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HomeMy WebLinkAboutTRUSS SPECS - 20-00096 - 66 Valley View Dr - New SFRJob GIL SHIRLEY - ANDY JOHN~N Truss A01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-0kwL1vJb4ZzN7qXGOTVPudC2s8upeCwWSWUBIYzJ0A? Scale = 1:71.2 T1 T2 W5 B1 W4 W3 W1 W2 W5 W2 W5 W2 W5 W2 W5 W2 W5 W2 T4T3 B3B2B2 A B C D E F G H I J R Q P O N M L K S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL AM AN AO AP AQ AR AS AT AU AV AW AX AY AZ 5x6 2x4 6x8 4x6 3x6 2x4 4x8 3x10 7x10 4x8 5x8 7x10 3x10 5x6 4x12 7x10 4x12 3-0-0 3-0-0 6-0-0 3-0-0 11-8-4 5-8-4 17-6-4 5-10-0 23-4-4 5-10-0 29-2-4 5-10-0 35-0-4 5-10-0 41-0-0 5-11-12 -1-6-0 1-6-0 3-0-0 3-0-0 6-0-0 3-0-0 11-8-4 5-8-4 17-6-4 5-10-0 23-4-4 5-10-0 29-2-4 5-10-0 35-0-4 5-10-0 41-0-0 5-11-12 0- 5 - 1 5 4- 1 0 - 1 4- 1 1 - 1 5 4- 1 0 - 1 9.00 12 Plate Offsets (X,Y)-- [B:0-1-4,0-1-9], [D:0-3-0,0-2-2], [F:0-4-0,0-3-0], [H:0-3-0,0-3-4], [K:Edge,0-4-4], [L:0-5-0,0-4-8], [N:0-5-0,0-4-8], [P:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.45 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.51 0.12 0.31 (loc) N-O N-O K N-O l/defl >999 >947 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 499 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 1 Row at midpt I-K REACTIONS.(lb/size) K=3799/Mechanical, B=3856/0-5-8 (min. 0-2-1) Max HorzB=222(LC 8) Max UpliftK=-1687(LC 5), B=-1519(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5396/2253, C-D=-5444/2369, D-S=-4291/1914, S-T=-4292/1915, E-T=-4297/1916, E-U=-8709/3850, U-V=-8709/3850, V-W=-8709/3850, F-W=-8709/3850, F-X=-8709/3850, X-Y=-8709/3850, Y-Z=-8709/3850, G-Z=-8709/3850, G-AA=-7238/3200, AA-AB=-7238/3200, AB-AC=-7238/3200, H-AC=-7238/3200, H-AD=-7238/3200, AD-AE=-7238/3200, AE-AF=-7238/3200, I-AF=-7238/3200, J-K=-397/253 BOT CHORD B-R=-1785/4055, Q-R=-1785/4055, Q-AJ=-3227/7267, AJ-AK=-3227/7267, P-AK=-3227/7267, P-AL=-3227/7267, AL-AM=-3227/7267, AM-AN=-3227/7267, O-AN=-3227/7267, O-AO=-3862/8740, AO-AP=-3862/8740, AP-AQ=-3862/8740, N-AQ=-3862/8740, N-AR=-3862/8740, AR-AS=-3862/8740, AS-AT=-3862/8740, M-AT=-3862/8740, M-AU=-1939/4375, AU-AV=-1939/4375, AV-AW=-1939/4375, L-AW=-1939/4375, L-AX=-1939/4375, AX-AY=-1939/4375, AY-AZ=-1939/4375, K-AZ=-1939/4375 WEBS C-Q=-324/532, D-Q=-1063/2622, E-Q=-3784/1680, E-P=0/390, E-O=-808/1850, F-O=-945/576, G-N=0/402, G-M=-1892/834, H-M=-908/562, I-M=-1588/3606, I-L=0/421, I-K=-5448/2409 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=1687, B=1519. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss A01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:30 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-0kwL1vJb4ZzN7qXGOTVPudC2s8upeCwWSWUBIYzJ0A? NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 164 lb down and 163 lb up at 6-0-0, 147 lb down and 161 lb up at 8-0-12, 147 lb down and 161 lb up at 10-0-12, 160 lb down and 171 lb up at 12-0-12, 164 lb down and 172 lb up at 14-0-12, 164 lb down and 172 lb up at 16-0-12, 164 lb down and 172 lb up at 18-0-12, 164 lb down and 172 lb up at 20-0-12, 164 lb down and 172 lb up at 22-0-12, 164 lb down and 172 lb up at 24-0-12, 164 lb down and 172 lb up at 26-0-12, 164 lb down and 172 lb up at 28-0-12, 160 lb down and 171 lb up at 30-0-12, 147 lb down and 161 lb up at 32-0-12, 147 lb down and 161 lb up at 34-0-12, 147 lb down and 161 lb up at 36-0-12, and 147 lb down and 161 lb up at 38-0-12, and 152 lb down and 160 lb up at 40-0-12 on top chord, and 394 lb down and 217 lb up at 6-0-0, 63 lb down at 8-0-12, 63 lb down at 10-0-12, 63 lb down at 12-0-12, 66 lb down at 14-0-12, 66 lb down at 16-0-12, 66 lb down at 18-0-12, 66 lb down at 20-0-12, 66 lb down at 22-0-12, 66 lb down at 24-0-12, 66 lb down at 26-0-12, 66 lb down at 28-0-12, 63 lb down at 30-0-12, 63 lb down at 32-0-12, 63 lb down at 34-0-12, 63 lb down at 36-0-12, and 63 lb down at 38-0-12, and 67 lb down at 40-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-J=-84, B-K=-14 Concentrated Loads (lb) Vert: D=-131(B) Q=-394(B) S=-131(B) T=-131(B) U=-156(B) V=-163(B) W=-163(B) X=-163(B) Y=-163(B) Z=-163(B) AA=-163(B) AB=-163(B) AC=-163(B) AD=-156(B) AE=-131(B) AF=-131(B) AG=-131(B) AH=-131(B) AI=-140(B) AJ=-26(B) AK=-26(B) AL=-26(B) AM=-27(B) AN=-27(B) AO=-27(B) AP=-27(B) AQ=-27(B) AR=-27(B) AS=-27(B) AT=-27(B) AU=-26(B) AV=-26(B) AW=-26(B) AX=-26(B) AY=-26(B) AZ=-27(B) Job GIL SHIRLEY - ANDY JOHN~N Truss A02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-UxUjEFKDrt5Ek_6SyA1eQqlBaYB6NiRfhAElq_zJ0A_ Scale = 1:72.2 T1 T2 T3 B1 W5 W3 W2 W1 W1 W2 W3 W4 W5 T2 B1B2B3B2 HW1HW1 A B C D E F G H I J N M L KO P Q R S T 5x6 5x8 5x6 5x6 5x8 1.5x4 3x4 5x8 5x8 3x4 5x8 1.5x4 5x6 8-0-0 8-0-0 16-3-7 8-3-7 24-8-9 8-5-3 33-0-0 8-3-7 41-0-0 8-0-0 -1-6-0 1-6-0 6-8-0 6-8-0 8-0-0 1-4-0 14-2-2 6-2-2 20-6-0 6-3-14 26-9-14 6-3-14 33-0-0 6-2-2 34-4-0 1-4-0 41-0-0 6-8-0 0- 5 - 1 5 6- 4 - 1 6- 5 - 1 5 0- 5 - 1 5 6- 4 - 1 9.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [D:0-3-0,0-2-2], [F:0-4-0,0-3-0], [H:0-3-0,0-2-2], [J:0-0-0,0-1-1], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.63 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.16 0.15 (loc) L-M L-M J L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. WEBS 1 Row at midpt E-N, G-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1991/Mechanical, B=2151/0-5-8 (min. 0-2-5) Max HorzB=177(LC 5) Max UpliftJ=-318(LC 4), B=-336(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2883/506, C-D=-2624/548, D-E=-2046/436, E-F=-3190/663, F-G=-3205/668, G-H=-2097/446, H-I=-2709/563, I-J=-2940/516 BOT CHORD B-N=-481/2119, N-O=-684/3056, O-P=-684/3056, M-P=-684/3056, M-Q=-732/3377, Q-R=-732/3377, L-R=-732/3377, L-S=-621/3080, S-T=-621/3080, K-T=-621/3080, J-K=-334/2191 WEBS C-N=-273/275, D-N=-268/1285, E-N=-1469/410, E-M=-66/506, F-M=-387/160, F-L=-366/157, G-L=-63/488, G-K=-1442/405, H-K=-293/1358, I-K=-344/299 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=318, B=336. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-y726SbLrcAD5M8hfWuYuz2ILJxXF6AHpwqzILQzJ09z Scale = 1:72.2 T1 T2 T4 B1 W5 W4 W3 W1 W2 W1 W2 W1 W3 W4 W5 T3 B1B3B2 HW2 A B C D E F G H I O N M L K J P Q R 5x6 5x6 5x6 5x6 3x6 1.5x4 4x8 6x8 3x4 5x6 5x6 5x6 3x6 1.5x4 6-8-0 6-8-0 10-0-0 3-4-0 16-11-7 6-11-7 24-0-9 7-1-3 31-0-0 6-11-7 34-4-0 3-4-0 41-0-0 6-8-0 -1-6-0 1-6-0 6-8-0 6-8-0 10-0-0 3-4-0 16-11-7 6-11-7 24-0-9 7-1-3 31-0-0 6-11-7 34-4-0 3-4-0 41-0-0 6-8-0 0- 5 - 1 5 7- 1 0 - 1 7- 1 1 - 1 5 0- 5 - 1 5 7- 1 0 - 1 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-1], [D:0-3-0,0-2-2], [E:0-4-0,Edge], [G:0-3-0,0-2-2], [I:0-0-0,0-0-13], [K:0-3-0,0-3-0], [L:0-3-0,0-3-4], [N:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.58 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.13 0.10 (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: 230 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,W4: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-13 oc bracing. WEBS 1 Row at midpt F-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1991/Mechanical, B=2151/0-5-8 (min. 0-2-5) Max HorzB=216(LC 5) Max UpliftI=-270(LC 9), B=-319(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2890/421, C-D=-2528/462, D-E=-2653/514, E-F=-2650/512, F-G=-2665/518, G-H=-2574/470, H-I=-2952/431 BOT CHORD B-O=-452/2121, N-O=-452/2121, N-P=-412/1952, M-P=-412/1952, M-Q=-492/2662, L-Q=-492/2662, L-R=-279/1983, K-R=-279/1983, J-K=-266/2196, I-J=-266/2196 WEBS C-N=-340/229, D-N=-143/450, D-M=-317/1138, E-M=-650/247, F-L=-722/295, G-L=-315/1116, G-K=-158/494, H-K=-412/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=270, B=319. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-QJcUfxMTNULy_IGr4b37WFqYqLtYrdAy9UjsutzJ09y Scale = 1:73.1 T2 T3 T5 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5T1 T4 B1B2B2 HW1HW1 A B C D E F G H I N M L K J O P Q R 5x8 5x6 5x6 5x6 5x6 1.5x4 5x8 5x8 3x4 5x8 3x6 1.5x4 5x6 6-8-0 6-8-0 12-0-0 5-4-0 20-6-0 8-6-0 29-0-0 8-6-0 34-4-0 5-4-0 41-0-0 6-8-0 -1-6-0 1-6-0 6-8-0 6-8-0 12-0-0 5-4-0 17-8-0 5-8-0 23-4-0 5-8-0 29-0-0 5-8-0 34-4-0 5-4-0 41-0-0 6-8-0 0- 5 - 1 5 9- 4 - 1 9- 5 - 1 5 0- 5 - 1 5 9- 4 - 1 9.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [C:0-4-0,0-3-0], [D:0-3-0,0-2-2], [E:0-3-0,0-3-4], [G:0-3-0,0-2-2], [I:0-0-0,0-1-1], [K:0-4-0,0-3-0], [L:0-4-0,0-3-4], [M:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.64 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.38 0.13 0.08 (loc) K-L K-L I I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 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,W4: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-M, E-L, F-L, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1991/Mechanical, B=2151/0-5-8 (min. 0-2-5) Max HorzB=256(LC 5) Max UpliftI=-291(LC 9), B=-339(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2895/387, C-D=-2445/398, D-E=-1831/372, E-F=-2236/350, F-G=-1852/379, G-H=-2476/407, H-I=-2955/407 BOT CHORD B-N=-422/2130, M-N=-423/2129, M-O=-406/2212, O-P=-406/2212, L-P=-406/2212, L-Q=-362/2219, Q-R=-362/2219, K-R=-362/2219, J-K=-207/2204, I-J=-207/2204 WEBS C-M=-418/260, D-M=-125/978, E-M=-852/278, E-L=-46/267, F-L=-63/251, F-K=-832/275, G-K=-130/998, H-K=-482/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=291, B=339. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-uWAstHM58oTpbRr1dJaM2TNiilENa4d6N8SPQJzJ09x Scale = 1:75.2 T2 T3 T4 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6T1 T5 B1B2HW1 A B C D E F G N L K J I H M O P 5x6 5x6 6x8 4x6 7x10 1.5x4 5x8 1.5x4 5x8 3x10 1.5x4 3x4 5x6 5-0-0 5-0-0 5-2-0 0-2-0 6-8-0 1-6-0 14-0-0 7-4-0 20-6-0 6-6-0 27-0-0 6-6-0 34-4-0 7-4-0 41-0-0 6-8-0 6-8-0 6-8-0 14-0-0 7-4-0 20-6-0 6-6-0 27-0-0 6-6-0 34-4-0 7-4-0 41-0-0 6-8-0 0- 5 - 1 5 10 - 1 0 - 1 10 - 1 1 - 1 5 0- 5 - 1 5 10 - 1 0 - 1 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-5], [C:0-3-0,0-2-2], [E:0-3-0,0-2-2], [F:0-4-0,Edge], [G:0-0-0,0-1-1], [I:0-4-0,0-3-0], [K:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.07 0.07 (loc) I-J I-J G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 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: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-N. WEBS 1 Row at midpt D-K, D-I, F-I, B-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-5-8 except (jt=length) G=Mechanical, M=0-3-8. (lb) - Max HorzA=-277(LC 4) Max Uplift All uplift 100 lb or less at joint(s) except A=-210(LC 20), N=-320(LC 8), G=-286(LC 9), M=-129(LC 4) Max Grav All reactions 250 lb or less at joint(s) A except N=1980(LC 1), G=1719(LC 1), M=361(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-180/624, B-C=-1490/274, C-D=-1030/284, D-E=-1384/378, E-F=-1933/370, F-G=-2530/402 BOT CHORD A-N=-399/213, M-N=-170/395, L-M=-170/395, K-L=-168/393, K-O=-223/1428, J-O=-223/1428, J-P=-223/1428, I-P=-223/1428, H-I=-210/1877, G-H=-209/1878 WEBS B-K=-132/876, C-K=-61/366, D-K=-863/233, D-J=0/351, D-I=-353/194, E-I=-59/549, F-I=-613/327, F-H=0/254, B-N=-2210/365 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint A, 320 lb uplift at joint N, 286 lb uplift at joint G and 129 lb uplift at joint M. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A06 Truss Type Hip Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-NikE4dNjv5bgDbQEB05bbgvu?9c0JWYFcoCyylzJ09w Scale = 1:72.4 T2 T3 T4 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6T1 T5 B1B2HW1 A B C D E F G H N M L K J I O P 5x8 5x8 4x6 5x6 6x8 1.5x4 3x10 5x8 1.5x4 5x6 1.5x4 3x4 4x6 5-0-0 5-0-0 6-8-0 1-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 42-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-1], [B:0-4-0,Edge], [C:0-4-8,0-1-12], [E:0-4-8,0-1-12], [F:0-4-0,0-3-4], [G:0-0-0,0-0-5], [J:0-3-0,0-3-0], [L:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.38 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.20 0.06 0.05 (loc) J-K J-K G G-I 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* W5,W6: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-N. WEBS 1 Row at midpt C-L, D-K, F-J, B-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) N=2285/0-5-8 (min. 0-2-7), G=1863/0-5-8 (min. 0-2-0) Max HorzN=-284(LC 4) Max UpliftN=-348(LC 8), G=-324(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-83/545, B-C=-1428/255, C-D=-1460/313, D-E=-1460/313, E-F=-1920/356, F-G=-2446/365 BOT CHORD A-N=-282/145, M-N=-241/431, L-M=-239/430, L-O=-238/1023, K-O=-238/1023, K-P=-142/1382, J-P=-142/1382, I-J=-137/1785, G-I=-137/1786 WEBS B-L=-175/900, C-L=-438/165, C-K=-247/872, D-K=-687/272, E-K=-210/353, E-J=-124/521, F-J=-523/295, B-N=-2152/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint N and 324 lb uplift at joint G. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A07 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-ruHcHyOMgPkXrl?Qljcq7uS3kZwu2zlOrSxWUCzJ09v Scale = 1:71.3 T2 T3 T4 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6T1 T5 B1B2HW1 A B C D E F G M L K J I H N O 5x8 5x8 4x6 5x6 6x8 1.5x4 3x10 5x8 1.5x4 5x6 1.5x4 3x4 5x6 5-0-0 5-0-0 6-8-0 1-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-1], [B:0-4-0,Edge], [C:0-4-8,0-1-12], [E:0-4-8,0-1-12], [F:0-4-0,0-3-4], [G:0-0-0,0-1-1], [I:0-3-0,0-3-0], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.47 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.06 0.07 (loc) I-J I-J G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 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: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: A-M. WEBS 1 Row at midpt C-K, D-J, F-I, B-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=2289/0-5-8 (min. 0-2-7), G=1706/0-5-8 (min. 0-1-13) Max HorzM=266(LC 5) Max UpliftM=-349(LC 8), G=-274(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-83/545, B-C=-1431/256, C-D=-1466/315, D-E=-1466/315, E-F=-1931/361, F-G=-2475/378 BOT CHORD A-M=-282/145, L-M=-252/419, K-L=-250/417, K-N=-249/998, J-N=-249/998, J-O=-153/1389, I-O=-153/1389, H-I=-186/1814, G-H=-185/1815 WEBS B-K=-176/902, C-K=-440/166, C-J=-248/877, D-J=-687/272, E-J=-210/353, E-I=-129/531, F-I=-547/306, B-M=-2156/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint M and 274 lb uplift at joint G. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A08 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-J5r_VIP_RjsOSvacJR73g5?ENyF3nRIY36h31ezJ09u Scale = 1:68.9 T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 T1 T1 B1B2 A B C D E F G L K J I H M N 5x8 5x8 5x8 5x6 5x6 1.5x4 3x10 5x8 1.5x4 5x6 1.5x4 5x6 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-1-1], [B:0-4-0,0-3-4], [C:0-4-8,0-1-12], [E:0-4-8,0-1-12], [F:0-4-0,0-3-4], [G:Edge,0-1-1], [I:0-3-0,0-3-0], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.54 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.12 0.08 (loc) I-J I-J G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 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 3-1-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-K, D-J, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1995/0-5-8 (min. 0-2-2), G=1995/Mechanical Max HorzA=266(LC 7) Max UpliftA=-301(LC 8), G=-303(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2935/421, B-C=-2395/405, C-D=-2039/371, D-E=-2039/371, E-F=-2410/408, F-G=-2969/428 BOT CHORD A-L=-406/2173, K-L=-407/2172, K-M=-311/1760, J-M=-311/1760, J-N=-183/1771, I-N=-183/1771, H-I=-228/2218, G-H=-227/2219 WEBS B-K=-534/305, C-K=-128/523, C-J=-239/679, D-J=-685/271, E-J=-238/664, E-I=-132/545, F-I=-572/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint A and 303 lb uplift at joint G. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A09 Truss Type Roof Special Qty 5 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-nHPNiePcC0_F438os8fIDJXP7MbHWuYhImQdZ4zJ09t Scale = 1:68.9 T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 T1 T1 B1B2 A B C D E F G L K J I H M N 5x8 5x8 5x8 5x6 5x6 1.5x4 3x10 5x8 1.5x4 5x6 1.5x4 5x6 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-1-1], [B:0-4-0,0-3-4], [C:0-4-8,0-1-12], [E:0-4-8,0-1-12], [F:0-4-0,0-3-4], [G:Edge,0-1-1], [I:0-3-0,0-3-0], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.54 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.12 0.08 (loc) J-K J-K G A-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 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 3-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-K, D-J, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=2003/Mechanical, G=2003/Mechanical Max HorzA=266(LC 5) Max UpliftA=-304(LC 8), G=-304(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2982/429, B-C=-2424/409, C-D=-2056/372, D-E=-2056/372, E-F=-2424/410, F-G=-2982/429 BOT CHORD A-L=-411/2230, K-L=-412/2228, K-M=-313/1782, J-M=-313/1782, J-N=-184/1782, I-N=-184/1782, H-I=-229/2228, G-H=-228/2230 WEBS B-K=-571/311, C-K=-132/545, C-J=-239/673, D-J=-685/271, E-J=-239/673, E-I=-132/545, F-I=-572/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 304 lb uplift at joint A and 304 lb uplift at joint G. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss A10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-FTzlw_QEzK66iDj?QsAXlW4avmzGFLrrXQAA5WzJ09s Scale = 1:71.6 T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5T1 T1 B1B2 A B C D E F G H I N M L K J O P 5x8 5x8 5x8 5x6 5x6 1.5x4 3x10 5x8 1.5x4 5x6 1.5x4 5x6 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 -1-6-0 1-6-0 6-8-0 6-8-0 13-4-1 6-8-0 20-6-0 7-1-15 27-7-15 7-1-15 34-4-0 6-8-0 41-0-0 6-8-0 42-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-1], [C:0-4-0,0-3-4], [D:0-4-8,0-1-12], [F:0-4-8,0-1-12], [G:0-4-0,0-3-4], [H:0-0-0,0-1-1], [K:0-3-0,0-3-0], [M:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.42 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.27 0.12 0.07 (loc) L-M L-M H L-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 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 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-M, E-L, G-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2139/0-5-8 (min. 0-2-5), H=2139/0-5-8 (min. 0-2-5) Max HorzB=293(LC 7) Max UpliftB=-350(LC 8), H=-350(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2886/406, C-D=-2364/397, D-E=-2009/364, E-F=-2009/364, F-G=-2364/397, G-H=-2886/406 BOT CHORD B-N=-390/2130, M-N=-391/2128, M-O=-299/1737, L-O=-299/1737, L-P=-171/1737, K-P=-171/1737, J-K=-169/2128, H-J=-169/2130 WEBS C-M=-511/293, D-M=-123/513, D-L=-238/665, E-L=-684/271, F-L=-238/665, F-K=-123/513, G-K=-511/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint B and 350 lb uplift at joint H. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss B01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-jgX77KRskeEyJMIB_ZhmIkdhFAGT_pa_m4vjezzJ09r Scale = 1:67.1 T2 T2 B1 W1 W2 W1 W2 T1 T1 B1B2HW1 HW1 ST10 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 A B C D E F G J IKAQ AR AS AT AU AV H 5x6 2x4 5x6 5x8 5x8 6x8 6x8 5x6 0-3-0 0-3-0 0-11-8 0-8-8 10-0-0 9-0-8 20-0-0 10-0-0 29-0-8 9-0-8 29-9-0 0-8-8 30-0-0 0-3-0 -1-6-0 1-6-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-2-7,0-1-10], [B:0-8-6,0-3-4], [B:0-3-0,0-2-13], [C:0-4-0,Edge], [D:0-2-0,0-0-0], [E:0-4-0,Edge], [F:0-2-7,0-1-10], [F:0-3-0,0-2-13], [F:0-8-6,0-3-4], [I:0-4-0 ,0-3-0], [J:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.55 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.47 0.06 0.06 (loc) I-J I-J F I-J l/defl >981 >703 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 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: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 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 1-0-0 except (jt=length) K=0-3-8, H=0-3-8. (lb) - Max HorzB=289(LC 7) Max Uplift All uplift 100 lb or less at joint(s) K, H except B=-235(LC 8), F=-238(LC 9) Max Grav All reactions 250 lb or less at joint(s) except B=1150(LC 1), F=1150(LC 1), K=486(LC 15), H=482(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2032/352, C-D=-1751/429, D-E=-1752/429, E-F=-2032/353 BOT CHORD B-K=-337/1680, K-AQ=-337/1680, AQ-AR=-337/1680, J-AR=-337/1680, J-AS=-79/1094, AS-AT=-79/1094, I-AT=-79/1094, I-AU=-175/1526, AU-AV=-175/1526, H-AV=-175/1526, F-H=-175/1526 WEBS D-I=-238/808, E-I=-528/334, D-J=-237/807, C-J=-528/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) K, H except (jt=lb) B=235, F=238. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss B02 Truss Type Common Qty 6 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:41 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Bs5VLgSUVxMpxWtNYHC?qx9tAabkjGK8_kfHAPzJ09q Scale = 1:62.7 T2 T2 B1 W1 W2 W1 W2 HW1 HW1 T1 T1 B1B2 A B C D E F G I HJ K L M N O 5x6 5x6 5x8 5x8 7x10 7x10 5x6 0-3-0 0-3-0 10-0-0 9-9-0 20-0-0 10-0-0 29-9-0 9-9-0 30-0-0 0-3-0 -1-6-0 1-6-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-2-7,0-1-10], [B:0-8-6,0-3-4], [B:0-3-0,0-2-13], [F:0-3-0,0-2-13], [F:0-8-6,0-3-4], [F:0-2-7,0-1-10], [H:0-4-0,0-3-4], [I:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.62 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.42 0.06 0.11 (loc) H-I H-I F B-I l/defl >999 >856 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 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=1601/0-3-0 (min. 0-1-11), F=1601/0-3-0 (min. 0-1-11) Max HorzB=-289(LC 6) Max UpliftB=-308(LC 8), F=-308(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2172/375, C-D=-1891/450, D-E=-1891/451, E-F=-2172/375 BOT CHORD B-J=-360/1822, J-K=-360/1822, I-K=-360/1822, I-L=-87/1162, L-M=-87/1162, H-M=-87/1162, H-N=-189/1669, N-O=-189/1669, F-O=-189/1669 WEBS D-H=-256/906, E-H=-584/346, D-I=-256/906, C-I=-584/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=308, F=308. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss B03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:42 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-f2ftY0T6GFUgZgSa5_jEN9i2_zwHSjyHDOOqirzJ09p Scale = 1:62.9 T2 T2 B1 W4 W1 W2 W3 HW2 T1 T1 B3B2 A B C D E F G I HK L J M N O P 5x6 4x4 5x8 7x10 6x8 7x10 4x4 4x8 8-6-8 8-6-8 9-10-8 1-4-0 19-9-0 9-10-8 29-9-0 10-0-0 30-0-0 0-3-0 -1-6-0 1-6-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 31-6-0 1-6-0 0- 4 - 7 10 - 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-2-15,0-1-13], [F:0-0-4,Edge], [F:0-0-15,0-0-0], [H:0-4-0,Edge], [I:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.66 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.50 0.05 0.09 (loc) H-I H-I F F-H l/defl >703 >508 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 140 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4,W3: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1279/0-5-8 (min. 0-1-8), F=1464/0-3-0 (min. 0-1-9), J=458/0-5-8 (min. 0-1-8) Max HorzB=289(LC 7) Max UpliftB=-256(LC 8), F=-297(LC 9), J=-75(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1633/292, C-D=-1402/367, D-E=-1667/420, E-F=-1934/357 BOT CHORD B-K=-284/1398, K-L=-284/1398, J-L=-284/1398, I-J=-284/1398, I-M=-52/967, M-N=-52/967, H-N=-52/967, H-O=-158/1472, O-P=-158/1472, F-P=-158/1472 WEBS C-I=-567/342, D-I=-177/446, D-H=-247/917, E-H=-583/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) J except (jt=lb) B=256, F=297. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss B04 Truss Type MONOPITCH GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:43 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-8FDGlMTl0ZcXBq1mfiETwMFM_NJDB7tQS28NEIzJ09o Scale = 1:36.9 T1 W1 B1 W3 W2 A B C E D F G H 5x6 1.5x4 5x6 5x8 3x10 4-6-0 4-6-0 9-0-0 4-6-0 4-6-0 4-6-0 9-0-0 4-6-0 0- 4 - 7 6- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [E:0-6-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.49 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.01 0.02 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 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. REACTIONS.(lb/size) A=5555/0-5-8 (min. 0-2-15), D=5245/0-5-8 (min. 0-2-13) Max HorzA=237(LC 23) Max UpliftA=-826(LC 8), D=-937(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-4837/661 BOT CHORD A-F=-729/3954, E-F=-729/3954, E-G=-729/3954, G-H=-729/3954, D-H=-729/3954 WEBS B-E=-719/4877, B-D=-4747/875 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: 2x8 - 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 7-10; 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) 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) A=826, D=937. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1994 lb down and 312 lb up at 0-2-12, 1989 lb down and 318 lb up at 2-5-4, 1989 lb down and 318 lb up at 4-5-4, and 1989 lb down and 318 lb up at 6-5-4, and 1993 lb down and 314 lb up at 8-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, A-D=-14 Concentrated Loads (lb) Vert: A=-1994(F) E=-1989(F) F=-1989(F) G=-1989(F) H=-1993(F) Job GIL SHIRLEY - ANDY JOHN~N Truss C01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:44 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-cRmeziUNnskOo_cyDPmiSanT1nYrwgUahitxnkzJ09n Scale = 1:63.0 T1 T3 T1 B1 W4 B2 B1 W1 W4 W6 W5 W5 W6 T2 T2 W3 W3 W2 ST7 ST7 ST6 ST5 ST3 ST4ST2 ST1 ST6 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I J K L P O N M Q R 12x12 8x12 8x12 12x12 4x6 8x12 7x10 4x6 3x6 3x6 7x10 8x12 4x4 3x6 3x6 3x6 3x6 3x6 3x6 13-8-0 7- 1 - 1 4 4-0-2 4-0-2 8-2-0 4-1-14 21-10-0 13-8-0 25-11-14 4-1-14 30-0-0 4-0-2 -1-6-0 1-6-0 4-0-2 4-0-2 8-2-0 4-1-14 13-4-1 5-2-1 16-7-15 3-3-14 21-10-0 5-2-1 25-11-14 4-1-14 30-0-0 4-0-2 31-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-5], [D:0-8-13,Edge], [F:0-2-2,Edge], [G:0-8-8,0-1-12], [I:0-8-13,Edge], [K:0-0-0,0-0-5], [W:0-2-9,0-0-12], [AA:0-3-0,0-0-11], [AH:0-3-0,0-0-7], [AK:0-3-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.91 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.59 0.06 0.11 (loc) N-O N-O K O-P l/defl >904 >605 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W1: 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 4-0-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-10-3 oc bracing: N-O. JOINTS 1 Brace at Jt(s): Q, R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1807/0-5-8 (min. 0-2-1), K=1807/0-5-8 (min. 0-2-1) Max HorzB=-289(LC 6) Max UpliftB=-169(LC 8), K=-169(LC 9) Max GravB=1958(LC 16), K=1958(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2678/143, C-D=-2483/103, D-E=-1783/214, E-F=-299/176, F-G=-169/354, G-H=-309/168, H-I=-1785/216, I-J=-2483/107, J-K=-2679/144 BOT CHORD B-P=-198/2226, O-P=-197/2236, N-O=0/1892, M-N=-3/2038, K-M=-4/2026 WEBS D-O=0/1093, E-Q=-2136/225, Q-R=-2111/226, H-R=-2129/227, I-N=0/1091, C-O=-539/265, J-N=-538/269, F-Q=-86/300, G-Q=-330/312 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 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) Ceiling dead load (5.0 psf) on member(s). D-E, H-I, E-Q, Q-R, H-R 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-O 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=169, K=169. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss C02 Truss Type Common Qty 5 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:45 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-4dK0A1V?YAsFQ8B9n6Hx?nKenBu?f7jjvMdUJAzJ09m Scale = 1:61.6 T2 T3 T2 B1 W4 B2 W4 B1 W1 T1 T1W6W5W6W5 W3 W3 W2 A B C D E F G H I J K L P O N M Q R 12x12 8x12 8x12 12x12 4x6 8x12 7x10 7x10 8x12 4x6 3x6 3x6 1.5x4 1.5x4 4x4 1.5x4 7- 1 - 1 4 13-8-0 4-1-0 4-1-0 8-2-0 4-1-0 21-10-0 13-8-0 25-11-0 4-1-0 30-0-0 4-1-0 -1-6-0 1-6-0 4-1-0 4-1-0 8-2-0 4-1-0 13-4-1 5-2-1 16-7-15 3-3-14 21-10-0 5-2-1 25-11-0 4-1-0 30-0-0 4-1-0 31-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-5], [D:0-8-13,Edge], [F:0-2-2,Edge], [G:0-8-8,0-1-12], [I:0-8-13,Edge], [K:0-0-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.92 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.59 0.06 0.11 (loc) N-O N-O K O-P l/defl >905 >606 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 236 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. JOINTS 1 Brace at Jt(s): Q, R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1807/0-5-8 (min. 0-2-1), K=1807/0-5-8 (min. 0-2-1) Max HorzB=-289(LC 6) Max UpliftB=-169(LC 8), K=-169(LC 9) Max GravB=1958(LC 16), K=1958(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2679/142, C-D=-2486/103, D-E=-1782/213, E-F=-301/175, F-G=-171/352, G-H=-311/167, H-I=-1785/216, I-J=-2486/107, J-K=-2679/143 BOT CHORD B-P=-197/2226, O-P=-196/2236, N-O=0/1891, M-N=-1/2038, K-M=-3/2027 WEBS D-O=0/1107, I-N=0/1105, E-Q=-2132/224, Q-R=-2107/225, H-R=-2125/226, C-O=-546/267, J-N=-545/271, F-Q=-86/300, G-Q=-329/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). D-E, H-I, E-Q, Q-R, H-R 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=169, K=169. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss C03 Truss Type COMMON GIRDER Qty 2 Ply 4 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:46 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YpuOONWdJU_62HmLKqoAX?tkybJeOWwt80M2rczJ09l Scale = 1:68.2 T2 T3 T4 B1 W4 B2 W4 W6 W7 B1 W1 T1 T5 W3 W3 W2 W7 W5 A B C D E F G H I J K L P O N M Q R S T U V W X Y Z AA AB 8x12 8x12 5x8 12x12 6x12 12x12 6x12 8x12 3x6 5x8 4x6 4x6 4x4 1.5x4 8x12 3x6 13-8-07- 1 - 1 4 5-2-12 5-2-12 8-2-0 2-11-4 21-10-0 13-8-0 24-9-4 2-11-4 30-0-0 5-2-12 -1-6-0 1-6-0 5-2-12 5-2-12 8-2-0 2-11-4 13-4-1 5-2-1 16-7-15 3-3-14 21-10-0 5-2-1 24-9-4 2-11-4 30-0-0 5-2-12 31-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [D:0-9-7,Edge], [E:Edge,0-2-4], [F:0-9-8,0-3-8], [G:0-9-8,0-3-8], [H:Edge,0-2-4], [I:0-9-7,Edge], [N:0-3-8,0-8-8], [O:0-3-8,0-8-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.57 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.52 0.05 0.02 (loc) N-O N-O K O l/defl >999 >683 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 1054 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS T1,T5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): Q, R REACTIONS.(lb/size) B=13044/0-5-8 (min. 0-3-8), K=13041/0-5-8 (min. 0-3-8) Max HorzB=288(LC 7) Max GravB=13078(LC 2), K=13075(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-S=-17336/0, S-T=-16726/0, C-T=-16320/0, C-U=-16793/0, D-U=-16270/0, D-V=-10239/0, E-V=-9009/0, E-F=0/2166, F-G=0/3507, G-H=0/2036, H-W=-8983/0, I-W=-10223/0, I-X=-16360/0, J-X=-16901/0, J-Y=-16397/0, Y-Z=-16826/0, K-Z=-17400/0 BOT CHORD B-AA=0/13761, P-AA=0/13761, O-P=0/13843, N-O=0/11047, M-N=0/13797, M-AB=0/13704, K-AB=0/13704 WEBS D-O=0/10253, I-N=0/10431, J-N=-5768/0, J-M=-1329/0, E-Q=-14516/0, Q-R=-14217/0, H-R=-14324/0, F-Q=0/1156, G-R=0/1035, G-Q=-441/17, C-P=-1345/0, C-O=-5551/0 NOTES- 1) 4-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, 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). D-E, H-I, E-Q, Q-R, H-R 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-O 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss C03 Truss Type COMMON GIRDER Qty 2 Ply 4 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:46 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YpuOONWdJU_62HmLKqoAX?tkybJeOWwt80M2rczJ09l NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1594 lb down at 1-7-8, and 1594 lb down at 28-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-84, D-E=-94, E-F=-84, F-G=-84, G-H=-84, H-W=-94, L-Z=-84, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1594(F) AB=-1594(F) Trapezoidal Loads (plf) Vert: S=-186-to-D=-88, W=-94-to-I=-115, I=-105-to-Z=-186 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-67, D-E=-77, E-F=-66, F-G=-66, G-H=-67, H-W=-77, L-Z=-66, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1500(F) AB=-1500(F) Trapezoidal Loads (plf) Vert: S=-168-to-D=-70, W=-77-to-I=-97, I=-87-to-Z=-168 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-S=-14, D-E=-24, E-F=-14, F-G=-14, G-H=-14, H-W=-24, L-Z=-14, B-K=-354(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1327(F) AB=-1327(F) Trapezoidal Loads (plf) Vert: S=-116-to-D=-18, W=-24-to-I=-45, I=-35-to-Z=-116 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=2, B-S=-11, D-E=-17, E-F=-11, F-G=32, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-11, B-F=3, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-113-to-D=-15, W=9-to-I=-12, I=-6-to-Z=-87 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=32, G-H=-11, H-W=-17, K-Z=-11, K-L=2, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=-3, K-L=11 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=-17-to-I=-38, I=-32-to-Z=-113 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-23, B-S=-29, D-E=-39, E-F=-29, F-G=15, G-H=-3, H-W=-13, K-Z=-3, K-L=3, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=9, B-F=15, G-K=11, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-131-to-D=-32, W=-13-to-I=-33, I=-23-to-Z=-105 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, B-S=-3, D-E=-13, E-F=-3, F-G=15, G-H=-29, H-W=-39, K-Z=-29, K-L=-23, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-17, B-F=-11, G-K=-15, K-L=-9 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-105-to-D=-6, W=-39-to-I=-60, I=-50-to-Z=-131 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=27, B-S=32, D-E=26, E-F=32, F-G=15, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-35, B-F=-41, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-70-to-D=29, W=9-to-I=-12, I=-6-to-Z=-87 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=15, G-H=32, H-W=26, K-Z=32, K-L=27, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=41, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=26-to-I=6, I=12-to-Z=-70 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job GIL SHIRLEY - ANDY JOHN~N Truss C03 Truss Type COMMON GIRDER Qty 2 Ply 4 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:46 2020 Page 3 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YpuOONWdJU_62HmLKqoAX?tkybJeOWwt80M2rczJ09l LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=27, B-S=32, D-E=26, E-F=32, F-G=15, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-35, B-F=-41, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-70-to-D=29, W=9-to-I=-12, I=-6-to-Z=-87 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=15, G-H=32, H-W=26, K-Z=32, K-L=27, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=41, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1161(F) AB=-1161(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=26-to-I=6, I=12-to-Z=-70 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=21, B-S=15, D-E=5, E-F=15, F-G=-3, G-H=-3, H-W=-13, K-Z=-3, K-L=3, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-35, B-F=-29, G-K=11, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=12, W=-13-to-I=-33, I=-23-to-Z=-105 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, B-S=-3, D-E=-13, E-F=-3, F-G=-3, G-H=15, H-W=5, K-Z=15, K-L=21, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-17, B-F=-11, G-K=29, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-105-to-D=-6, W=5-to-I=-16, I=-6-to-Z=-87 14) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-S=-14, D-E=-24, E-F=-14, F-G=-14, G-H=-14, H-W=-24, L-Z=-14, B-O=-334(B=-320), N-O=-434(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1216(F) AB=-1216(F) Trapezoidal Loads (plf) Vert: S=-116-to-D=-18, W=-24-to-I=-45, I=-35-to-Z=-116 15) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: A-S=-14, D-E=-24, E-F=-14, F-G=-14, G-H=-14, H-W=-24, L-Z=-14, B-O=-334(B=-320), N-O=-434(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1216(F) AB=-1216(F) Trapezoidal Loads (plf) Vert: S=-116-to-D=-18, W=-24-to-I=-45, I=-35-to-Z=-116 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-73, B-S=-78, D-E=-88, E-F=-78, F-G=-45, G-H=-58, H-W=-68, K-Z=-58, K-L=-54, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=7, B-F=11, G-K=9, K-L=13 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-180-to-D=-81, W=-68-to-I=-89, I=-79-to-Z=-160 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-54, B-S=-58, D-E=-68, E-F=-58, F-G=-45, G-H=-78, H-W=-88, K-Z=-78, K-L=-73, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-13, B-F=-9, G-K=-11, K-L=-7 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-160-to-D=-61, W=-88-to-I=-108, I=-98-to-Z=-180 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-40, B-S=-45, D-E=-55, E-F=-45, F-G=-58, G-H=-58, H-W=-68, K-Z=-58, K-L=-54, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-26, B-F=-22, G-K=9, K-L=13 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-147-to-D=-48, W=-68-to-I=-89, I=-79-to-Z=-160 19) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job GIL SHIRLEY - ANDY JOHN~N Truss C03 Truss Type COMMON GIRDER Qty 2 Ply 4 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:46 2020 Page 4 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YpuOONWdJU_62HmLKqoAX?tkybJeOWwt80M2rczJ09l LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-B=-54, B-S=-58, D-E=-68, E-F=-58, F-G=-58, G-H=-45, H-W=-55, K-Z=-45, K-L=-40, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-13, B-F=-9, G-K=22, K-L=26 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1156(F) AB=-1156(F) Trapezoidal Loads (plf) Vert: S=-160-to-D=-61, W=-55-to-I=-76, I=-66-to-Z=-147 20) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-84, D-E=-94, E-F=-84, F-G=-84, G-H=-14, H-W=-24, L-Z=-14, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1594(F) AB=-1594(F) Trapezoidal Loads (plf) Vert: S=-186-to-D=-88, W=-24-to-I=-45, I=-35-to-Z=-116 21) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-14, D-E=-24, E-F=-14, F-G=-84, G-H=-84, H-W=-94, L-Z=-84, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1594(F) AB=-1594(F) Trapezoidal Loads (plf) Vert: S=-116-to-D=-18, W=-94-to-I=-115, I=-105-to-Z=-186 22) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-67, D-E=-77, E-F=-66, F-G=-66, G-H=-14, H-W=-24, L-Z=-14, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1500(F) AB=-1500(F) Trapezoidal Loads (plf) Vert: S=-168-to-D=-70, W=-24-to-I=-45, I=-35-to-Z=-116 23) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-S=-14, D-E=-24, E-F=-14, F-G=-66, G-H=-67, H-W=-77, L-Z=-66, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1500(F) AB=-1500(F) Trapezoidal Loads (plf) Vert: S=-116-to-D=-18, W=-77-to-I=-97, I=-87-to-Z=-168 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=2, B-S=-11, D-E=-17, E-F=-11, F-G=32, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-11, B-F=3, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-113-to-D=-15, W=9-to-I=-12, I=-6-to-Z=-87 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=32, G-H=-11, H-W=-17, K-Z=-11, K-L=2, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=-3, K-L=11 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=-17-to-I=-38, I=-32-to-Z=-113 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-23, B-S=-29, D-E=-39, E-F=-29, F-G=15, G-H=-3, H-W=-13, K-Z=-3, K-L=3, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=9, B-F=15, G-K=11, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1172(F) AB=-1172(F) Trapezoidal Loads (plf) Vert: S=-131-to-D=-32, W=-13-to-I=-33, I=-23-to-Z=-105 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, B-S=-3, D-E=-13, E-F=-3, F-G=15, G-H=-29, H-W=-39, K-Z=-29, K-L=-23, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-17, B-F=-11, G-K=-15, K-L=-9 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1172(F) AB=-1172(F) Trapezoidal Loads (plf) Vert: S=-105-to-D=-6, W=-39-to-I=-60, I=-50-to-Z=-131 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=27, B-S=32, D-E=26, E-F=32, F-G=15, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-35, B-F=-41, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-70-to-D=29, W=9-to-I=-12, I=-6-to-Z=-87 Continued on page 5 Job GIL SHIRLEY - ANDY JOHN~N Truss C03 Truss Type COMMON GIRDER Qty 2 Ply 4 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:46 2020 Page 5 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YpuOONWdJU_62HmLKqoAX?tkybJeOWwt80M2rczJ09l LOAD CASE(S) Standard 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=15, G-H=32, H-W=26, K-Z=32, K-L=27, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=41, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=26-to-I=6, I=12-to-Z=-70 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=27, B-S=32, D-E=26, E-F=32, F-G=15, G-H=15, H-W=9, K-Z=15, K-L=9, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-35, B-F=-41, G-K=23, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-70-to-D=29, W=9-to-I=-12, I=-6-to-Z=-87 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=9, B-S=15, D-E=9, E-F=15, F-G=15, G-H=32, H-W=26, K-Z=32, K-L=27, B-O=-328(B=-320), N-O=-340(B=-320), K-N=-328(B=-320), E-H=-6 Horz: A-B=-17, B-F=-23, G-K=41, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1178(F) AB=-1178(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=11, W=26-to-I=6, I=12-to-Z=-70 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=21, B-S=15, D-E=5, E-F=15, F-G=-3, G-H=-3, H-W=-13, K-Z=-3, K-L=3, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-35, B-F=-29, G-K=11, K-L=17 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1172(F) AB=-1172(F) Trapezoidal Loads (plf) Vert: S=-87-to-D=12, W=-13-to-I=-33, I=-23-to-Z=-105 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=3, B-S=-3, D-E=-13, E-F=-3, F-G=-3, G-H=15, H-W=5, K-Z=15, K-L=21, B-O=-334(B=-320), N-O=-354(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-17, B-F=-11, G-K=29, K-L=35 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1172(F) AB=-1172(F) Trapezoidal Loads (plf) Vert: S=-105-to-D=-6, W=5-to-I=-16, I=-6-to-Z=-87 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-73, B-S=-78, D-E=-88, E-F=-78, F-G=-45, G-H=-58, H-W=-68, K-Z=-58, K-L=-54, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=7, B-F=11, G-K=9, K-L=13 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1396(F) AB=-1396(F) Trapezoidal Loads (plf) Vert: S=-180-to-D=-81, W=-68-to-I=-89, I=-79-to-Z=-160 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-54, B-S=-58, D-E=-68, E-F=-58, F-G=-45, G-H=-78, H-W=-88, K-Z=-78, K-L=-73, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-13, B-F=-9, G-K=-11, K-L=-7 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1396(F) AB=-1396(F) Trapezoidal Loads (plf) Vert: S=-160-to-D=-61, W=-88-to-I=-108, I=-98-to-Z=-180 36) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-40, B-S=-45, D-E=-55, E-F=-45, F-G=-58, G-H=-58, H-W=-68, K-Z=-58, K-L=-54, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-26, B-F=-22, G-K=9, K-L=13 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1396(F) AB=-1396(F) Trapezoidal Loads (plf) Vert: S=-147-to-D=-48, W=-68-to-I=-89, I=-79-to-Z=-160 37) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-B=-54, B-S=-58, D-E=-68, E-F=-58, F-G=-58, G-H=-45, H-W=-55, K-Z=-45, K-L=-40, B-O=-334(B=-320), N-O=-414(B=-320), K-N=-334(B=-320), E-H=-10 Horz: A-B=-13, B-F=-9, G-K=22, K-L=26 Concentrated Loads (lb) Vert: J=-676 C=-676 S=-676 T=-676 U=-676 V=-1842 W=-1842 X=-676 Y=-676 Z=-676 AA=-1396(F) AB=-1396(F) Trapezoidal Loads (plf) Vert: S=-160-to-D=-61, W=-55-to-I=-76, I=-66-to-Z=-147 Job GIL SHIRLEY - ANDY JOHN~N Truss C04 Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:47 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-00SmbjWF4n6zfRLXuXJP4CPxU_dV70Q0Nf6bN3zJ09k Scale = 1:61.6 T2 T3 T2 B1 W6 W5 W4 B2 W4 W5 W6 B1 W1 T1 T1 W3 W2 W3 A B C D E F G H I J K L P O N M Q R S 12x12 8x12 8x12 12x12 5x8 12x12 3x6 7x10 12x12 7x10 3x6 5x8 3x10 3x10 4x4 1.5x4 13-8-0 7- 1 - 1 4 4-1-0 4-1-0 8-2-0 4-1-0 21-10-0 13-8-0 25-11-0 4-1-0 30-0-0 4-1-0 -1-6-0 1-6-0 4-1-0 4-1-0 8-2-0 4-1-0 13-4-1 5-2-1 16-7-15 3-3-14 21-10-0 5-2-1 25-11-0 4-1-0 30-0-0 4-1-0 31-6-0 1-6-0 0- 5 - 1 5 10 - 6 - 0 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-1-6], [D:0-8-13,Edge], [F:0-2-2,Edge], [G:0-8-8,0-1-12], [I:0-8-13,Edge], [K:0-4-0,0-1-6], [N:0-3-8,Edge], [O:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 8-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.66 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.51 0.04 0.12 (loc) N-O N-O K N-O l/defl >999 >689 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 807 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD 6-0-0 oc bracing (Switched from sheeted: Spacing > 2-0-0). Except: 6-0-0 oc bracing: B-F, G-K 10-0-0 oc bracing: A-B, K-L BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): F, G, Q, R REACTIONS.(lb/size) B=7421/0-5-8 (min. 0-2-13), K=7944/0-5-8 (min. 0-2-15) Max HorzB=1156(LC 7) Max UpliftB=-752(LC 8), K=-975(LC 9) Max GravB=7993(LC 34), K=8300(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=0/349, B-C=-10547/690, C-D=-11263/526, D-E=-7864/862, E-F=-1057/873, F-G=-212/1694, G-H=-1082/839, H-I=-7781/816, I-J=-11410/604, J-K=-11306/1134, K-L=0/349 BOT CHORD B-P=-885/9028, O-P=-868/9131, N-O=0/8381, N-S=-428/8958, M-S=-428/8958, K-M=-464/8870 WEBS C-P=-2754/229, C-O=-1727/1255, D-O=0/5090, I-N=0/5358, J-N=-2708/1543, J-M=-2777/341, E-Q=-9642/930, Q-R=-9423/856, H-R=-9503/858, F-Q=-223/1136, G-Q=-1067/666, G-R=0/792 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) The Fabrication Tolerance at joint O = 8%, joint N = 8% 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) Ceiling dead load (5.0 psf) on member(s). D-E, H-I, E-Q, Q-R, H-R 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-O 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=752, K=975. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss C04 Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:47 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-00SmbjWF4n6zfRLXuXJP4CPxU_dV70Q0Nf6bN3zJ09k NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 881 lb down and 432 lb up at 23-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-336, D-E=-376, E-F=-336, F-G=-336, G-H=-336, H-I=-376, I-L=-336, B-O=-56, N-O=-136, K-N=-56, E-H=-40 Concentrated Loads (lb) Vert: S=-881(B) Job GIL SHIRLEY - ANDY JOHN~N Truss D01 Truss Type ATTIC GIRDER Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-UC09p3Xtr5EqHbvjSFqedQy4oO1nsMTAbJr8wVzJ09j Scale = 1:62.2 W11 T1 T2 T3 W5 B1 W13 W11 W12 W11 W7 B2 B3 W5 W6 W5 W6 W1 W8 W9 W10 W2 W3 W4 A B C D E F G H I J S R Q P O M L K V TU N W X 3x6 1.5x4 12x12 8x12 1.5x4 3x4 3x10 1.5x4 3x4 3x6 3x10 8x12 3x4 3x4 3x6 1.5x4 8x12 5x6 4x4 4x4 2x4 1.5x4 8-2-0 7- 1 - 1 4 3-2-8 3-2-8 6-8-8 3-6-0 7-9-4 1-0-12 9-0-0 1-2-12 13-7-4 4-7-4 13-10-9 0-3-5 17-2-0 3-3-7 21-4-4 4-2-4 25-6-8 4-2-4 3-2-8 3-2-8 6-8-8 3-6-0 7-9-4 1-0-12 9-0-0 1-2-12 10-7-12 1-7-12 11-11-2 1-3-7 13-10-9 1-11-7 17-2-0 3-3-7 21-4-4 4-2-4 25-6-8 4-2-4 4- 1 1 - 9 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [C:0-2-8,Edge], [G:0-9-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 5-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.40 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) K-L K-L K O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 259 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD 6-0-0 oc bracing, except end verticals (Switched from sheeted: Spacing > 2-0-0). Except: 6-0-0 oc bracing: A-C, G-J BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt J-K, H-L, I-L, I-K JOINTS 1 Brace at Jt(s): A, C, G, J, T, U, V REACTIONS.All bearings 12-2-12 except (jt=length) S=Mechanical, P=0-5-8, N=0-3-8. (lb) - Max HorzS=557(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except S=-292(LC 4), K=-320(LC 5), M=-133(LC 4), L=-280(LC 5), P=-718(LC 8) Max Grav All reactions 250 lb or less at joint(s) except S=1021(LC 1), K=920(LC 1), M=903(LC 18), L=1256(LC 1), P=2405(LC 1), N=1491(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-S=-257/98, B-C=-421/194, C-D=-488/259, D-E=-688/76, E-F=-1137/96, F-G=-1103/203, G-H=-963/338, J-K=-350/134 BOT CHORD R-S=-460/480, Q-R=-460/480, P-Q=-184/340, N-O=-217/476, M-N=-220/484, M-W=-209/481, L-W=-211/477 WEBS B-S=-857/263, B-R=0/310, B-Q=-281/462, C-Q=-233/273, E-O=-1068/490, M-V=-473/235, T-V=-452/244, H-T=-415/263, H-L=-734/321, I-L=-428/288, I-K=-549/247, F-U=-139/493, D-O=-226/1053, D-P=-1637/479, C-P=-352/168, G-U=-290/171, H-U=-156/558 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Ceiling dead load (5.0 psf) on member(s). E-F, F-U, T-U 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. N-O, M-N 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 292 lb uplift at joint S, 320 lb uplift at joint K, 133 lb uplift at joint M, 280 lb uplift at joint L and 718 lb uplift at joint P. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss E01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:49 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-yOaX0PYWcPMhvlUw0yLt9dVNBoKqbyUJqzbiSxzJ09i Scale = 1:60.9 T2 T2 B1 W7 W5 W3 W4 W6 W7 B2 B3 W1 W2 T1 T1 ST2 ST1 ST3 ST1 A B C D E F G H I J K S R P O M L T Q AA AB AC AD N 12x12 8x12 12x12 3x4 8x12 3x6 3x6 8x12 3x4 3x6 3x6 3x6 3x6 8-2-0 7- 1 - 1 4 4-2-12 4-2-12 7-8-0 3-5-4 8-5-8 0-9-8 12-6-0 4-0-8 16-7-8 4-1-8 17-4-0 0-8-8 20-9-4 3-5-4 25-0-0 4-2-12 -1-6-0 1-6-0 4-2-12 4-2-12 8-5-8 4-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 26-6-0 1-6-0 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.20 0.60 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.01 -0.01 (loc) O-P O-P J O-P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 203 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS *Except* T1: 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 *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W4,W1: 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 7-11-8 except (jt=length) Q=0-3-8, N=0-3-8. (lb) - Max HorzB=-268(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, R, M, J, S, L except P=-195(LC 8), O=-169(LC 9), Q=-513(LC 34), N=-636(LC 37) Max Grav All reactions 250 lb or less at joint(s) S, L, Q, N except B=452(LC 1), P=1351(LC 34), R=482(LC 1), O=1464(LC 35), M=477(LC 1), J=453(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-357/119, C-D=-405/98, D-E=-436/138, E-F=-255/38, F-G=-253/48, G-H=-439/119, H-I=-403/67, I-J=-329/35 BOT CHORD Q-R=-89/260, P-Q=-83/353, P-AA=-54/323, AA-AB=-54/323, AB-AC=-54/323, AC-AD=-54/323, O-AD=-54/323, N-O=0/341 WEBS C-R=-441/95, D-P=-393/158, H-O=-392/137, I-M=-437/53 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-T, G-T 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. O-P 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, R, M, J, S, L except (jt=lb) P=195, O=169, Q=513, N=636. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 28 lb up at 9-6-12, 42 lb down and 28 lb up at 11-6-12, and 42 lb down and 28 lb up at 13-5-4, and 42 lb down and 28 lb up at 15-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss E01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:50 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Qb8vElZ8NiUYWv36Zgs6ir1YxCg3KPkS3dKF_OzJ09h NOTES- 13) Attic room checked for L/360 deflection. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-E=-94, E-F=-84, F-G=-84, G-H=-94, H-K=-84, B-P=-14, O-P=-34, J-O=-14, E-G=-10 Concentrated Loads (lb) Vert: AA=-15(F) AB=-15(F) AC=-15(F) AD=-15(F) Job GIL SHIRLEY - ANDY JOHN~N Truss E02 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Qb8vElZ8NiUYWv36Zgs6ir1YHCl6KM3S3dKF_OzJ09h Scale = 1:59.7 T2 T2 B1 W7 W5 W3 B2 B3 W4 W6 W7 W1 W2 T1 T1 A B C D E F G H I J K O N M L P 12x12 8x12 12x12 4x4 8x12 2x4 3x6 4x4 3x6 8x12 2x4 3x6 3x6 3x6 8-2-0 7- 1 - 1 4 4-2-12 4-2-12 8-5-8 4-2-12 16-7-8 8-2-0 20-9-4 4-1-12 25-0-0 4-2-12 -1-6-0 1-6-0 4-2-12 4-2-12 8-5-8 4-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 26-6-0 1-6-0 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 Plate Offsets (X,Y)-- [M:0-6-0,Edge], [N:0-6-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.24 0.28 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.03 0.05 (loc) M-N M-N J N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 201 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS *Except* T1: 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 *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-11 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=1480/0-5-8 (min. 0-1-10), J=1480/0-5-8 (min. 0-1-10) Max HorzB=-268(LC 6) Max UpliftB=-186(LC 8), J=-185(LC 9) Max GravB=1533(LC 16), J=1535(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2026/163, C-D=-1805/161, D-E=-1269/210, E-F=-46/337, F-G=-47/334, G-H=-1278/211, H-I=-1812/163, I-J=-2032/164 BOT CHORD B-O=-197/1712, N-O=-197/1715, M-N=-2/1385, L-M=-36/1541, J-L=-34/1535 WEBS C-N=-501/246, D-N=0/738, H-M=0/739, I-M=-506/251, E-P=-1844/254, G-P=-1844/254, F-P=-46/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-P, G-P 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. M-N 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=186, J=185. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss E03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:51 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-vnhHR5am80cP83eI7NOLE2aihc473oQcIH4pWqzJ09g Scale = 1:59.7 T2 T3 B1 W7 W5 W3 B2 B3 W4 W6 W7 W1 W2 T1 T2 A B C D E F G H I J N M L K O 12x12 8x12 12x12 4x4 4x4 8x12 1.5x4 3x6 3x6 8x12 1.5x4 3x6 3x6 3x6 8-2-07- 1 - 1 4 4-2-12 4-2-12 8-5-8 4-2-12 16-7-8 8-2-0 20-9-4 4-1-12 25-0-0 4-2-12 -1-6-0 1-6-0 4-2-12 4-2-12 8-5-8 4-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 Plate Offsets (X,Y)-- [B:0-1-4,0-1-9], [J:0-0-0,0-0-9] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.36 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.04 0.06 (loc) L-M L-M J K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS *Except* T3,T1: 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 *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-11 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) J=1322/0-5-8 (min. 0-1-8), B=1485/0-5-8 (min. 0-1-10) Max HorzB=259(LC 5) Max UpliftJ=-134(LC 9), B=-186(LC 8) Max GravJ=1397(LC 17), B=1535(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2026/159, C-D=-1778/165, D-E=-1270/226, E-F=-56/338, F-G=-59/341, G-H=-1273/224, H-I=-1789/166, I-J=-2072/181 BOT CHORD B-N=-212/1683, M-N=-214/1685, L-M=-26/1357, K-L=-72/1548, J-K=-71/1548 WEBS C-M=-487/239, D-M=-31/744, H-L=-41/771, I-L=-545/268, E-O=-1823/266, G-O=-1823/266, F-O=-49/433 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-O, G-O 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=134, B=186. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss E04 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-NzFfeRaOvKlGmCDVh5vanG7tI?QEoFXlWxpM3GzJ09f Scale = 1:59.7 T2 T3 B1 W7 W5 W3 B2 B3 W4 W6 W7 W1 W2 T1 T2 A B C D E F G H I J N M L K O 12x12 8x12 12x12 4x4 4x4 8x12 1.5x4 3x6 3x6 8x12 1.5x4 3x6 3x6 3x6 8-2-0 7- 1 - 1 4 4-2-12 4-2-12 8-5-8 4-2-12 16-7-8 8-2-0 20-9-4 4-1-12 25-0-0 4-2-12 -1-6-0 1-6-0 4-2-12 4-2-12 8-5-8 4-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 Plate Offsets (X,Y)-- [B:0-1-4,0-1-9], [J:0-1-4,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.37 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.17 0.04 0.06 (loc) L-M L-M J K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS *Except* T3,T1: 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 *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-5-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1329/Mechanical, B=1494/0-5-8 (min. 0-1-10) Max HorzB=259(LC 5) Max UpliftJ=-137(LC 9), B=-186(LC 8) Max GravJ=1402(LC 17), B=1544(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2040/160, C-D=-1796/167, D-E=-1288/227, E-F=-56/340, F-G=-60/353, G-H=-1281/224, H-I=-1816/168, I-J=-2123/187 BOT CHORD B-N=-213/1694, M-N=-214/1696, L-M=-27/1373, K-L=-78/1611, J-K=-78/1610 WEBS C-M=-483/238, D-M=-30/743, H-L=-46/806, I-L=-595/275, E-O=-1851/269, G-O=-1851/269, F-O=-49/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-O, G-O 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=137, B=186. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss E05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:53 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-rAp2smb0gdt6NMohFoQpJTf2rPisXhJvlbZvbizJ09e Scale = 1:61.9 T1 T1 B1 W3 W4 B2 B3 W1 W2 W5 W7 W8W9 W9W6 T2 T2 A B C D E F G H I J O N M L K P 4x4 12x12 12x12 4x4 3x6 3x6 8x12 3x6 3x6 8x12 1.5x4 8x12 5x6 3x4 1.5x4 1.5x4 8-2-0 7- 1 - 1 4 4-2-12 4-2-12 7-0-0 2-9-4 8-5-8 1-5-8 16-7-8 8-2-0 20-9-4 4-1-12 25-0-0 4-2-12 4-2-12 4-2-12 8-5-8 4-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 Plate Offsets (X,Y)-- [J:0-0-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.29 0.53 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.03 0.06 (loc) L L J K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W4,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-9-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=907/0-5-8 (min. 0-1-8), J=1166/Mechanical, N=598/0-5-8 (min. 0-1-8) Max HorzA=241(LC 5) Max UpliftA=-142(LC 9), J=-159(LC 9), N=-193(LC 8) Max GravA=968(LC 17), J=1253(LC 17), N=837(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1434/231, B-C=-1208/250, C-D=-1363/233, D-E=-1135/248, F-G=-70/333, G-H=-918/178, H-I=-1501/177, I-J=-1886/221 BOT CHORD A-O=-59/990, N-O=-60/987, M-N=0/854, L-M=0/977, K-L=-106/1421, J-K=-105/1423 WEBS D-M=-54/356, H-L=-41/779, E-P=-1445/345, G-P=-1445/345, F-P=-67/347, C-M=0/650, C-N=-985/40, B-N=-278/170, I-L=-651/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-P, G-P 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=142, J=159, N=193. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss E06 Truss Type Roof Special Qty 3 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:54 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-JMNQ36ceRx?z?WNtoVx2shCB7pzvG0e2_FIT79zJ09d Scale = 1:61.6 T1 T1 B1 W9 W8 W7 W5 W3 B2 B3 W4 W1 W2 W9W6 T2 T2 A B C D E F G H I J O N M L K P 3x4 12x12 12x12 4x4 1.5x4 3x6 5x6 8x12 MT20HS 3x6 3x6 8x12 3x6 3x6 8x12 1.5x4 1.5x4 8-2-0 7- 1 - 1 4 4-2-12 4-2-12 7-0-0 2-9-4 7-2-12 0-2-12 8-5-8 1-2-12 16-7-8 8-2-0 20-9-4 4-1-12 25-0-0 4-2-12 4-2-12 4-2-12 7-2-12 3-0-0 8-5-8 1-2-12 12-6-0 4-0-8 16-7-8 4-1-8 20-9-4 4-1-12 25-0-0 4-2-12 0- 5 - 1 5 9- 1 0 - 7 0- 5 - 1 5 9.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-1], [M:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.86 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.33 0.01 0.13 (loc) K-L K-L J K-L l/defl >980 >639 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 197 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x10 DF 1950F 1.7E or 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-9-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=798/Mechanical, N=1896/0-5-8 (min. 0-2-1) Max HorzN=-241(LC 4) Max UpliftJ=-102(LC 9), N=-197(LC 8) Max GravJ=863(LC 17), N=1931(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-66/399, B-C=-47/588, C-D=-182/279, D-E=-793/193, E-F=-521/79, F-G=-80/269, G-H=-273/117, H-I=-830/69, I-J=-1273/132 BOT CHORD M-N=-313/226, L-M=-5/435, K-L=-34/947, J-K=-35/952 WEBS C-N=-2442/137, C-M=-181/2522, D-M=-1562/228, H-L=-44/801, E-P=-488/240, G-P=-488/240, I-L=-906/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are MT20 plates unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). D-E, G-H, E-P, G-P 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. L-M 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) J=102, N=197. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss G01 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-nYxoHSdGCF7qdgy4MDSHPukN3DVf?czBCv20fbzJ09c Scale = 1:55.4 T2 T3 B1 B2 B3 B4 W6 W4 W1 W3 W5 HW1 W2 T1 T4 ST4 ST2 ST3 ST1 ST5 ST6 ST7 ST8 ST9 ST10 ST11 A B C D E F G H I S R Q P O N ML K J 5x6 4x6 5x8 5x6 3x4 5x6 2x4 4x4 3x10 4x4 3x4 3x4 0-3-0 0-3-0 0-6-0 0-3-0 5-6-4 5-0-4 9-6-8 4-0-4 11-3-4 1-8-12 16-10-14 5-7-10 22-6-8 5-7-10 -1-6-0 1-6-0 5-6-4 5-6-4 9-6-8 4-0-4 11-3-4 1-8-12 16-10-14 5-7-10 22-6-8 5-7-10 24-0-8 1-6-0 0- 5 - 1 5 8- 1 1 - 6 0- 5 - 1 5 1- 1 0 - 9 0- 4 - 8 9.00 12 4.50 12 Plate Offsets (X,Y)-- [B:0-0-15,0-1-7], [D:0-3-0,0-3-0], [G:0-4-0,0-3-0], [H:0-0-0,0-0-13] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.37 0.13 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.02 (loc) B-S B-S R B-S l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 178 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -l 3-4-6 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: B-S,R-S,Q-R. WEBS 1 Row at midpt F-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-0-0 except (jt=length) B=0-3-0. (lb) - Max HorzB=-253(LC 6) Max Uplift All uplift 100 lb or less at joint(s) Q, P, J except R=-168(LC 8), H=-101(LC 9), M=-173(LC 9), B=-156(LC 9) Max Grav All reactions 250 lb or less at joint(s) Q, Q, O, N, L, K, J except R=514(LC 15), H=338(LC 20), P=593(LC 1), M=367(LC 20), B=548(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-580/121, C-D=-416/137, D-E=-120/293, E-F=-68/270, F-G=-134/296 BOT CHORD B-S=-172/472, R-S=-165/455 WEBS D-S=-80/389, D-R=-642/279, F-P=-429/0, G-M=-367/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) R, B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) Q, P, J except (jt=lb) R=168, H=101, M=173, B=156. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss G02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:56 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-FlVAUodvzYFhEqXGwwzWx6HX8dmjk2CLRZnZC1zJ09b Scale = 1:55.4 T2 T3 B1 B2 B3 B4 W6 W4 W1 W3 W5 HW1 W2 T1 T4 A B C D E F G H I N ML K J 5x6 4x6 5x6 5x6 3x4 5x6 1.5x4 3x4 3x10 1.5x4 4x4 3x4 3x4 0-3-0 0-3-0 0-6-0 0-3-0 5-6-4 5-0-4 9-6-8 4-0-4 9-9-4 0-2-12 11-3-4 1-6-0 16-10-14 5-7-10 22-6-8 5-7-10 -1-6-0 1-6-0 5-6-4 5-6-4 9-6-8 4-0-4 11-3-4 1-8-12 16-10-14 5-7-10 22-6-8 5-7-10 24-0-8 1-6-0 0- 5 - 1 5 8- 1 1 - 6 0- 5 - 1 5 1- 1 0 - 9 0- 4 - 8 9.00 12 4.50 12 Plate Offsets (X,Y)-- [B:0-0-15,0-1-7], [D:0-3-0,0-3-0], [G:0-3-0,0-3-4], [H:Edge,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.39 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.02 0.02 (loc) B-N B-N H B-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 136 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -l 3-4-6 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1162/0-5-8 (min. 0-1-8), H=740/0-5-8 (min. 0-1-8), B=569/0-3-0 (min. 0-1-8) Max HorzB=-253(LC 6) Max UpliftL=-206(LC 8), H=-228(LC 9), B=-152(LC 9) Max GravL=1162(LC 1), H=764(LC 20), B=569(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-639/110, C-D=-473/125, D-E=-129/262, E-F=-158/261, F-G=-265/213, G-H=-726/216 BOT CHORD B-N=-176/519, M-N=-170/501, L-M=-1147/211, E-M=-834/78, J-K=-36/459, H-J=-36/461 WEBS D-N=-83/419, D-M=-662/281, G-K=-485/242, E-K=0/554 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) B 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 100 lb uplift at joint(s) except (jt=lb) L=206, H=228, B=152. