950F 1.7E or SS BRACING- TOP CHORD Sheathed or 5-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=6523/0-5-8 (min. 0-3-8), K=3317/0-5-8 (min. 0-1-12) Max HorzA=300(LC 24) Max UpliftA=-1105(LC 8), K=-552(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-9457/1592, B-C=-8324/1444, C-D=-7242/1295, D-E=-5563/1052, E-F=-4152/800, F-G=-4152/800, G-H=-4366/839, H-I=-4626/840, I-J=-4800/832, J-K=-4945/815 BOT CHORD A-U=-1356/7220, T-U=-1356/7220, T-V=-1356/7220, V-W=-1356/7220, S-W=-1356/7220, S-X=-1207/6866, X-Y=-1207/6866, R-Y=-1207/6866, R-Z=-971/5941, Q-Z=-971/5941, Q-AA=-697/4563, P-AA=-697/4563, P-AB=-426/3573, O-AB=-426/3573, N-O=-448/3767, M-N=-494/3917, L-M=-555/3739, K-L=-555/3739 WEBS B-T=-196/1346, B-S=-450/190, C-S=-293/1590, C-R=-1632/416, D-R=-688/3567, D-Q=-3213/749, E-Q=-775/3717, E-P=-1147/464, F-P=-461/170, G-P=-432/1598, G-O=-259/784, H-O=-685/338, H-N=-172/483, I-N=-458/242 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. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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, with BCDL = 7.5psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1105 lb uplift at joint A and 552 lb uplift at joint K. 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 BRETT JENSEN - HEGSTED Truss A01 Truss Type Hip Girder Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:44:56 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-sEvuawLcMK6JDTIAHZ60uTa5At8x2R9LmFHYvnzQzsr NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 633 lb down and 115 lb up at 1-11-4, 633 lb down and 115 lb up at 3-11-4 , 633 lb down and 115 lb up at 5-11-4, 633 lb down and 115 lb up at 7-11-4, 633 lb down and 115 lb up at 9-11-4, and 633 lb down and 115 lb up at 11-11-4, and 1888 lb down and 342 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-85, E-G=-85, G-K=-85, A-K=-15 Concentrated Loads (lb) Vert: T=-633(B) U=-633(B) V=-633(B) W=-633(B) X=-633(B) Y=-633(B) Z=-1888(B) Job BRETT JENSEN - HEGSTED Truss A02 Truss Type HIP Qty 5 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:44:58 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-od0e?cMsuxM1TnSYOz9UzugTehvsWNbdDZmfzfzQzsp Scale = 1:73.5 T2 T3 T2 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5 T1 T1 B1B1B1 B2 W7 W7 W6 W6 A B C D E F G H I O N M L K JP Q R S T U 5x6 5x6 5x6 5x6 5x8 4x8 7x10 3x4 7x10 5x8 4x8 4x4 4x4 3x10 3x10 8-3-0 8-3-0 16-6-0 8-3-0 25-6-0 9-0-0 33-9-0 8-3-0 42-0-0 8-3-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 21-0-0 4-6-0 25-6-0 4-6-0 31-0-0 5-6-0 36-6-0 5-6-0 42-0-0 5-6-0 1-0-012-0-01-0-012-0-08.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-2-0], [C:0-3-0,0-3-4], [D:0-4-4,0-2-4], [F:0-4-4,0-2-4], [G:0-3-0,0-3-4], [H:0-3-8,0-2-0], [K:0-4-0,0-3-0], [L:0-4-12,Edge], [M:0-4-12,Edge], [N:0-4-0 ,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.67 0.63 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.43 0.13 0.08 (loc) L-M L-M J M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 267 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W7,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. WEBS 1 Row at midpt C-M, E-M, E-L, G-L, B-O, H-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) O=2085/0-5-8 (min. 0-2-4), J=2085/0-5-8 (min. 0-2-4) Max HorzO=285(LC 5) Max UpliftO=-336(LC 8), J=-336(LC 9) Max GravO=2137(LC 2), J=2137(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-531/159, B-C=-2862/512, C-D=-2376/452, D-E=-1879/433, E-F=-1879/433, F-G=-2376/452, G-H=-2862/512, H-I=-530/158, A-O=-442/158, I-J=-442/158 BOT CHORD N-O=-503/2484, N-P=-360/2279, P-Q=-360/2279, M-Q=-360/2279, M-R=-195/1937, R-S=-195/1937, L-S=-195/1937, L-T=-184/2192, T-U=-184/2192, K-U=-184/2192, J-K=-311/2328 WEBS C-N=-100/412, C-M=-672/313, D-M=-145/934, F-L=-145/934, G-L=-672/314, G-K=-100/412, B-O=-2580/328, H-J=-2580/329 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint O and 336 lb uplift at joint J. 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 BRETT JENSEN - HEGSTED Truss B01 Truss Type COMMON GIRDER Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:01 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-DCinddOlBskbKEB736iBbXIyyuu4jgN4wW?Ja_zQzsm Scale = 1:68.1 T2 T2 B1 W1 W2 W3 W4 W5 W2W3 W4W5HW1 HW1 T1 T1 B1 A B C D E F G H I N M L K J O P Q R S T U V W X Y Z AA AB AC AD 7x10 10x16 10x16 12x12 7x10 12x12 4x6 4x12 7x10 12x12 4x6 4x12 10x16 10x16 5-4-0 5-4-0 10-8-0 5-4-0 16-0-0 5-4-0 21-4-0 5-4-0 26-8-0 5-4-0 32-0-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 16-0-0 5-4-0 21-4-0 5-4-0 26-8-0 5-4-0 32-0-0 5-4-0 1-0-011-8-01-0-08.00 12 Plate Offsets (X,Y)-- [A:Edge,0-5-4], [D:0-5-0,0-4-8], [F:0-5-0,0-4-8], [I:Edge,0-5-4], [K:0-3-8,0-6-0], [M:0-3-8,0-6-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.79 0.79 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.35 0.11 0.11 (loc) L-M L-M I L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 545 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4,W5: 2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -° 2-11-12, Right 2x8 DF 1950F 1.7E or SS -° 2-11-12 BRACING- TOP CHORD Sheathed or 3-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=10237/0-5-8 (req. 0-5-9), I=10336/0-5-8 (req. 0-5-10) Max HorzA=-290(LC 21) Max UpliftA=-1746(LC 8), I=-1762(LC 9) Max GravA=10399(LC 2), I=10501(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14560/2427, B-C=-14492/2446, C-D=-12359/2117, D-E=-9605/1739, E-F=-9605/1739, F-G=-12364/2117, G-H=-14540/2456, H-I=-14608/2436 BOT CHORD A-O=-2055/11592, O-P=-2055/11592, N-P=-2055/11592, N-Q=-2055/11592, Q-R=-2055/11592, R-S=-2055/11592, M-S=-2055/11592, M-T=-1726/10283, T-U=-1726/10283, U-V=-1726/10283, L-V=-1726/10283, L-W=-1619/10288, W-X=-1619/10288, X-Y=-1619/10288, K-Y=-1619/10288, K-Z=-1867/11633, Z-AA=-1867/11633, AA-AB=-1867/11633, J-AB=-1867/11633, J-AC=-1867/11633, AC-AD=-1867/11633, I-AD=-1867/11633 WEBS E-L=-1777/10161, F-L=-4103/872, F-K=-736/4414, G-K=-1679/419, G-J=-411/2715, D-L=-4095/871, D-M=-735/4404, C-M=-1633/411, C-N=-401/2665 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 7) WARNING: Required bearing size at joint(s) A, I greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1746 lb uplift at joint A and 1762 lb uplift at joint I. 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 BRETT JENSEN - HEGSTED Truss B01 Truss Type COMMON GIRDER Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:01 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-DCinddOlBskbKEB736iBbXIyyuu4jgN4wW?Ja_zQzsm NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1182 lb down and 203 lb up at 2-0-12, 1182 lb down and 203 lb up at 4-0-12, 1182 lb down and 203 lb up at 6-0-12, 1182 lb down and 203 lb up at 8-0-12, 1181 lb down and 203 lb up at 10-0-12, 1167 lb down and 203 lb up at 12-0-12, 1181 lb down and 203 lb up at 14-0-12, 1182 lb down and 203 lb up at 16-0-12, 1180 lb down and 203 lb up at 18-0-12, 1167 lb down and 203 lb up at 20-0-12, 1181 lb down and 203 lb up at 22-0-12, 1195 lb down and 205 lb up at 24-0-12, 1195 lb down and 205 lb up at 26-0-12, and 1195 lb down and 205 lb up at 28-0-12, and 1195 lb down and 205 lb up at 30-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-85, E-I=-85, A-I=-15 Concentrated Loads (lb) Vert: L=-1158(B) O=-1158(B) P=-1158(B) Q=-1158(B) R=-1158(B) S=-1158(B) T=-1158(B) V=-1158(B) W=-1158(B) Y=-1158(B) Z=-1158(B) AA=-1170(B) AB=-1170(B) AC=-1170(B) AD=-1170(B) Job BRETT JENSEN - HEGSTED Truss B02 Truss Type COMMON Qty 7 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:03 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-9bqX2JQ?jU?JZYKWBXkfgyNH9iesBkGNNqUQftzQzsk Scale = 1:67.7 T2 T2 B1 W1 W2 W3 W2 W3 W5 W5 W4 W4 T1 T1 B1 A B C D E J I H G FKL 7x10 4x6 7x10 3x4 5x8 4x6 4x6 6x8 3x4 6x8 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 32-0-0 8-0-0 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 32-0-0 8-0-0 1-0-011-8-01-0-08.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [E:0-3-8,Edge], [F:Edge,0-1-8], [H:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.81 0.45 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.05 0.05 (loc) H-I H-I F H-I 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-H, B-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1585/0-5-8 (min. 0-1-12), F=1585/0-5-8 (min. 0-1-12) Max HorzJ=-276(LC 4) Max UpliftJ=-275(LC 8), F=-275(LC 9) Max GravJ=1647(LC 15), F=1647(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2186/359, B-C=-1591/374, C-D=-1591/374, D-E=-2187/359, A-J=-1541/304, E-F=-1540/304 BOT CHORD I-J=-309/595, I-K=-376/1892, H-K=-376/1892, H-L=-201/1697, G-L=-201/1697, F-G=-129/395 WEBS C-H=-209/1073, D-H=-795/335, D-G=-9/272, B-H=-795/335, B-I=-9/272, A-I=-135/1381, E-G=-141/1388 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint J and 275 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 BRETT JENSEN - HEGSTED Truss B03 Truss Type FLAT GIRDER Qty 1 Ply 3 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:05 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-5zxHT?SFF5F1psUuIxn7mNSgJVD7fZ6fq8zXjlzQzsi Scale = 1:52.7 W4 T1 W4 B1 T1 B3B2 W3 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W2 W1 W3 A B C D E F G H I R Q P O N M L K J S T U V W X Y Z 5x6 8x12 8x12 5x6 10x12 MT20HS 10x12 MT20HS7x10 6x8 5x6 5x6 4x4 4x8 7x10 4x4 5x6 6x8 6x8 7x10 4-2-1 4-2-1 8-1-6 3-11-5 12-0-11 3-11-5 16-0-0 3-11-5 19-11-5 3-11-5 23-10-10 3-11-5 27-9-15 3-11-5 32-0-0 4-2-1 4-2-1 4-2-1 8-1-6 3-11-5 12-0-11 3-11-5 16-0-0 3-11-5 19-11-5 3-11-5 23-10-10 3-11-5 27-9-15 3-11-5 32-0-0 4-2-1 2-0-0Plate Offsets (X,Y)-- [B:0-3-8,0-3-0], [E:0-5-0,0-4-8], [H:0-3-8,0-3-0], [J:Edge,0-2-8], [K:0-5-0,0-3-0], [L:0-3-8,0-3-0], [M:0-6-0,0-6-8], [P:0-6-0,0-6-0], [Q:0-5-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.91 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.02 -1.49 0.12 0.49 (loc) N N J N l/defl >370 >254 n/a >772 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 634 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x6 DF 1800F 1.6E or 2x6 DF SS, W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: M-N. REACTIONS.(lb/size) R=6215/0-5-8 (min. 0-2-3), J=6203/0-5-8 (min. 0-2-3) Max UpliftR=-964(LC 4), J=-1085(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-R=-5649/895, A-S=-14341/2211, B-S=-14341/2211, B-T=-24600/3788, C-T=-24600/3788, C-U=-31205/4806, D-U=-31205/4806, D-V=-32875/5063, E-V=-32875/5063, E-W=-32875/5063, F-W=-32875/5063, F-X=-31005/4774, G-X=-31005/4774, G-Y=-24886/3834, H-Y=-24886/3834, H-Z=-14424/2222, I-Z=-14424/2222, I-J=-5654/1017 BOT CHORD Q-R=-179/1147, P-Q=-2211/14341, O-P=-3851/24988, N-O=-4806/31205, M-N=-4812/31226, L-M=-3834/24886, K-L=-2222/14424, J-K=-177/1135 WEBS A-Q=-2168/14081, B-Q=-5324/865, B-P=-1691/11000, C-P=-3927/645, C-O=-1019/6633, D-O=-2192/380, D-N=-274/1783, E-N=-1444/264, F-N=-268/1760, F-M=-2239/386, G-M=-1008/6561, G-L=-3890/639, H-L=-1720/11164, H-K=-5307/864, I-K=-2182/14182 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 964 lb uplift at joint R and 1085 lb uplift at joint 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. Continued on page 2 Job BRETT JENSEN - HEGSTED Truss B03 Truss Type FLAT GIRDER Qty 1 Ply 3 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:05 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-5zxHT?SFF5F1psUuIxn7mNSgJVD7fZ6fq8zXjlzQzsi NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 647 lb down and 96 lb up at 1-11-4, 647 lb down and 96 lb up at 3-11-4, 647 lb down and 96 lb up at 5-11-4, 647 lb down and 96 lb up at 7-11-4, 647 lb down and 96 lb up at 9-11-4, 647 lb down and 96 lb up at 11-11-4, 647 lb down and 96 lb up at 13-11-4, 647 lb down and 96 lb up at 15-11-4, 647 lb down and 96 lb up at 17-11-4, 647 lb down and 96 lb up at 19-11-4, 647 lb down and 96 lb up at 21-11-4, 647 lb down and 96 lb up at 23-11-4, 647 lb down and 96 lb up at 25-11-4, 647 lb down and 96 lb up at 27-11-4, and 647 lb down and 96 lb up at 29-11-4, and 177 lb down and 130 lb up at 31-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-I=-85, J-R=-15 Concentrated Loads (lb) Vert: I=-8 B=-617 C=-617 D=-617 E=-617 F=-617 G=-617 H=-617 S=-617 T=-617 U=-617 V=-617 W=-617 X=-617 Y=-617 Z=-617 Job BRETT JENSEN - HEGSTED Truss C01 Truss Type Hip Girder Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:07 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-1M32tgTVmiVl29eHQMpbroXy8J?17WQyISSeoezQzsg Scale = 1:47.3 T1 T2 T3 B1 W6 W4 W3 W2 W1 W2 W3 W5 W7 HW1 HW2 B2 A B C D E F G H I N M L K J O P 7x10 4x6 5x8 5x8 7x10 4x6 3x6 2x4 6x8 7x10 1.5x4 6x8 3x6 2x4 4-11-0 4-11-0 9-10-0 4-11-0 13-11-0 4-1-0 18-0-0 4-1-0 23-0-0 5-0-0 28-0-0 5-0-0 4-11-0 4-11-0 9-10-0 4-11-0 13-11-0 4-1-0 18-0-0 4-1-0 23-0-0 5-0-0 28-0-0 5-0-0 1-1-57-6-17-8-01-0-07-6-18.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-1-9], [F:0-4-0,0-1-9], [K:0-3-8,0-4-4], [L:0-5-0,0-4-8], [M:0-3-8,0-4-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.87 0.57 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.18 0.06 0.10 (loc) K-L K-L I L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 382 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 SLIDER Left 2x6 DF SS or 1800F 1.6E -° 3-0-7, Right 2x6 DF SS or 1800F 1.6E -° 3-0-4 BRACING- TOP CHORD Sheathed or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) A=4104/0-3-8 (min. 0-2-3), I=4072/0-5-8 (min. 0-2-3) Max HorzA=188(LC 7) Max UpliftA=-1671(LC 8), I=-1656(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-5922/2432, B-C=-5807/2454, C-D=-5992/2646, D-E=-5348/2417, E-F=-5348/2417, F-G=-6033/2662, G-H=-5922/2496, H-I=-6040/2478 BOT CHORD A-N=-1973/4602, M-N=-1973/4602, M-O=-2164/4928, L-O=-2164/4928, L-P=-2091/4953, K-P=-2091/4953, J-K=-1900/4733, I-J=-1900/4733 WEBS C-N=-353/244, C-M=-569/499, D-M=-1060/2131, D-L=-510/844, E-L=-484/205, F-L=-492/794, F-K=-1089/2204, G-K=-533/466, G-J=-286/225 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 0-4-0 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 1671 lb uplift at joint A and 1656 lb uplift at joint I. 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) 2100 lb down and 1095 lb up at 9-10-0, 392 lb down and 253 lb up at 11-10-12, 392 lb down and 253 lb up at 13-11-0, and 392 lb down and 253 lb up at 15-11-4, and 2100 lb down and 1095 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 Job BRETT JENSEN - HEGSTED Truss C01 Truss Type Hip Girder Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:07 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-1M32tgTVmiVl29eHQMpbroXy8J?17WQyISSeoezQzsg LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-85, D-F=-85, F-I=-85, A-I=-15 Concentrated Loads (lb) Vert: M=-2100(B) L=-392(B) K=-2100(B) O=-392(B) P=-392(B) Job BRETT JENSEN - HEGSTED Truss C02 Truss Type ROOF SPECIAL Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:09 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-_kBoIMVmIKlTHTofXnr3wDdMa7lXbP1FlmxksWzQzse Scale = 1:54.4 T1 T2 T3 B1 W5 W3 W2 W1 W2 W4 W6 W9 W10 W7 W8B2 A B C D E F L K J I H G 5x8 5x8 5x6 5x8 2x4 5x8 3x6 4x6 3x10 3x6 4x6 2x4 6-2-0 6-2-0 12-4-0 6-2-0 15-6-0 3-2-0 21-9-0 6-3-0 28-0-0 6-3-0 6-2-0 6-2-0 12-4-0 6-2-0 15-6-0 3-2-0 21-9-0 6-3-0 28-0-0 6-3-0 1-1-59-2-19-4-01-0-09-2-18.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-14], [C:0-4-0,0-1-9], [D:0-3-1,Edge], [F:0-3-8,Edge], [J:0-2-12,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.62 0.24 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.11 0.03 0.03 (loc) J-K J-K G J-K 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 *Except* W3,W2,W1,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-5-7 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) L=1385/0-3-8 (min. 0-1-8), G=1385/0-5-8 (min. 0-1-8) Max HorzL=-213(LC 4) Max UpliftL=-231(LC 8), G=-232(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1814/294, B-C=-1446/290, C-D=-1076/303, D-E=-1459/291, E-F=-1853/301, A-L=-1339/252, F-G=-1338/253 BOT CHORD K-L=-228/332, J-K=-301/1407, I-J=-111/1072, H-I=-166/1437 WEBS B-J=-457/243, C-J=-113/351, D-I=-99/344, E-I=-479/249, A-K=-120/1231, F-H=-119/1218 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 231 lb uplift at joint L and 232 lb uplift at joint G. 