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss G03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-jx3Yi8eXjsNYs_5SUeUlUJqjH06?TNaUgDX7kUzJ09a Scale = 1:54.3 T2 T3 B1 B2 B3 W8 W5 W1 W3 W6 W7 W9HW1 W4 W2 T1 T4 A B C D E F G H I J O N M L KPQ R S T U 5x6 4x4 5x6 5x6 8x12 MT20HS 5x8 12x12 7x10 12x12 3x10 5x6 3x4 3x4 3x4 0-3-0 0-3-0 0-6-0 0-3-0 5-6-4 5-0-4 9-6-8 4-0-4 9-9-4 0-2-12 11-3-4 1-6-0 15-0-5 3-9-1 18-9-7 3-9-1 22-6-8 3-9-1 -1-6-0 1-6-0 5-6-4 5-6-4 9-6-8 4-0-4 11-3-4 1-8-12 15-0-5 3-9-1 18-9-7 3-9-1 22-6-8 3-9-1 24-0-8 1-6-0 0- 5 - 1 5 8- 1 1 - 6 0- 5 - 1 5 1- 1 0 - 9 9.00 12 4.50 12 Plate Offsets (X,Y)-- [B:0-0-10,0-2-0], [D:0-3-0,0-3-0], [H:0-2-12,0-3-0], [K:0-7-8,0-1-8], [L:0-3-8,0-7-8], [M:0-6-0,0-6-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.39 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.04 (loc) K-L K-L I K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 345 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3: 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W6,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -l 3-4-6 BRACING- TOP CHORD Sheathed or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-N REACTIONS.(lb/size) N=7847/0-5-8 (min. 0-4-3), I=7950/0-5-8 (min. 0-4-4), B=586/0-3-0 (min. 0-1-8) Max HorzB=-254(LC 6) Max UpliftN=-1272(LC 8), I=-1347(LC 9), B=-144(LC 9) Max GravN=7847(LC 1), I=7978(LC 20), B=586(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-683/92, C-D=-520/106, D-E=-170/280, E-F=-1416/459, F-G=-1518/421, G-H=-5109/928, H-I=-7851/1309 BOT CHORD B-O=-184/542, N-O=-175/518, N-P=-129/273, M-Q=-531/4022, Q-R=-531/4022, L-R=-531/4022, L-S=-915/6061, S-T=-915/6061, K-T=-915/6061, K-U=-924/6124, I-U=-924/6124 WEBS D-O=-84/410, D-N=-659/276, F-M=-450/1536, G-M=-5193/943, G-L=-954/6130, H-L=-2553/491, H-K=-452/3052, E-N=-5509/843, E-M=-619/4529 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x10 - 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) N=1272, I=1347, B=144. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss G03 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:58 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-B7dxvUf9UAVPU7ge1L0_0XMu1QSECqqevtGgGwzJ09Z NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1981 lb down and 317 lb up at 10-1-4, 1989 lb down and 318 lb up at 12-1-4, 1989 lb down and 318 lb up at 14-1-4, 1989 lb down and 318 lb up at 16-1-4, 1989 lb down and 318 lb up at 18-1-4, and 1989 lb down and 318 lb up at 20-1-4, and 1986 lb down and 312 lb up at 22-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-J=-84, B-O=-14, N-O=-14, I-N=-14 Concentrated Loads (lb) Vert: I=-1986(F) P=-1981(F) Q=-1989(F) R=-1989(F) S=-1989(F) T=-1989(F) U=-1989(F) Job GIL SHIRLEY - ANDY JOHN~N Truss H01 Truss Type Monopitch Qty 6 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:58 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-B7dxvUf9UAVPU7ge1L0_0XMqAQU8Cy1evtGgGwzJ09Z Scale = 1:60.5 T2 T3 W5 B1 W4 W3 W1 W2 T1 B2 A B C D E H G F I 5x8 3x4 4x4 4x4 5x6 1.5x4 4x8 6-8-0 6-8-0 13-4-1 6-8-0 20-2-0 6-9-15 -1-6-0 1-6-0 6-8-0 6-8-0 13-4-1 6-8-0 20-2-0 6-9-15 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-0], [D:0-4-4,0-1-8], [G:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.57 0.27 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.14 0.02 0.04 (loc) F-G F-G F B-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 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* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-5-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-F, C-G, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=963/0-3-8 (min. 0-1-8), B=1129/0-5-8 (min. 0-1-8) Max HorzB=452(LC 8) Max UpliftF=-244(LC 8), B=-162(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1276/106, C-D=-739/94, E-F=-264/109 BOT CHORD B-H=-387/874, G-H=-387/872, G-I=-150/440, F-I=-150/440 WEBS C-G=-551/303, D-G=-124/548, D-F=-781/272 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) F=244, B=162. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss H02 Truss Type HALF HIP GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:40:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-gKAJ6qgnFTdG5HFrb3XDZkvvHqqQxL4n7X0EpMzJ09Y Scale = 1:60.5 T2 T3 W4 B1 W7 W6 W5 W3 W1 W2 W4 W2 T1 B2 A B C D E F G L K J I H 5x8 3x10 5x8 12x12 3x6 5x6 3x6 5x6 1.5x4 6x8 6x8 4-5-6 4-5-6 8-10-11 4-5-6 13-4-1 4-5-6 16-7-4 3-3-4 20-2-0 3-6-12 -1-6-0 1-6-0 4-5-6 4-5-6 8-10-11 4-5-6 13-4-1 4-5-6 16-7-4 3-3-4 20-2-0 3-6-12 0- 5 - 1 5 10 - 6 - 0 9.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-1-6], [C:0-4-0,0-3-0], [E:0-3-4,0-2-4], [J:0-6-0,0-7-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 9-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.20 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.11 0.01 0.05 (loc) K K H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 402 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 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W6,W5: 2x4 DF Stud/Std BRACING- TOP CHORD 5-4-7 oc bracing, except end verticals (Switched from sheeted: Spacing > 2-0-0). Except: 5-4-0 oc bracing: B-E 6-0-0 oc bracing: E-G 10-0-0 oc bracing: A-B BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt G-H REACTIONS.(lb/size) H=4333/0-3-8 (min. 0-2-5), B=5082/0-5-8 (min. 0-2-11) Max HorzB=2027(LC 8) Max UpliftH=-1072(LC 8), B=-752(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=0/392, B-C=-5842/481, C-D=-4540/526, D-E=-2995/533, E-F=-1218/346, F-G=-1215/346, G-H=-4061/1107 BOT CHORD B-L=-1863/4227, K-L=-1867/4227, J-K=-1313/3251, I-J=-649/1910 WEBS C-L=-28/561, C-K=-1273/694, D-K=-291/1200, D-J=-2415/1195, E-J=-790/2244, E-I=-2226/969, F-I=-1385/595, G-I=-1059/3709 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: 2x10 - 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 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=1072, B=752. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss HF1 Truss Type Lay-In Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:00 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-8WkhKAhP0nl7jRq19m2S6ySHBEDCgwZxMBlnLpzJ09X Scale = 1:99.9 T2 W2 B1 ST5 ST4 ST6 ST3 ST2 ST1 T1 W1 A B C D E F G H O N M L K J I P 2x4 5x6 2x4 3x4 5x6 1 1-3-3 14-5-2 14-5-2 14-5-2 14-5-2 18 - 0 - 6 15.00 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.09 0.04 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 158 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST2,ST1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-K, E-L, G-J 2 Rows at 1/3 pts H-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-5-2. (lb) - Max HorzA=709(LC 8) Max Uplift All uplift 100 lb or less at joint(s) I except A=-300(LC 6), K=-180(LC 8), L=-174(LC 8), J=-167(LC 8), M=-178(LC 8), N=-166(LC 8), O=-207(LC 8) Max Grav All reactions 250 lb or less at joint(s) I, K, L, J, M, N except A=810(LC 8), O=265(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1054/440, B-C=-882/367, C-D=-722/302, D-E=-558/235, E-F=-395/170 NOTES- 1) Wind: ASCE 7-10; 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) All plates are 1.5x4 MT20 unless otherwise indicated. 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) I except (jt=lb) A=300, K=180, L=174, J=167, M=178, N=166, O=207. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss HF2 Truss Type Lay-In Gable Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:01 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-ciI3XWh1n5t_LbPDjTZhe9_TfeZsPPI4brVKtFzJ09W Scale = 1:26.1 W1 T1 W2 B1 B2ST1 ST2 A B C D I H G F E 1.5x4 1.5x4 4x6 3x4 1.5x4 1.5x4 1.5x4 1.5x4 2-11-0 2-11-0 5-6-0 2-7-0 5-6-0 5-6-0 4- 3 - 1 4 0- 9 - 1 5 3- 5 - 1 5 4- 3 - 1 4 16.23 12 Plate Offsets (X,Y)-- [D:0-0-0,0-1-12], [D:Edge,0-3-8], [E:0-2-6,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.04 0.01 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: E-F. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 5-6-0. (lb) - Max Uplift All uplift 100 lb or less at joint(s) I, E, H, F Max Grav All reactions 250 lb or less at joint(s) I, E, G, H, F FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I, E, H, F. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss HF3 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-4usRlrifYO?ryl_QGB4wBNXeH1v38rMDpVEuPhzJ09V Scale = 1:24.4 T1 W1 B1 ST1 A B C E D 2x4 1.5x4 1.5x4 1.5x4 1.5x4 3-5-10 3-5-10 4- 4 - 0 15.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=30/3-5-10 (min. 0-1-8), D=74/3-5-10 (min. 0-1-8), E=191/3-5-10 (min. 0-1-8) Max HorzA=154(LC 8) Max UpliftA=-56(LC 6), D=-67(LC 8), E=-170(LC 8) Max GravA=164(LC 8), D=85(LC 15), E=219(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, D except (jt=lb) E=170. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss J1 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Y5QqyBjIJi7iavZcqub9ja4n9RFBtJjN29_Ry7zJ09U Scale = 1:15.1 T1 B1 A B C D2x4 1-11-11 1-11-11 -1-6-0 1-6-0 1-11-11 1-11-11 0- 5 - 1 5 1- 1 1 - 1 2 1- 6 - 4 1- 1 1 - 1 2 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=22/Mechanical, B=290/0-5-8 (min. 0-1-8), D=13/Mechanical Max HorzB=103(LC 8) Max UpliftC=-32(LC 8), B=-66(LC 8) Max GravC=29(LC 15), B=290(LC 1), D=33(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss J2 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:03 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Y5QqyBjIJi7iavZcqub9ja4mXRECtJjN29_Ry7zJ09U Scale = 1:22.5 T1 B1 A B C D2x4 3-11-11 3-11-11 -1-6-0 1-6-0 3-11-11 3-11-11 0- 5 - 1 5 3- 5 - 1 2 3- 0 - 4 3- 5 - 1 2 9.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=117/Mechanical, B=371/0-5-8 (min. 0-1-8), D=26/Mechanical Max HorzB=162(LC 8) Max UpliftC=-96(LC 8), B=-56(LC 8) Max GravC=123(LC 15), B=371(LC 1), D=63(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss J3 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-0H_CAXkw40FZC28oOc6OGoctvrYNcmzWHpj?UazJ09T Scale = 1:29.7 T1 B1 A B C D2x4 6-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 0- 5 - 1 5 4- 1 1 - 1 5 4- 6 - 7 4- 1 1 - 1 5 9.00 12 Plate Offsets (X,Y)-- [B:0-4-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >723 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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) C=215/Mechanical, B=457/0-5-8 (min. 0-1-8), D=40/Mechanical Max HorzB=224(LC 8) Max UpliftC=-158(LC 8), B=-51(LC 8) Max GravC=220(LC 15), B=457(LC 1), D=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) C=158. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss J4 Truss Type Jack-Open Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:05 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-UTYaNtkYrJNPpCj?yJedp?90rFtcLDDgWTTY00zJ09S Scale = 1:27.3 T1 B1 A B C2x4 6-0-0 6-0-0 6-0-0 6-0-0 0- 5 - 1 5 4- 1 1 - 1 5 4- 6 - 7 4- 1 1 - 1 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 -0.00 0.00 (loc) A-C A-C B A l/defl >999 >723 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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) A=280/0-5-8 (min. 0-1-8), B=240/Mechanical, C=40/Mechanical Max HorzA=189(LC 8) Max UpliftB=-169(LC 8) Max GravA=280(LC 1), B=242(LC 15), C=97(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=169. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss J5 Truss Type Jack-Open Qty 8 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-yg5yaDlAcdVGRMHBV19sLDiA?fDd4gTpk7C5YSzJ09R Scale = 1:27.3 T1 B1 A B C2x4 6-0-0 6-0-0 6-0-0 6-0-0 0- 5 - 1 5 4- 1 1 - 1 5 4- 6 - 7 4- 1 1 - 1 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.64 0.23 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 -0.00 0.00 (loc) A-C A-C B A l/defl >999 >663 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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) A=288/Mechanical, B=247/Mechanical, C=41/Mechanical Max HorzA=189(LC 8) Max UpliftB=-169(LC 8) Max GravA=288(LC 1), B=248(LC 15), C=100(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=169. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss K01 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-RsfKoZmoNxd73WsN3kg5uQEOf2Zsp2Xyznyf5vzJ09Q Scale = 1:77.0 T2 W1 B1 W5 W4 W3 W2 T1 B2A B C D E H G F I 5x8 1.5x4 6x8 4x4 5x6 1.5x4 3x6 1 0 - 9 - 4 6-8-0 6-8-0 13-4-0 6-8-0 17-3-8 3-11-8 -1-6-0 1-6-0 6-8-0 6-8-0 13-4-0 6-8-0 17-3-8 3-11-8 0- 5 - 1 5 13 - 5 - 9 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-13], [C:0-4-0,0-3-0], [G:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.23 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 0.01 0.04 (loc) B-H B-H F B-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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 E-F, C-G, D-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) F=821/0-3-8 (min. 0-1-8), B=990/0-5-8 (min. 0-1-8) Max HorzB=567(LC 8) Max UpliftF=-404(LC 8), B=-50(LC 8) Max GravF=879(LC 15), B=990(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1055/0, C-D=-505/0 BOT CHORD B-H=-359/719, G-H=-359/718, G-I=-130/279, F-I=-130/279 WEBS C-G=-558/292, D-G=-125/470, D-F=-792/369 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) F=404. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss K1HJ Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:08 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-v2Dj?vnQ8Em_ggRZdSBKQenadSxrYYX6CRhCdLzJ09P Scale = 1:30.5 T1 W1 B1 W3 W2 A B C D E H G F I J K L 1.5x4 3x6 3x4 3x6 1.5x4 4-2-9 4-2-9 8-5-1 4-2-9 -2-1-7 2-1-7 4-2-9 4-2-9 8-5-1 4-2-9 0- 5 - 1 5 4- 1 1 - 9 6.36 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.44 0.12 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) G-H G-H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E 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) G=388/Mechanical, B=629/0-7-6 (min. 0-1-8) Max HorzB=223(LC 8) Max UpliftG=-207(LC 8), B=-148(LC 8) Max GravG=401(LC 29), B=629(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-570/107, C-I=-387/96 BOT CHORD B-K=-184/347, H-K=-184/347, H-L=-184/347, G-L=-184/347 WEBS C-G=-408/217 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=207, B=148. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 42 lb up at 2-9-8, 92 lb down and 42 lb up at 2-9-8, and 118 lb down and 116 lb up at 5-7-7, and 118 lb down and 116 lb up at 5-7-7 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, and 15 lb down at 5-7-7, and 15 lb down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-E=-84, B-F=-14 Concentrated Loads (lb) Vert: L=-12(F=-6, B=-6) Job GIL SHIRLEY - ANDY JOHN~N Truss K02 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-rRLTQbohgs0iwzbyksDoW3sy9GVt0FVPfkAJhDzJ09N Scale = 1:77.0 T2 W1 B1 W7 W6 W5 W4 W3 W2 T1 B2 A B C D E F J I H G K L M N O P Q R 5x6 1.5x4 6x8 5x6 7x10 3x10 3x10 7x10 6x8 1 0 - 9 - 4 4-3-14 4-3-14 8-7-12 4-3-14 12-11-10 4-3-14 17-3-8 4-3-14 -1-6-0 1-6-0 4-3-14 4-3-14 8-7-12 4-3-14 12-11-10 4-3-14 17-3-8 4-3-14 0- 5 - 1 5 13 - 5 - 9 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-10], [D:0-1-12,0-3-0], [H:0-5-0,0-4-8], [I:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.31 0.59 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.03 0.05 (loc) I-J I-J G I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 285 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W6,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-G, E-G REACTIONS.(lb/size) G=5056/0-3-8 (min. 0-2-11), B=5665/0-5-8 (min. 0-3-0) Max HorzB=567(LC 23) Max UpliftG=-937(LC 8), B=-596(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-7565/696, C-D=-4923/444, D-E=-2351/191 BOT CHORD B-K=-994/5819, J-K=-994/5819, J-L=-994/5819, L-M=-994/5819, I-M=-994/5819, I-N=-667/3811, N-O=-667/3811, H-O=-667/3811, H-P=-328/1802, P-Q=-328/1802, Q-R=-328/1802, G-R=-328/1802 WEBS C-J=-283/3044, C-I=-2487/408, D-I=-549/4338, D-H=-3708/624, E-H=-752/5211, E-G=-4581/833 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=937, B=596. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1345 lb down and 151 lb up at 2-0-12, 1345 lb down and 151 lb up at 4-0-12, 1345 lb down and 151 lb up at 6-0-12, 1345 lb down and 151 lb up at 8-0-12, 1156 lb down and 173 lb up at 10-0-12, 838 lb down and 116 lb up at 12-0-12, and 838 lb down and 116 lb up at 14-0-12, and 838 lb down and 116 lb up at 16-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss K02 Truss Type Monopitch Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:10 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-rRLTQbohgs0iwzbyksDoW3sy9GVt0FVPfkAJhDzJ09N LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, B-G=-14 Concentrated Loads (lb) Vert: J=-1315(B) K=-1315(B) L=-1315(B) M=-1315(B) N=-1152(B) O=-832(B) P=-832(B) R=-832(B) Job GIL SHIRLEY - ANDY JOHN~N Truss L01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-rRLTQbohgs0iwzbyksDoW3s_ZGd70SGPfkAJhDzJ09N Scale = 1:34.1 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 A B C D E F G H I J K R Q P O N M L 4x4 3x4 3x4 16-0-0 16-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 16-0-0 8-0-0 17-6-0 1-6-0 0- 4 - 7 5- 8 - 7 0- 4 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) K K J l/defl n/r n/r n/a L/d 120 120 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 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 16-0-0. (lb) - Max HorzB=-167(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, J, P, Q, R, N, M, L Max Grav All reactions 250 lb or less at joint(s) O, P, Q, R, N, M, L except B=291(LC 1), J=291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, J, P, Q, R, N, M, L. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss L02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-JdvrewpJQ98ZY7A8Ial12GP?UguYluTYuOwsEgzJ09M Scale = 1:35.3 T1 T1 B1 W1 HW1 HW1 A B C D E FG H 5x6 4x6 4x6 1.5x4 8-0-0 8-0-0 16-0-0 8-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 16-0-0 8-0-0 17-6-0 1-6-0 0- 4 - 7 5- 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-9], [D:0-3-3,0-1-9] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.44 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.20 0.01 0.10 (loc) B-F B-F D B-F l/defl >999 >935 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-7-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=914/0-5-8 (min. 0-1-8), D=914/0-5-8 (min. 0-1-8) Max HorzB=167(LC 7) Max UpliftB=-186(LC 8), D=-186(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-933/169, C-D=-933/169 BOT CHORD B-G=-44/672, F-G=-44/672, F-H=-44/672, D-H=-44/672 WEBS C-F=0/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=186, D=186. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss L03 Truss Type Common Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-nqTDrGqxBTGQ9HlLsHGGbUyFN38qUBui72fQm6zJ09L Scale = 1:34.4 T1 T1 B1 W1 W2W2 A B C D E F G H I J K L M N 3x6 4x6 3x6 7x10 1.5x4 1.5x4 8-0-0 8-0-0 16-0-0 8-0-0 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 16-0-0 4-0-0 0- 4 - 7 5- 8 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [F:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.75 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.19 0.03 0.01 (loc) E-F E-F E A-F l/defl >999 >969 n/a >999 L/d 360 240 n/a 240 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1923/0-5-8 (min. 0-2-1), E=1796/0-5-8 (min. 0-1-15) Max HorzA=-138(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2253/36, B-C=-1957/2, C-D=-1958/1, D-E=-2255/36 BOT CHORD A-G=-63/1828, G-H=-63/1828, H-I=-63/1828, I-J=-63/1828, F-J=-63/1828, F-K=0/1830, K-L=0/1830, L-M=0/1830, M-N=0/1830, E-N=0/1830 WEBS C-F=0/1748, D-F=-361/188, B-F=-359/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 279 lb down at 0-6-12, 274 lb down at 2-6-12, 274 lb down at 4-6-12, 274 lb down at 6-6-12, 274 lb down at 8-6-12, 274 lb down at 10-6-12, and 274 lb down at 12-6-12, and 274 lb down at 14-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: G=-279(F) H=-274(F) I=-274(F) J=-274(F) K=-274(F) L=-274(F) M=-274(F) N=-274(F) Job GIL SHIRLEY - ANDY JOHN~N Truss M01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-F01b2crZynOHnRKXQ?nV7hUUmTecDp_rLiPzIYzJ09K Scale = 1:35.4 T1 T2 B1 ST4 ST3 ST2 ST1 ST5 ST6 ST7 A B C D E F G H I J K R Q P O N M L 4x4 3x4 3x4 14-6-0 14-6-0 -1-6-0 1-6-0 7-2-2 7-2-2 14-6-0 7-3-14 16-0-0 1-6-0 0- 5 - 1 5 5- 1 0 - 9 0- 4 - 1 0 9.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.08 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) K K J l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 76 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 14-6-0. (lb) - Max HorzB=-174(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, J, P, R, N, L except Q=-105(LC 8), M=-105(LC 9) Max Grav All reactions 250 lb or less at joint(s) O, P, Q, R, N, M, L except B=298(LC 1), J=294(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, J, P, R, N, L except (jt=lb) Q=105, M=105. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss M02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-jCa_GyrBj4W8PbvjziIkgv1bCtpWy9Z_aM8Wq?zJ09J Scale = 1:35.6 T1 T2 B1 W3 W1 W2 W4 A B C D E F GI H J K 5x8 4x8 4x8 7x10 1.5x4 12x12 1.5x4 6-1-8 6-1-8 8-4-8 2-3-0 14-6-0 6-1-8 -1-6-0 1-6-0 3-7-1 3-7-1 7-2-2 3-7-1 10-10-1 3-7-15 14-6-0 3-7-15 16-0-0 1-6-0 0- 5 - 1 5 5- 1 0 - 9 0- 4 - 1 0 9.00 12 Plate Offsets (X,Y)-- [B:0-1-4,0-1-9], [F:0-2-9,0-1-13], [H:0-6-0,0-6-4], [I:0-5-0,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.80 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.16 0.03 0.06 (loc) F-H F-H F F-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-7-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=4765/0-5-8 (min. 0-2-9), F=8344/0-5-8 (min. 0-4-7) Max HorzB=-174(LC 25) Max UpliftB=-1417(LC 8), F=-1814(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-6958/2061, C-D=-6790/2081, D-E=-7759/2018, E-F=-7944/2008 BOT CHORD B-I=-1614/5343, H-I=-1290/4887, H-J=-1535/6288, J-K=-1535/6288, F-K=-1535/6288 WEBS C-I=-278/250, D-I=-1423/2576, D-H=-1017/5898, E-H=-264/186 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1417, F=1814. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3785 lb down and 1701 lb up at 6-1-8, 1977 lb down and 332 lb up at 8-0-12, 1977 lb down and 284 lb up at 10-0-12, and 1977 lb down and 305 lb up at 12-0-12, and 1711 lb down and 294 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, B-F=-14 Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss M02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:14 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-jCa_GyrBj4W8PbvjziIkgv1bCtpWy9Z_aM8Wq?zJ09J LOAD CASE(S) Standard Concentrated Loads (lb) Vert: F=-1711(F) I=-3785(F) H=-1977(F) J=-1977(F) K=-1977(F) Job GIL SHIRLEY - ANDY JOHN~N Truss N01 Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-CP8MTIspUOe?0lUwXQpzD6ZrdHL0hk28p0u4NRzJ09I Scale = 1:26.4 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x4 3x4 3x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0- 4 - 7 4- 4 - 7 0- 4 - 7 8.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max HorzB=123(LC 7) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, H. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss N02 Truss Type Common Qty 6 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-gbikhetRFimseu2657KClJ6xPhelQATH1gddvtzJ09H Scale = 1:27.0 T1 T1 B1 W1 A B C D E F 4x6 4x4 4x4 1.5x4 6-0-0 6-0-0 12-0-0 6-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0- 4 - 7 4- 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [B:0-0-11,Edge], [D:0-0-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.24 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.01 0.03 (loc) B-F B-F D B-F 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. 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=676/0-5-8 (min. 0-1-8), D=676/0-5-8 (min. 0-1-8) Max HorzB=123(LC 7) Max UpliftB=-137(LC 8), D=-137(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-689/126, C-D=-689/126 BOT CHORD B-F=-33/447, D-F=-33/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=137, D=137. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss N03 Truss Type Common Girder Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-8nG6u_u40?uiG2dIfrrRIXfAG4xO9U2RGKNBRJzJ09G Scale = 1:25.8 T1 T1 B1 W1 W2 W1 W2 A B C D E G FH I J K L 4x6 4x6 4x6 7x10 1.5x4 7x10 1.5x4 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 3-0-0 3-0-0 6-0-0 3-0-0 9-0-0 3-0-0 12-0-0 3-0-0 0- 4 - 7 4- 4 - 7 0- 4 - 7 8.00 12 Plate Offsets (X,Y)-- [F:0-5-0,0-4-4], [G:0-5-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.19 0.41 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.02 0.04 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1842/0-5-8 (min. 0-1-15), E=1842/0-5-8 (min. 0-1-15) Max HorzA=-104(LC 6) Max UpliftA=-412(LC 8), E=-412(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2775/636, B-C=-2668/660, C-D=-2668/660, D-E=-2775/636 BOT CHORD A-H=-546/2222, G-H=-546/2222, G-I=-315/1507, I-J=-315/1507, J-K=-315/1507, F-K=-315/1507, F-L=-478/2222, E-L=-478/2222 WEBS C-F=-394/1470, C-G=-393/1470 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=412, E=412. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 511 lb down and 111 lb up at 2-4-12 , 511 lb down and 143 lb up at 4-4-12, 511 lb down and 143 lb up at 6-0-0, and 511 lb down and 143 lb up at 7-7-4, and 511 lb down and 111 lb up at 9-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-E=-84, A-E=-14 Concentrated Loads (lb) Vert: H=-511(F) I=-511(F) J=-511(F) K=-511(F) L=-511(F) Job GIL SHIRLEY - ANDY JOHN~N Truss PB01 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-czqU6KuinJ0ZtCCUCYNgqkBLOUM4u4MaV_6kzmzJ09F Scale = 1:24.3 T1 T2 T1 B1 ST2ST2 ST2 ST1ST1 A B C D E F G H I N M L K J 5x6 5x6 3x4 3x4 14-3-14 14-3-14 14-3-14 14-3-14 0- 4 - 1 0 1- 1 0 - 1 1- 1 1 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 1- 8 - 9 9.