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 BRETT JENSEN - HEGSTED Truss C03 Truss Type ROOF SPECIAL Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:11 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-w7JZj2W0qx?BXnx2fCtX?eigCwLa3LWYD4QrxPzQzsc Scale = 1:60.3 T2 T3 B1 W3 W1 W2 W4 W7 W8 W5 W6 B1B1 A B C D E I H G FJ K L M N O 5x6 5x8 6x8 5x8 6x8 4x4 4x6 4x4 4x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 6-11-8 6-11-8 13-11-0 6-11-8 20-11-8 7-0-8 28-0-0 7-0-8 1-1-510-4-111-0-08.00 12 Plate Offsets (X,Y)-- [B:0-4-0,Edge], [D:0-4-0,Edge], [G:0-4-0,0-3-4], [H:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.59 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.05 0.04 (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: 153 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W4,W7,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-1-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-I, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=1385/0-5-8 (min. 0-1-9), I=1385/0-3-8 (min. 0-1-9) Max HorzI=-242(LC 4) Max UpliftF=-240(LC 9), I=-239(LC 8) Max GravF=1476(LC 16), I=1476(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-521/182, B-C=-1753/410, C-D=-1784/418, D-E=-588/196, A-I=-458/183, E-F=-498/192 BOT CHORD I-J=-331/1613, J-K=-331/1613, H-K=-331/1613, H-L=-100/1099, L-M=-100/1099, G-M=-100/1099, G-N=-183/1472, N-O=-183/1472, F-O=-183/1472 WEBS B-H=-425/324, C-H=-233/819, C-G=-243/851, D-G=-452/331, B-I=-1491/206, D-F=-1453/199 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint F and 239 lb uplift at joint I. 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 BRETT JENSEN - HEGSTED Truss D01 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:13 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-sWQJ8kYGMYFum45Rmdw?43n4pk8rXHCrgOvy?HzQzsa Scale = 1:67.2 T1 T1 B1 W1 W2 W1 W2 W4 W3 W4 W3 B1B2 ST7 ST8 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 ST5 ST6 ST4 ST3 ST2 ST1 A B C D E F G H I J K AA Z Y X V U T S R Q O N M L AC AGAD AB AF AE AH AI W P 3x4 4x6 3x4 12x12 12x12 7x10 7x10 3x4 3x4 4x12 4x12 4x12 4x12 7-5-0 7-5-0 8-1-0 0-8-0 16-1-0 8-0-0 16-11-0 0-10-0 24-2-0 7-3-0 6-0-8 6-0-8 12-1-0 6-0-8 18-1-8 6-0-8 24-2-0 6-0-8 1-0-011-0-131-0-010.00 12 Plate Offsets (X,Y)-- [B:0-5-0,0-1-12], [J:0-5-0,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.16 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.02 (loc) U U L U l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): AB, AC, AD, AE, AF, AG, AH, AI MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-8-8 except (jt=length) L=7-6-8, O=7-6-8, N=7-6-8, M=7-6-8, W=0-3-8, P=0-3-8. (lb) - Max HorzAA=-260(LC 4) Max Uplift All uplift 100 lb or less at joint(s) AA, L, W, P except X=-163(LC 8), O=-154(LC 9) Max Grav All reactions 250 lb or less at joint(s) Y, Z, N, M, P except AA=394(LC 1), L=397(LC 1), X=445(LC 1), O=497(LC 1), W=276(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-321/206, B-C=-369/191, C-D=-328/225, D-E=-289/266, E-F=-169/253, F-G=-214/302, G-H=-310/302, H-I=-347/237, I-J=-390/174, J-K=-320/212, A-AA=-334/203, K-L=-333/207 BOT CHORD Z-AA=-130/273, Y-Z=-130/273, X-Y=-130/273, U-V=-52/283, T-U=-52/283, S-T=-52/283, R-S=-52/283, Q-R=-52/283 WEBS B-AE=-251/154, B-X=-516/215, J-O=-560/197 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 100 lb uplift at joint(s) AA, L, W, P except (jt=lb) X=163, O=154. 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 BRETT JENSEN - HEGSTED Truss D02 Truss Type COMMON Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:15 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-puY3ZQZXuAVc?OFpu2yTAUtPCXl4??z88iO34AzQzsY Scale = 1:65.1 T1 T1 B1 W1 W2 W1 W2 W4 W4 W3 W3 B1B2 A B C D E I H G FJ K L M N O 3x4 4x6 3x4 5x8 5x8 4x6 4x6 3x6 3x6 8-1-0 8-1-0 16-1-0 8-0-0 24-2-0 8-1-0 6-0-8 6-0-8 12-1-0 6-0-8 18-1-8 6-0-8 24-2-0 6-0-8 1-0-011-0-131-0-010.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [H:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.43 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.03 (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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-2 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=1194/0-5-8 (min. 0-1-8), I=1194/0-5-8 (min. 0-1-8) Max HorzI=-260(LC 4) Max UpliftF=-192(LC 9), I=-192(LC 8) Max GravF=1260(LC 16), I=1260(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-506/204, B-C=-1378/382, C-D=-1378/382, D-E=-506/204, A-I=-454/199, E-F=-453/199 BOT CHORD I-J=-258/1192, J-K=-258/1192, H-K=-258/1192, H-L=-50/801, L-M=-50/801, G-M=-50/801, G-N=-129/1049, N-O=-129/1049, F-O=-129/1049 WEBS C-G=-262/729, D-G=-393/337, C-H=-262/729, B-H=-393/337, B-I=-1120/143, D-F=-1119/143 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=192, I=192. 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 BRETT JENSEN - HEGSTED Truss D03 Truss Type COMMON Qty 10 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:16 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-H56Smla9fTdTdYq0SlTiihPaxx5JkSDHMM7ccczQzsX Scale = 1:65.1 T1 T1 B1 W1 W2 W1 W2 W4 W4 W3 W3 B1B2 A B C D E I H G FJ K L M N O 3x4 4x6 3x4 5x8 5x8 4x6 4x6 3x6 3x6 8-1-0 8-1-0 16-1-0 8-0-0 24-2-0 8-1-0 6-0-8 6-0-8 12-1-0 6-0-8 18-1-8 6-0-8 24-2-0 6-0-8 1-0-011-0-131-0-010.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0], [H:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.43 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.03 (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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-2 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=1194/0-5-8 (min. 0-1-8), I=1194/0-5-8 (min. 0-1-8) Max HorzI=-260(LC 4) Max UpliftF=-192(LC 9), I=-192(LC 8) Max GravF=1260(LC 16), I=1260(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-506/204, B-C=-1378/382, C-D=-1378/382, D-E=-506/204, A-I=-454/199, E-F=-453/199 BOT CHORD I-J=-258/1192, J-K=-258/1192, H-K=-258/1192, H-L=-50/801, L-M=-50/801, G-M=-50/801, G-N=-129/1049, N-O=-129/1049, F-O=-129/1049 WEBS C-G=-262/729, D-G=-393/337, C-H=-262/729, B-H=-393/337, B-I=-1120/143, D-F=-1119/143 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=192, I=192. 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 BRETT JENSEN - HEGSTED Truss D04 Truss Type COMMON Qty 6 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:18 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-DTECBRcPB5uBss_OZAWAn6VwTlnnCNmaqgcjhVzQzsV Scale = 1:65.1 T1 T2 B1 W5 W1 W2 W1 W2W3 W6 W4 B2 A B C D E I H G FJ K L M N O 3x4 4x6 3x4 5x8 3x4 4x6 4x6 3x6 3x6 7-8-0 7-8-0 15-8-0 8-0-0 23-9-0 8-1-0 5-7-8 5-7-8 11-8-0 6-0-8 17-8-8 6-0-8 23-9-0 6-0-8 1-4-311-0-131-0-010.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.43 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.02 (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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W2,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-15 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) I=1173/Mechanical, F=1173/Mechanical Max HorzI=-259(LC 4) Max UpliftI=-186(LC 8), F=-188(LC 9) Max GravI=1236(LC 15), F=1239(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-335/157, B-C=-1309/368, C-D=-1348/377, D-E=-503/204, A-I=-331/161, E-F=-451/199 BOT CHORD I-J=-243/1117, J-K=-243/1117, H-K=-243/1117, H-L=-45/775, L-M=-45/775, G-M=-45/775, G-N=-125/1026, N-O=-125/1026, F-O=-125/1026 WEBS C-H=-247/654, B-H=-327/321, C-G=-261/733, D-G=-395/337, B-I=-1207/161, D-F=-1091/137 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 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=186, F=188. 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 BRETT JENSEN - HEGSTED Truss D05 Truss Type COMMON Qty 6 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:20 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-9sLyc7dfii8v697nhbYesXaF3YTKgHNtH_5qlOzQzsT Scale = 1:64.7 T1 T2 B1 W5 W6 W1 W2 W1 W2W3 W4 B2 A B C D E I H G FJ K L M N O 3x4 4x6 3x4 5x8 3x6 3x4 4x6 4x6 3x6 7-9-0 7-9-0 15-9-0 8-0-0 23-9-0 8-0-0 5-9-0 5-9-0 11-9-0 6-0-0 17-9-0 6-0-0 23-9-0 6-0-0 1-2-811-0-01-0-010.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.42 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.03 (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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W6,W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-0 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=1173/Mechanical, I=1173/Mechanical Max HorzI=-257(LC 4) Max UpliftF=-188(LC 9), I=-187(LC 8) Max GravF=1238(LC 16), I=1236(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-384/172, B-C=-1328/372, C-D=-1352/377, D-E=-496/203, A-I=-367/174, E-F=-446/197 BOT CHORD I-J=-247/1138, J-K=-247/1138, H-K=-247/1138, H-L=-47/779, L-M=-47/779, G-M=-47/779, G-N=-126/1027, N-O=-126/1027, F-O=-126/1027 WEBS C-H=-252/680, B-H=-350/325, C-G=-261/728, D-G=-391/335, B-I=-1178/154, D-F=-1098/138 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 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) F=188, I=187. 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 BRETT JENSEN - HEGSTED Truss D06 Truss Type Common Qty 11 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:22 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-5FTj1pfwEJOdLTH9o0a6yyfbXM8o8Bz9lHawqGzQzsR Scale = 1:64.7 T1 T1 B1 W1 W2 W1 W2 W4 W4 W3 W3 B2 A B C D E I H G FJ K L M N O 3x4 4x6 3x4 5x8 4x6 3x4 4x6 3x6 3x6 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 1-0-011-0-01-0-010.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.42 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.03 (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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-8 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) F=1185/Mechanical, I=1185/0-5-8 (min. 0-1-8) Max HorzI=-258(LC 4) Max UpliftF=-190(LC 9), I=-190(LC 8) Max GravF=1251(LC 16), I=1251(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-498/203, B-C=-1370/380, C-D=-1370/380, D-E=-498/203, A-I=-448/198, E-F=-447/197 BOT CHORD I-J=-256/1183, J-K=-256/1183, H-K=-256/1183, H-L=-49/794, L-M=-49/794, G-M=-49/794, G-N=-128/1041, N-O=-128/1041, F-O=-128/1041 WEBS C-G=-261/725, D-G=-390/335, C-H=-261/725, B-H=-390/335, B-I=-1116/142, D-F=-1115/142 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 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) F=190, I=190. 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 BRETT JENSEN - HEGSTED Truss D07 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:24 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-2dbTSVgAmxeKanRYwRca1NkwnAs6cGwSCb31u9zQzsP Scale = 1:64.7 T1 T1 B1 W1 W2 W1 W2 W4 W3 W4 W3 ST7 ST8 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 ST5 ST6 B2 ST4 ST3 ST2 ST1 A B C D E F G H I J K Y X W V U T S R Q P O N M L AA AEAB Z AD AC AF AG4x4 4x6 4x4 12x12 12x12 7x10 4x6 4x6 4x12 4x12 4x12 4x12 7x10 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 1-0-011-0-01-0-010.00 12 Plate Offsets (X,Y)-- [B:0-5-0,0-1-12], [J:0-5-0,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.62 0.30 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.03 0.03 (loc) T N L T l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 238 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): Z, AA, AB, AC, AD, AE, AF, AG MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) Y=1185/0-3-8 (min. 0-1-8), L=1185/0-3-8 (min. 0-1-8) Max HorzY=258(LC 5) Max UpliftY=-190(LC 8), L=-190(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-590/219, B-C=-1221/321, C-D=-1178/383, D-E=-1141/449, E-F=-1036/452, F-G=-1036/452, G-H=-1141/449, H-I=-1178/383, I-J=-1221/322, J-K=-590/218, A-Y=-511/212, K-L=-511/211 BOT CHORD X-Y=-247/976, W-X=-247/976, V-W=-247/976, U-V=-243/983, T-U=-46/672, S-T=-46/672, R-S=-46/672, Q-R=-46/672, P-Q=-46/672, O-P=-122/980, N-O=-123/972, M-N=-123/972, L-M=-123/972 WEBS F-AA=-344/589, AA-AE=-326/556, P-AE=-320/544, J-P=-328/203, U-AB=-320/544, Z-AB=-326/556, F-Z=-344/589, B-U=-327/202, Y-AD=-852/107, AC-AD=-873/111, B-AC=-923/124, J-AF=-923/123, AF-AG=-873/110, L-AG=-852/107 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 100 lb uplift at joint(s) except (jt=lb) Y=190, L=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 BRETT JENSEN - HEGSTED Truss E01 Truss Type Roof Special Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:27 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-SCGc4Wj23s0vSEA7bZAHf0MUjNoSpScvuZIhVUzQzsM Scale = 1:72.4 T1 T2 T3 B1 W1 W2 W1 W2 W1 W4 W6 W7 W8 W5 W3 W10 W9 T4 B2 A B C D E F G N M L K J I HO P Q R S T U V W X Y Z AA AB 6x8 7x10 5x8 5x6 6x12 MT20HS 7x10 12x12 12x12 1.5x4 4x8 7x10 7x10 6x12 MT20HS 6x8 2-1-8 2-1-8 6-7-8 4-6-0 11-1-8 4-6-0 15-11-8 4-10-0 20-9-8 4-10-0 25-7-8 4-10-0 2-1-8 2-1-8 6-7-8 4-6-0 11-1-8 4-6-0 15-11-8 4-10-0 20-9-8 4-10-0 25-7-8 4-10-0 10-7-012-0-02-4-012-0-08.00 12 Plate Offsets (X,Y)-- [B:0-8-4,0-2-4], [D:0-6-4,0-2-4], [F:0-3-0,0-3-0], [H:0-5-8,Edge], [I:0-3-8,0-4-8], [J:0-3-8,0-4-8], [K:0-5-0,0-4-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.38 0.65 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.28 0.04 0.09 (loc) J-K J-K H J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 514 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,W8: 2x4 DF Stud/Std, W5,W10: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-M, D-L, A-N REACTIONS.(lb/size) N=8262/0-4-8 (min. 0-4-8), H=8149/0-5-8 (min. 0-4-7) Max HorzN=-359(LC 9) Max UpliftN=-1419(LC 9), H=-1326(LC 9) Max GravN=8429(LC 2), H=8290(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1746/308, B-C=-3677/668, C-D=-3677/668, D-E=-5703/995, E-F=-7637/1272, F-G=-8005/1290, A-N=-8168/1379, G-H=-7386/1203 BOT CHORD N-O=-161/375, M-O=-161/375, M-P=-309/1375, P-Q=-309/1375, Q-R=-309/1375, L-R=-309/1375, L-S=-693/4729, S-T=-693/4729, T-U=-693/4729, K-U=-693/4729, K-V=-863/6283, V-W=-863/6283, W-X=-863/6283, J-X=-863/6283, J-Y=-1004/6581, Y-Z=-1004/6581, I-Z=-1004/6581, I-AA=-66/321, AA-AB=-66/321, H-AB=-66/321 WEBS B-M=-5135/926, B-L=-1141/6447, C-L=-420/176, D-L=-2913/616, D-K=-1014/5528, E-K=-3177/724, E-J=-607/3461, F-J=-463/215, F-I=-320/255, A-M=-1210/7159, G-I=-1030/6873 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 - 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=1419, H=1326. 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 BRETT JENSEN - HEGSTED Truss E01 Truss Type Roof Special Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:27 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-SCGc4Wj23s0vSEA7bZAHf0MUjNoSpScvuZIhVUzQzsM NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1182 lb down and 201 lb up at 1-8-4, 1169 lb down and 201 lb up at 3-8-4 , 1181 lb down and 201 lb up at 5-8-4, 1180 lb down and 201 lb up at 7-8-4, 1169 lb down and 201 lb up at 9-8-4, 1183 lb down and 201 lb up at 11-8-4, 1173 lb down and 202 lb up at 13-8-4, 1174 lb down and 202 lb up at 15-8-4, 1183 lb down and 202 lb up at 17-8-4, 1183 lb down and 202 lb up at 19-8-4, and 1183 lb down and 202 lb up at 21-8-4, and 1183 lb down and 202 lb up at 23-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-85, B-D=-85, D-G=-85, H-N=-15 Concentrated Loads (lb) Vert: J=-1158(F) O=-1158(F) P=-1158(F) R=-1158(F) S=-1158(F) U=-1158(F) V=-1158(F) X=-1158(F) Y=-1158(F) Z=-1158(F) AA=-1158(F) AB=-1158(F) Job BRETT JENSEN - HEGSTED Truss G01 Truss Type Roof Special Structural Gable Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:28 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-wOq_Hsjgq98m3OlJ9HhWBDvYYnDWXvn27D1F1wzQzsL Scale: 1/4"=1' T2 T3 W1 B1 W5 W4 W3 W2 W7 W6 ST3 ST4ST2 ST1 ST5 ST6 ST7 ST8 ST9 ST10 ST11 T1 B2 A B C D H G F E 7x10 6x8 3x4 3x4 5x6 4x6 5x8 7-4-0 7-4-0 14-8-0 7-4-0 18-4-8 3-8-8 7-4-0 7-4-0 14-8-0 7-4-0 18-4-8 3-8-8 1-0-07-1-59-7-05.00 12 8.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [I:0-1-15,0-0-12], [R:0-1-15,0-0-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.27 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.02 0.02 (loc) F-G F-G E G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W3,W6: 2x4 DF Stud/Std, W7: 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=900/0-5-8 (min. 0-1-8), H=900/0-5-8 (min. 0-1-8) Max HorzH=342(LC 10) Max UpliftE=-311(LC 10), H=-122(LC 10) Max GravE=1117(LC 16), H=1044(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1687/139, B-C=-798/26, A-H=-991/148 BOT CHORD G-H=-408/298, F-G=-407/1472, E-F=-130/534 WEBS B-F=-1049/311, C-F=-95/587, C-E=-1147/278, A-G=0/1214 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) except (jt=lb) E=311, H=122. 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 BRETT JENSEN - HEGSTED Truss G02 Truss Type ROOF SPECIAL Qty 8 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:30 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-snykiYlxMnOUJiuiGij_Ge_u1av_?pGLaXWL6ozQzsJ Scale = 1:53.0 T2 T3 W1 B1 W5 W4 W3 W2 W7 W6 T1 B2 A B C D H G F E 7x10 6x8 1.5x4 3x4 3x4 5x6 4x6 5x8 7-4-0 7-4-0 14-8-0 7-4-0 18-4-8 3-8-8 7-4-0 7-4-0 14-8-0 7-4-0 18-4-8 3-8-8 1-0-07-1-59-7-05.00 12 8.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.27 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.02 0.02 (loc) F-G F-G E G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W3,W6: 2x4 DF Stud/Std, W7: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=900/0-5-8 (min. 0-1-8), H=900/0-5-8 (min. 0-1-8) Max HorzH=342(LC 10) Max UpliftE=-311(LC 10), H=-122(LC 10) Max GravE=1117(LC 16), H=1044(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1687/139, B-C=-798/26, A-H=-991/148 BOT CHORD G-H=-408/298, F-G=-407/1472, E-F=-130/534 WEBS B-F=-1049/311, C-F=-95/587, C-E=-1147/278, A-G=0/1214 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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) E=311, H=122. 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 BRETT JENSEN - HEGSTED Truss H01 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:32 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-pA4V7EmBuOeCY?24O6mSM34PTOehTv0e2r?SAhzQzsH Scale = 1:38.1 W1 T1 T1 W1 B1 ST4 ST4 ST3 ST2 ST1 ST3 ST2 ST1 A B C D E F G H I J K U T S R Q P O N M L 3x4 14-4-0 14-4-0 7-2-0 7-2-0 14-4-0 7-2-0 1-0-06-11-111-0-010.00 12 Plate Offsets (X,Y)-- [F:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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-R 0.19 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - L l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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 14-4-0. (lb) - Max HorzU=-153(LC 4) Max Uplift All uplift 100 lb or less at joint(s) S except U=-127(LC 6), L=-108(LC 7), R=-117(LC 8), T=-203(LC 8), O=-119(LC 9), N=-100(LC 9), M=-196(LC 9) Max Grav All reactions 250 lb or less at joint(s) U, L, Q, P, R, S, T, O, N, M 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) S except (jt=lb) U=127, L=108, R=117, T=203, O=119, N=100, M=196. 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 BRETT JENSEN - HEGSTED Truss H02 Truss Type ROOF SPECIAL Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:34 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-lYCFYvoRP?vwnJCTVXowRU9YdCHWxp1xV9UZFazQzsF Scale = 1:41.5 T1 T1 B1 W1 W3 W3 W2 W2 A B C F E D 6x8 4x6 6x8 2x4 2x4 4x8 7-2-0 7-2-0 14-4-0 7-2-0 7-2-0 7-2-0 14-4-0 7-2-0 1-0-06-11-111-0-010.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.00 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 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 5-6-9 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=702/0-5-8 (min. 0-1-8), D=702/0-5-8 (min. 0-1-8) Max HorzF=-153(LC 4) Max UpliftF=-110(LC 8), D=-110(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-733/151, B-C=-733/151, A-F=-655/136, C-D=-655/136 BOT CHORD E-F=-277/432, D-E=-177/321 WEBS B-E=0/259 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) F=110, D=110. 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 BRETT JENSEN - HEGSTED Truss H03 Truss Type COMMON Qty 15 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:35 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-DlldmFp3AJ1nPTnf3FJ9ziijMbdlgGH4kpE6n0zQzsE Scale = 1:41.5 T1 T1 B1 W1 W3 W3 W2 W2 A B C F E D 6x8 4x6 6x8 2x4 2x4 4x8 7-2-0 7-2-0 14-4-0 7-2-0 7-2-0 7-2-0 14-4-0 7-2-0 1-0-06-11-111-0-010.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.24 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.00 (loc) D-E D-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 74 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 5-6-9 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=702/0-3-0 (min. 0-1-8), D=702/0-5-8 (min. 0-1-8) Max HorzF=-153(LC 4) Max UpliftF=-110(LC 8), D=-110(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-733/151, B-C=-733/151, A-F=-655/136, C-D=-655/136 BOT CHORD E-F=-277/432, D-E=-177/321 WEBS B-E=0/259 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) F=110, D=110. 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 BRETT JENSEN - HEGSTED Truss H04 Truss Type Common Supported Gable Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:37 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-97tOAxqKiwHUemx2AgLd37nFbPM189GNB7jDsuzQzsC Scale = 1:38.1 W1 T1 T2 W2 B1 ST4 ST3 ST2 ST1 ST5 ST6 ST7 A B C D E F G H I R Q P O N M L K J 4x6 14-1-0 14-1-0 6-11-0 6-11-0 14-1-0 7-2-0 1-2-86-11-111-0-010.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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-R 0.17 0.06 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - J l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 80 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 14-1-0. (lb) - Max HorzR=-152(LC 4) Max Uplift All uplift 100 lb or less at joint(s) O except R=-132(LC 6), J=-142(LC 7), P=-104(LC 8), Q=-185(LC 8), M=-111(LC 9), L=-101(LC 9), K=-180(LC 9) Max Grav All reactions 250 lb or less at joint(s) R, J, N, O, P, Q, M, L, K 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O except (jt=lb) R=132, J=142, P=104, Q=185, M=111, L=101, K=180. 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 BRETT JENSEN - HEGSTED Truss HF01 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:39 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-6W?8bdsaEYXCu44QI4O58YsduD28c4vgfRCKwnzQzsA Scale = 1:27.0 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-11-10 7-11-10 3-11-13 3-11-13 7-11-10 3-11-13 4-1-1212.50 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 34 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 7-11-10. (lb) - Max HorzA=100(LC 7) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-156(LC 8), F=-156(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) H=156, F=156. 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 BRETT JENSEN - HEGSTED Truss HF02 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:40 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-aiZWpztC?rf3VEfdsovKglPoVcOJLX3pt5xtSDzQzs9 Scale = 1:29.2 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x4 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-8-2 8-8-2 4-4-1 4-4-1 8-8-2 4-4-1 4-6-312.50 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.06 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 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 8-8-2. (lb) - Max HorzA=-110(LC 6) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-170(LC 8), F=-169(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=260(LC 15), F=260(LC 16) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) H=170, F=169. 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 BRETT JENSEN - HEGSTED Truss J01 Truss Type Jack-Open Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:42 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-W5gHEeuSXTvnlYp?zDxomAU8TQ3vpSM6LPQ_X6zQzs7 Scale = 1:14.3 W2 T1 B1 W1 A E D B C 1.5x4 4x6 3x4 1-6-13 1-6-13 1-6-13 1-6-13 1-0-02-3-111-9-142-3-1110.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.03 0.01 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) E E B E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-6-13 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) E=71/0-5-8 (min. 0-1-8), B=60/Mechanical, C=11/Mechanical Max HorzE=48(LC 8) Max UpliftB=-43(LC 8), C=-21(LC 8) Max GravE=71(LC 1), B=61(LC 15), C=25(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) B, C. 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 BRETT JENSEN - HEGSTED Truss J02 Truss Type Jack-Open Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:43 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-_HEfR_v5Im1eMhOCXwS1IO1HNqPQYvJFa3AX3YzQzs6 Scale = 1:20.9 W2 T1 B1 W1 A D C B 1.5x4 4x6 4x4 3-2-1 3-2-1 3-2-1 3-2-1 1-0-03-7-113-1-143-7-1110.00 12 Plate Offsets (X,Y)-- [C:0-0-10,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.15 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) C-D C-D B D l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-2-1 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=149/0-5-8 (min. 0-1-8), B=126/Mechanical, C=23/Mechanical Max HorzD=101(LC 8) Max UpliftB=-90(LC 8), C=-13(LC 8) Max GravD=149(LC 1), B=128(LC 15), C=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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) B, C. 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 BRETT JENSEN - HEGSTED Truss J03 Truss Type Jack-Open Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:45 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-wgMPsgxLqOHMc?YaeLVVNp6aId3Z0pUY1Nfe8RzQzs4 Scale = 1:27.4 W2 T1 B1 W1 A D C B 1.5x4 4x6 4x4 4-9-4 4-9-4 4-9-4 4-9-4 1-0-04-11-1110.00 12 Plate Offsets (X,Y)-- [C:0-0-11,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.38 0.14 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) C-D C-D B D l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-4 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=229/0-5-8 (min. 0-1-8), B=194/Mechanical, C=35/Mechanical Max HorzD=155(LC 8) Max UpliftB=-139(LC 8), C=-7(LC 8) Max GravD=229(LC 1), B=197(LC 15), C=81(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) C except (jt=lb) B=139. 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 BRETT JENSEN - HEGSTED Truss J04 Truss Type Jack-Closed Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:47 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-t2UAHMybL?X4rJizmmXzTEBrQRjWUigrUg8lCJzQzs2 Scale = 1:36.0 W3 T1 W1 B1 W2 A B C F E D 1.5x4 4x6 1.5x4 4x6 6-4-7 6-4-7 6-4-7 6-4-7 1-0-06-3-1110.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.66 0.24 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.00 (loc) E-F E-F E F l/defl >999 >637 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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) F=295/0-5-8 (min. 0-1-8), E=328/Mechanical Max HorzF=210(LC 8) Max UpliftE=-196(LC 8) Max GravF=295(LC 1), E=337(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-F=-251/0, B-E=-280/196 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) E=196. 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 BRETT JENSEN - HEGSTED Truss J05 Truss Type Jack-Closed Qty 5 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:49 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-pRcwi2_stcon4drLtBZRYfHI3FRMybb8y_dsHCzQzs0 Scale = 1:43.7 W5 T1 W1 B1 W2W3 W4 A B C D H G F E 1.5x4 4x6 1.5x4 3x6 3x6 4x4 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 1-0-07-8-010.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.20 0.09 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) G-H G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 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) H=379/0-5-8 (min. 0-1-8), F=407/Mechanical Max HorzH=266(LC 8) Max UpliftF=-238(LC 8) Max GravH=379(LC 1), F=417(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-355/0, A-B=-348/0 BOT CHORD G-H=-266/95 WEBS B-F=-340/209 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) F=238. 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 BRETT JENSEN - HEGSTED Truss J06 Truss Type Jack-Open Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:50 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-Hd9IvO_UewweimQYRu4g4spUeeoRh3HHBeMPpezQzs? Scale: 3/4"=1' W2 T1 B1 W1 A D C B 1.5x4 5x6 4x4 2-5-12 2-5-12 2-5-12 2-5-12 1-0-02-7-138.00 12 Plate Offsets (X,Y)-- [C:0-0-3,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) C-D C-D B D 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-5-12 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=114/0-5-8 (min. 0-1-8), B=96/Mechanical, C=17/Mechanical Max HorzD=62(LC 8) Max UpliftB=-57(LC 8), C=-11(LC 8) Max GravD=114(LC 1), B=96(LC 1), C=41(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) B, C. 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 BRETT JENSEN - HEGSTED Truss J07 Truss Type Jack-Open Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:52 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-D0H3K30kAXAMx4awZJ789Hvl0SS_9zNaeyrWsXzQzrz Scale: 1/2"=1' W2 T1 B1 W1 A D C B 1.5x4 5x6 4x4 4-11-12 4-11-12 4-11-12 4-11-12 1-0-04-3-133-10-104-3-138.00 12 Plate Offsets (X,Y)-- [C:0-0-6,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.41 0.15 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.00 0.00 (loc) C-D C-D B D l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-11-12 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=239/0-5-8 (min. 0-1-8), B=203/Mechanical, C=36/Mechanical Max HorzD=130(LC 8) Max UpliftB=-121(LC 8), C=-1(LC 8) Max GravD=239(LC 1), B=203(LC 1), C=85(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) C except (jt=lb) B=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 BRETT JENSEN - HEGSTED Truss J08 Truss Type Jack-Closed Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:54 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-9PPpll2_i8Q4BOkJgk9cFi_9CG8gdrdt6GKdxPzQzrx Scale = 1:34.2 W5 T1 W1 B1 W2W3 W4 A B C D H G F E 1.5x4 5x6 1.5x4 3x10 3x6 4x4 4-0-0 4-0-0 7-5-12 3-5-12 4-0-0 4-0-0 7-5-12 3-5-12 1-0-05-11-138.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.17 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) G-H G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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) H=350/0-5-8 (min. 0-1-8), F=383/Mechanical Max HorzH=198(LC 8) Max UpliftF=-181(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-326/6, A-B=-325/0 WEBS B-F=-332/170 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) F=181. 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 BRETT JENSEN - HEGSTED Truss J09 Truss Type Jack-Open Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:56 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-6nXZAR3FEmgoQhuio9B4K73WJ3rz5nnAZapk?IzQzrv Scale: 3/4"=1' W2 T1 B1 W1 A E D C B 1.5x4 5x6 3x4 2-3-12 2-3-12 2-3-12 2-3-12 1-1-52-7-132-2-102-7-138.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.07 0.02 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) E D-E B D 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-3-12 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) E=105/0-3-8 (min. 0-1-8), B=89/Mechanical, D=17/Mechanical Max HorzE=57(LC 8) Max UpliftB=-53(LC 8), D=-15(LC 8) Max GravE=105(LC 1), B=89(LC 1), D=40(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) B, D. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BRETT JENSEN - HEGSTED Truss J10 Truss Type Jack-Open Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:57 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-az4yNn4t?3of2rTuLsiJsLcdET9KqEeJoEZHYkzQzru Scale: 1/2"=1' W2 T1 B1 W1 A D C B 1.5x4 5x6 4x4 4-9-12 4-9-12 4-9-12 4-9-12 1-1-54-3-133-10-104-3-138.00 12 Plate Offsets (X,Y)-- [C:0-0-5,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.38 0.14 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.00 0.00 (loc) C-D C-D B D l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 22 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-12 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=231/0-3-8 (min. 0-1-8), B=196/Mechanical, C=35/Mechanical Max HorzD=125(LC 8) Max UpliftB=-116(LC 8), C=-4(LC 8) Max GravD=231(LC 1), B=196(LC 1), C=82(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) C except (jt=lb) B=116. 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 BRETT JENSEN - HEGSTED Truss J11 Truss Type Jack-Closed Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:45:59 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-WMCioS57Xh2NH9cGTHlnymh06HswI7ycFY2OcdzQzrs Scale = 1:34.3 W5 T1 W1 B1 W2W3 W4 A B C D H G F E 1.5x4 5x6 1.5x4 3x10 3x6 4x4 3-10-0 3-10-0 7-3-12 3-5-12 3-10-0 3-10-0 7-3-12 3-5-12 1-1-55-11-138.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.16 0.07 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) G-H G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 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) H=342/0-3-8 (min. 0-1-8), F=375/Mechanical Max HorzH=194(LC 8) Max UpliftF=-180(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-319/2, A-B=-310/0 WEBS B-F=-318/168 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) F=180. 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 BRETT JENSEN - HEGSTED Truss K01 Truss Type GABLE Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:01 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-SlKSD87N2II4XTmfainF1BnMB4XTm1OvjsXUhVzQzrq Scale = 1:36.3 W1 T1 T1 W1 B1 ST4 ST4 ST3 ST2 ST1 ST3 ST2 ST1 A B C D E F G H I J K U T S R Q P O N M L 3x4 13-6-0 13-6-0 6-9-0 6-9-0 13-6-0 6-9-0 1-0-06-7-81-0-010.00 12 Plate Offsets (X,Y)-- [F:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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-R 0.19 0.07 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - L l/defl n/a n/a n/a L/d 999 999 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 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 13-6-0. (lb) - Max HorzU=-144(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except U=-179(LC 6), L=-155(LC 7), R=-112(LC 8), S=-106(LC 8), T=-255(LC 8), O=-114(LC 9), N=-106(LC 9), M=-244(LC 9) Max Grav All reactions 250 lb or less at joint(s) Q, P, R, S, T, O, N, M except U=266(LC 8), L=250(LC 9) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 179 lb uplift at joint U, 155 lb uplift at joint L, 112 lb uplift at joint R, 106 lb uplift at joint S, 255 lb uplift at joint T, 114 lb uplift at joint O, 106 lb uplift at joint N and 244 lb uplift at joint M. 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 BRETT JENSEN - HEGSTED Truss K1HJ Truss Type Diagonal Hip Girder Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:03 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-P7SDeq9eavYommw2i7pj6csdWu3pEqICAA0blOzQzro Scale = 1:42.3 W7 T1 W1 B1W6 W5 W4 W3 W2 A B C D E J I H G F K L M N O P Q R 3x6 5x8 3x4 7x10 4x6 3x6 6x8 4x6 4-2-15 4-2-15 8-5-13 4-2-15 12-8-12 4-2-15 4-2-15 4-2-15 8-5-13 4-2-15 12-8-12 4-2-15 1-0-07-7-86.25 12 Plate Offsets (X,Y)-- [H:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.46 0.71 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.09 0.01 0.06 (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: 77 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* W7: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 5-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-2-6 oc bracing. WEBS 1 Row at midpt C-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1086/0-7-14 (min. 0-1-8), G=1451/Mechanical Max HorzJ=265(LC 10) Max UpliftJ=-484(LC 10), G=-818(LC 10) Max GravJ=1180(LC 16), G=1733(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-J=-1121/465, A-B=-1623/672, B-K=-1212/427, C-K=-1009/437, D-G=-271/81 BOT CHORD J-L=-333/154, L-M=-333/154, I-M=-333/154, I-N=-813/1375, N-O=-813/1375, O-P=-813/1375, H-P=-813/1375, H-Q=-516/994, Q-R=-516/994, G-R=-516/994 WEBS A-I=-491/1245, B-H=-462/361, C-H=-733/1161, C-G=-1602/834 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 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 484 lb uplift at joint J and 818 lb uplift at joint G. 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) 49 lb down and 76 lb up at 2-6-3, 79 lb down and 87 lb up at 3-1-12, 110 lb down and 129 lb up at 5-0-14, 191 lb down and 161 lb up at 6-4-3, 190 lb down and 184 lb up at 7-7-10, and 359 lb down and 205 lb up at 9-6-9, and 308 lb down and 215 lb up at 10-2-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-85, D-E=-85, F-J=-15 Continued on page 2 Job BRETT JENSEN - HEGSTED Truss K1HJ Truss Type Diagonal Hip Girder Qty 2 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:03 2022 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-P7SDeq9eavYommw2i7pj6csdWu3pEqICAA0blOzQzro LOAD CASE(S) Standard Concentrated Loads (lb) Vert: L=-49(F) M=-79(B) N=-110(F) O=-191(B) P=-190(F) Q=-359(B) R=-308(F) Job BRETT JENSEN - HEGSTED Truss K02 Truss Type ROOF SPECIAL Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:05 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-LWZz2WAu6XpW?44QpYrBB1xuVhtBirsVdUViqHzQzrm Scale = 1:40.0 T1 T1 B1 W1 W3 W3 W2 W2 A B C F E D 6x8 4x6 6x8 2x4 2x4 4x8 6-9-0 6-9-0 13-6-0 6-9-0 6-9-0 6-9-0 13-6-0 6-9-0 1-0-06-7-81-0-010.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.81 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 0.01 0.00 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 70 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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=660/0-5-8 (min. 0-1-8), D=660/0-5-8 (min. 0-1-8) Max HorzF=-144(LC 4) Max UpliftF=-103(LC 8), D=-103(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-685/142, B-C=-685/142, A-F=-616/128, C-D=-616/127 BOT CHORD E-F=-250/388, D-E=-156/284 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 103 lb uplift at joint F and 103 lb uplift at joint D. 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 BRETT JENSEN - HEGSTED Truss K03 Truss Type ROOF SPECIAL Qty 6 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:07 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-HvhkTCC8e83EFODpxzufGS0DuVYmAlPn5o_pu9zQzrk Scale = 1:40.0 T1 T2 B1 W1 W4 W3 W5 W2 A B C F E D 6x8 4x6 5x8 2x4 2x4 4x8 6-9-0 6-9-0 13-3-0 6-6-0 6-9-0 6-9-0 13-3-0 6-6-0 1-0-06-7-81-2-810.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.00 0.00 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 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) F=648/0-5-8 (min. 0-1-8), D=648/Mechanical Max HorzF=143(LC 5) Max UpliftF=-101(LC 8), D=-100(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-667/138, B-C=-658/141, C-D=-605/122, A-F=-603/126 BOT CHORD E-F=-255/388 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 101 lb uplift at joint F and 100 lb uplift at joint D. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BRETT JENSEN - HEGSTED Truss K04 Truss Type COMMON GIRDER Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:09 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-DHpUutDOAlJyUhNB2Ow7Mt6W2J9HebH4Y5Twz2zQzri Scale = 1:39.2 T1 T2 B1 W9 W8 W1 W2W5 W7 W3 W4 W6 A B C D E J I H G F K 6x12 4x4 5x6 5x6 3x10 3x6 4x4 3x6 4x4 3x6 3-4-8 3-4-8 6-9-0 3-4-8 10-0-0 3-3-0 13-3-0 3-3-0 3-4-8 3-4-8 6-9-0 3-4-8 10-0-0 3-3-0 13-3-0 3-3-0 1-0-06-7-81-2-810.00 12 Plate Offsets (X,Y)-- [F:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.52 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 0.01 (loc) F-G F-G F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 90 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* W9: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=1903/Mechanical, J=755/0-5-8 (min. 0-1-8) Max HorzJ=142(LC 5) Max UpliftF=-327(LC 9), J=-121(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-825/147, B-C=-686/189, C-D=-681/190, D-E=-1155/209, A-J=-715/130, E-F=-978/174 BOT CHORD H-I=-150/578, G-H=-127/828, G-K=-59/260, F-K=-59/260 WEBS C-H=-147/490, A-I=-57/486, D-H=-552/212, D-G=-123/470, E-G=-80/591 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) Bearing at joint(s) J considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint F and 121 lb uplift at joint J. 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) 1412 lb down and 254 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-85, C-E=-85, F-J=-15 Concentrated Loads (lb) Vert: K=-1370 Job BRETT JENSEN - HEGSTED Truss L01 Truss Type SCISSOR STRUCTURAL Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:10 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-hUNs6DE1x3Rp6ryOc5RMu4em1ib1N3NEnlCTVUzQzrh Scale = 1:37.9 T1 T1 B1 B1 W1 W3 W3 ST2 ST1 ST2 ST1 W2 W2 A B C F E D 5x8 4x6 5x8 2x4 5x8 2x4 6-3-0 6-3-0 12-6-0 6-3-0 6-3-0 6-3-0 12-6-0 6-3-0 1-0-06-2-81-0-02-4-1510.00 12 5.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.69 0.17 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.03 0.01 (loc) D-E D-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 72 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 5-7-14 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=610/0-3-8 (min. 0-1-8), D=610/0-5-8 (min. 0-1-8) Max HorzF=-133(LC 4) Max UpliftF=-94(LC 8), D=-94(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-943/118, B-C=-941/170, A-F=-652/202, C-D=-651/165 BOT CHORD E-F=-225/364, D-E=-128/257 WEBS B-E=-16/470, A-E=0/397, C-E=-100/456 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) Bearing at joint(s) F, D 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 94 lb uplift at joint F and 94 lb uplift at joint D. 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 BRETT JENSEN - HEGSTED Truss L02 Truss Type SCISSORS Qty 10 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:12 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-esUdXvFHTghXL96mkWUqzVk6XWGVrztWE3haaNzQzrf Scale = 1:37.9 T1 T1 B1 B1 W1 W3 W3 W2 W2 A B C F E D 5x8 4x6 5x8 2x4 5x8 2x4 6-3-0 6-3-0 12-6-0 6-3-0 6-3-0 6-3-0 12-6-0 6-3-0 1-0-06-2-81-0-02-4-1510.00 12 5.00 12 Plate Offsets (X,Y)-- [A:Edge,0-1-10], [C:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.69 0.17 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.03 0.01 (loc) D-E D-E D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 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 5-7-14 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=610/0-3-8 (min. 0-1-8), D=610/0-5-8 (min. 0-1-8) Max HorzF=-133(LC 6) Max UpliftF=-94(LC 8), D=-94(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-943/118, B-C=-941/170, A-F=-652/202, C-D=-651/165 BOT CHORD E-F=-225/364, D-E=-128/257 WEBS B-E=-16/470, A-E=0/397, C-E=-100/456 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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) Bearing at joint(s) F, D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint F and 94 lb uplift at joint D. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job BRETT JENSEN - HEGSTED Truss M01 Truss Type Roof Special Qty 4 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:13 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-622?kFGvE_pOzJhzHD?3WjGFvwWQaODgTjR76pzQzre Scale = 1:63.1 T1 T2 W2 B1 W1 W2 W3 W5 W4 A B C D G F EH I J 2x4 1.5x4 3x6 3x4 3x4 4x8 4x6 9-8-0 9-8-0 14-9-8 5-1-8 4-10-0 4-10-0 9-8-0 4-10-0 14-9-8 5-1-8 4-6-1111-0-08.00 12 Plate Offsets (X,Y)-- [C:0-6-4,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.78 0.57 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.51 0.01 0.01 (loc) F-G F-G E F l/defl >491 >339 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5: 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 D-E, B-F, C-E, B-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=725/Mechanical, G=725/0-5-8 (min. 0-1-8) Max HorzG=260(LC 8) Max UpliftE=-236(LC 8), G=-24(LC 8) Max GravE=763(LC 2), G=778(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-424/58 BOT CHORD G-H=-239/378, H-I=-239/378, F-I=-239/378, F-J=-99/290, E-J=-99/290 WEBS B-F=-168/251, C-F=-127/500, C-E=-682/233, B-G=-565/0 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint E and 24 lb uplift at joint G. 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 BRETT JENSEN - HEGSTED Truss N01 Truss Type Roof Special Qty 6 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:15 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-2RAl9xI9lb35CcrLPe1Xb8MhojCn2MTzx1wEAhzQzrc Scale: 3/16"=1' T1 T2 W4 B1 W2 W3 W1 A B C E D F G 1.5x4 5x6 1.5x4 3x4 3x4 2-2-8 2-2-8 7-4-0 5-1-8 2-2-8 2-2-8 7-4-0 5-1-8 9-6-511-0-08.00 12 Plate Offsets (X,Y)-- [B:0-3-12,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.44 0.51 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.33 -0.00 0.00 (loc) D-E D-E D E l/defl >367 >259 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 7-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-D, B-D, A-E, B-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=352/Mechanical, E=352/0-5-8 (min. 0-1-8) Max HorzE=57(LC 8) Max UpliftD=-125(LC 5), E=-13(LC 4) Max GravD=370(LC 2), E=378(LC 2) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 = 7.5psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint D and 13 lb uplift at joint 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 BRETT JENSEN - HEGSTED Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:17 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-_qIVacJQHDJpRw_kW33?gZR63X?0WHhGOLPLFazQzra Scale = 1:17.5 T1 T2 T1 B1 ST1 A B C D E F G H 3x4 3x4 2x4 2x4 1.5x4 1.5x4 9-0-0 9-0-0 2-6-12 2-6-12 6-5-4 3-10-8 9-0-0 2-6-12 0-4-71-6-91-8-80-1-80-4-70-1-81-5-18.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge], [E:0-2-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.08 0.04 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: 25 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.(lb/size) B=271/7-6-2 (min. 0-1-8), F=271/7-6-2 (min. 0-1-8), H=291/7-6-2 (min. 0-1-8) Max HorzB=-38(LC 6) Max UpliftB=-65(LC 8), F=-65(LC 9), H=-42(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-281/66, E-F=-281/64 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 65 lb uplift at joint B, 65 lb uplift at joint F and 42 lb uplift at joint H. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job BRETT JENSEN - HEGSTED Truss PB02 Truss Type Piggyback Qty 4 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:19 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-xCQG?ILgpqZXhE86eU6TmzWQvLgX_B?YrfuRKTzQzrY Scale = 1:19.2 T1 T1 B1 ST1 A B C D E F 4x4 2x4 2x4 1.5x4 9-0-0 9-0-0 4-6-0 4-6-0 9-0-0 4-6-0 0-4-73-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.24 0.08 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.00 0.00 (loc) E E D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 28 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.(lb/size) B=256/7-6-2 (min. 0-1-8), D=256/7-6-2 (min. 0-1-8), F=321/7-6-2 (min. 0-1-8) Max HorzB=-74(LC 6) Max UpliftB=-69(LC 8), D=-78(LC 9), F=-21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-250/60 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 69 lb uplift at joint B, 78 lb uplift at joint D and 21 lb uplift at joint F. 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 BRETT JENSEN - HEGSTED Truss PB03 Truss Type Piggyback Qty 10 Ply 1 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:21 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-tbX0P_MwLRqFwXIVlv8xrOcmP8M8S5krJzNYOLzQzrW Scale = 1:19.1 T1 T2 W1 B1 ST1 A B C D F E 4x4 1.5x4 1.5x4 2x4 1.5x4 5-1-8 5-1-8 4-6-0 4-6-0 5-1-8 0-7-8 0-4-73-0-00-1-82-5-80-1-88.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.24 0.07 0.04 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: 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 WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-1-8 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) E=-25/4-4-9 (min. 0-1-8), B=225/4-4-9 (min. 0-1-8), F=264/4-4-9 (min. 0-1-8) Max HorzB=106(LC 8) Max UpliftE=-102(LC 3), B=-32(LC 8), F=-42(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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 102 lb uplift at joint E, 32 lb uplift at joint B and 42 lb uplift at joint F. 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 BRETT JENSEN - HEGSTED Truss PB04 Truss Type Piggyback Qty 1 Ply 2 Brett Jensen - Hegsted Job Reference (optional) 8.420 s Nov 10 2020 MiTek Industries, Inc. Thu Apr 14 11:46:22 2022 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHiyN4G3Bw3V4kjqRe_u0IzRDxy-Ln5OdKNY6ly6YhthJcfANc8y_YjpBYB?Yd66wozQzrV Scale = 1:19.2 T1 T1 B1 ST1 A B C D E F 4x4 2x4 2x4 1.5x4 9-0-0 9-0-0 4-6-0 4-6-0 9-0-0 4-6-0 0-4-73-0-00-1-80-4-70-1-88.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.5 0.0 * 7.5 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 0.12 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) E E D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 56 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=256/7-6-2 (min. 0-1-8), D=256/7-6-2 (min. 0-1-8), F=321/7-6-2 (min. 0-1-8) Max HorzB=-74(LC 6) Max UpliftB=-69(LC 8), D=-78(LC 9), F=-21(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-250/60 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) 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) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 69 lb uplift at joint B, 78 lb uplift at joint D and 21 lb uplift at joint F. 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