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-2-2], [G:0-3-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) H H H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 47 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 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-11-9. (lb) - Max HorzB=-46(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, H except L=-102(LC 4), M=-108(LC 4), K=-107(LC 5), J=-121(LC 19), N=-121(LC 20) Max Grav All reactions 250 lb or less at joint(s) B, H, J, N except L=413(LC 19), M=391(LC 20), K=391(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-L=-354/137, D-M=-339/136, F-K=-339/136 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H except (jt=lb) L=102, M=108, K=107, J=121, N=121. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 GIL SHIRLEY - ANDY JOHN~N Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-4AOtJfvKYd8QVMnhmFuvNykWBuhPdYmkkesHWCzJ09E Scale = 1:24.3 T1 T2 T1 B1 ST2ST1 ST1 A B C D E F G J I H 5x6 5x6 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 14-3-14 14-3-14 14-3-14 14-3-14 0- 4 - 1 0 3- 4 - 1 3- 5 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 3- 2 - 9 9.00 12 Plate Offsets (X,Y)-- [B:0-1-13,0-1-8], [C:0-3-0,0-2-2], [E:0-3-0,0-2-2], [F:0-1-13,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.12 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) G G F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-11-9. (lb) - Max HorzB=-85(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, F, I, J, H Max Grav All reactions 250 lb or less at joint(s) B, F, I except J=346(LC 19), H=346(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-J=-254/89, E-H=-254/74 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, F, I, J, H. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB03 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YMyFW?wyJwGH7WMtKzP8w9HhII2WM_gtyIbr2ezJ09D Scale = 1:30.6 T1 T2 T1 B1 ST2 ST1 ST1 AB C D E F G H I L K J 3x4 3x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-3-14 14-3-14 6-7-15 6-7-15 7-7-15 1-0-0 14-3-14 6-7-15 0- 4 - 1 0 4- 1 0 - 1 4- 1 1 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 4- 8 - 9 9.00 12 Plate Offsets (X,Y)-- [D:0-2-0,Edge], [F:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) H H H l/defl n/r n/r n/a L/d 120 120 n/a 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 OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-11-9. (lb) - Max HorzB=-124(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, H except L=-174(LC 8), J=-173(LC 9) Max Grav All reactions 250 lb or less at joint(s) B, H except K=272(LC 1), L=368(LC 19), J=368(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-L=-316/200, G-J=-316/198 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H except (jt=lb) L=174, J=173. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB04 Truss Type Piggyback Qty 14 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-0YVdkLxa4EO8kgx3ugwNSNpskiOl5RX0ByLOa5zJ09C Scale: 3/8"=1' T1 T1 B1 ST2 ST1ST1 A B C D E F G J I H 4x4 3x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-3-14 14-3-14 7-1-15 7-1-15 14-3-14 7-1-15 0- 4 - 1 0 5- 4 - 7 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.06 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) F F F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-11-9. (lb) - Max HorzB=-136(LC 6) Max Uplift All uplift 100 lb or less at joint(s) B, F except H=-189(LC 9), J=-190(LC 8) Max Grav All reactions 250 lb or less at joint(s) B, F except I=292(LC 1), H=383(LC 20), J=383(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS E-H=-334/217, C-J=-334/217 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) B, F except (jt=lb) H=189, J=190. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB05 Truss Type Piggyback Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:22 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Vl3?xhyCrYW?MpWGRORc?aM1s5kDquAAQc4y7XzJ09B Scale = 1:29.2 T1 W1 B1 ST1 A B C D F E 1.5x4 1.5x4 2x4 1.5x4 1.5x4 6-9-15 6-9-15 6-9-15 6-9-15 0- 4 - 1 0 5- 1 - 7 0- 1 - 8 4- 1 1 - 1 5 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.05 0.08 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: 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 WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=126/6-1-12 (min. 0-1-8), B=133/6-1-12 (min. 0-1-8), F=365/6-1-12 (min. 0-1-8) Max HorzB=195(LC 8) Max UpliftE=-61(LC 8), F=-179(LC 8) Max GravE=126(LC 1), B=139(LC 17), F=365(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-313/211 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E except (jt=lb) F=179. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB06 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-zxdN91yqcrfs_z5S?5yrXovBXV4PZLBJeGqVfzzJ09A Scale = 1:27.2 T1 T2 W1 B1 ST2 ST1 A B C D E H G F 4x4 1.5x4 1.5x4 2x4 1.5x4 1.5x4 1.5x4 6-9-15 6-9-15 6-0-7 6-0-7 6-9-15 0-9-8 0- 4 - 1 0 4- 4 - 7 4- 6 - 5 0- 1 - 8 4- 2 - 1 5 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) A A F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-1-12. (lb) - Max HorzB=172(LC 8) Max Uplift All uplift 100 lb or less at joint(s) F, B, G except H=-221(LC 8) Max Grav All reactions 250 lb or less at joint(s) F, B, G except H=419(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-H=-370/250 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B, G except (jt=lb) H=221. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-R7BmMNzTN9njb7geZpT44?RNZvQhIp2TtwZ2BPzJ099 Scale = 1:17.9 T1 T2 W1 B1 ST1 A B C D F E 4x4 1.5x4 1.5x4 2x4 1.5x4 6-9-15 6-9-15 4-0-7 4-0-7 6-9-15 2-9-8 0- 4 - 1 0 2- 1 0 - 7 3- 0 - 5 0- 1 - 8 2- 8 - 1 5 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.05 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) A A E 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 WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=125/6-1-12 (min. 0-1-8), B=186/6-1-12 (min. 0-1-8), F=314/6-1-12 (min. 0-1-8) Max HorzB=111(LC 8) Max UpliftE=-35(LC 4), B=-14(LC 8), F=-84(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-261/115 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, B, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB08 Truss Type Piggyback Qty 1 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-vKl8aj_57TvaDHEr7W?JcD_ZmJlG1Gnc6aJcjszJ098 Scale = 1:14.8 T1 T2 W1 B1 ST1 A B C D F E 4x4 1.5x4 1.5x4 2x4 1.5x4 6-9-15 6-9-15 3-3-7 3-3-7 6-9-15 3-6-8 0- 4 - 1 0 2- 3 - 1 1 2- 5 - 9 0- 1 - 8 2- 2 - 3 0- 1 - 8 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) A A E l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 46 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 6-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) E=163/6-1-12 (min. 0-1-8), B=145/6-1-12 (min. 0-1-8), F=318/6-1-12 (min. 0-1-8) Max HorzB=88(LC 8) Max UpliftE=-43(LC 4), B=-15(LC 8), F=-68(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-264/101 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, B, F. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB09 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-NWJWn3?jum1RrRp1gEWY9QXlmj5YmjQlLE29GIzJ097 Scale = 1:8.2 T1 T1 B1A B C D E 3x4 2x4 2x4 3-3-14 3-3-14 1-7-15 1-7-15 3-3-14 1-7-15 0- 4 - 1 0 1- 2 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) D D D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=133/1-11-9 (min. 0-1-8), D=133/1-11-9 (min. 0-1-8) Max HorzB=-28(LC 6) Max UpliftB=-29(LC 8), D=-29(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB10 Truss Type Piggyback Qty 5 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-ritu?P?Lf49ISbODEx1nie3wV6RnV9fvZuoiokzJ096 Scale = 1:8.2 T1 T1 B1A B C D E 3x4 2x4 2x4 3-3-14 3-3-14 1-7-15 1-7-15 3-3-14 1-7-15 0- 4 - 1 0 1- 2 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) D D D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=133/1-11-9 (min. 0-1-8), D=133/1-11-9 (min. 0-1-8) Max HorzB=-28(LC 6) Max UpliftB=-29(LC 8), D=-29(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) 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) B, D. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss PB11 Truss Type Piggyback Qty 3 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-JvRGCk0zQOH94lzPoeY0Erc4MWnBEcv2oYXGKBzJ095 Scale = 1:8.2 T1 T1 B1A B C D E 3x4 2x4 2x4 3-3-14 3-3-14 1-7-15 1-7-15 3-3-14 1-7-15 0- 4 - 1 0 1- 2 - 1 5 0- 1 - 8 0- 4 - 1 0 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [C:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.01 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) D D D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-3-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=133/1-11-9 (min. 0-1-8), D=133/1-11-9 (min. 0-1-8) Max HorzB=-28(LC 6) Max UpliftB=-29(LC 8), D=-29(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 GIL SHIRLEY - ANDY JOHN~N Truss PB12 Truss Type Piggyback Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-n5_fP41bBhP0iuYcMM3Fn39DKw6bz2vC1CHpsdzJ094 Scale = 1:20.7 T1 T2 W1 B1 ST1 ST2 A B C D E H G F 5x6 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 11-7-15 11-7-15 3-9-15 3-9-15 11-7-15 7-10-0 0- 4 - 1 0 2- 8 - 9 2- 1 0 - 7 0- 1 - 8 2- 7 - 1 0- 1 - 8 9.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-2-2] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) A A F l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 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 10-11-12. (lb) - Max HorzB=104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) F, B, H except G=-113(LC 4) Max Grav All reactions 250 lb or less at joint(s) F, B except H=344(LC 1), G=439(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-H=-271/111, D-G=-380/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F, B, H except (jt=lb) G=113. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss Q01 Truss Type Roof Special Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-GHY1dQ2Dy?XsJ27ov3aUJGhNKKQqiS3LFs0NP3zJ093 Scale = 1:18.1 W1 T1 W1 B1 W2 W1 W2 W1 W2 W1 W2 A B C D E J I H G FK L M N4x6 2x4 2x4 4x6 3x10 2x4 3x10 1.5x4 2x4 3x10 2-10-2 2-10-2 5-6-8 2-8-6 8-2-14 2-8-6 11-1-0 2-10-2 2-10-2 2-10-2 5-6-8 2-8-6 8-2-14 2-8-6 11-1-0 2-10-2 1- 7 - 7 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.23 0.19 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.06 0.01 0.01 (loc) H H F H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) J=1608/Mechanical, F=1608/Mechanical FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-J=-359/0, B-C=-3386/0, C-D=-3386/0, E-F=-359/0 BOT CHORD J-K=0/2619, I-K=0/2619, I-L=0/2619, H-L=0/2619, H-M=0/2619, G-M=0/2619, G-N=0/2619, F-N=0/2619 WEBS B-J=-2729/0, B-H=0/845, C-H=-719/0, D-H=0/845, D-F=-2729/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 33 lb down and 26 lb up at 1-11-4, 33 lb down and 26 lb up at 3-11-4, 33 lb down and 26 lb up at 5-6-8, and 33 lb down and 26 lb up at 7-1-12, and 33 lb down and 26 lb up at 9-1-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-284, F-J=-14 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-267, F-J=-14 Continued on page 2 Job GIL SHIRLEY - ANDY JOHN~N Truss Q01 Truss Type Roof Special Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:30 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-GHY1dQ2Dy?XsJ27ov3aUJGhNKKQqiS3LFs0NP3zJ093 LOAD CASE(S) Standard 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-214, F-J=-34 Concentrated Loads (lb) Vert: H=-1(B) K=-1(B) L=-1(B) M=-1(B) N=-1(B) 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=9(B) K=9(B) L=9(B) M=9(B) N=9(B) 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: A-E=-214, F-J=-14 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=21(B) K=21(B) L=21(B) M=21(B) N=21(B) 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=21(B) K=21(B) L=21(B) M=21(B) N=21(B) 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=21(B) K=21(B) L=21(B) M=21(B) N=21(B) 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=21(B) K=21(B) L=21(B) M=21(B) N=21(B) Continued on page 3 Job GIL SHIRLEY - ANDY JOHN~N Truss Q01 Truss Type Roof Special Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:30 2020 Page 3 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-GHY1dQ2Dy?XsJ27ov3aUJGhNKKQqiS3LFs0NP3zJ093 LOAD CASE(S) Standard 19) Reversal: Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-284, F-J=-14 Concentrated Loads (lb) Vert: H=26(B) K=26(B) L=26(B) M=26(B) N=26(B) 20) Reversal: Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-267, F-J=-14 Concentrated Loads (lb) Vert: H=19(B) K=19(B) L=19(B) M=19(B) N=19(B) 21) Reversal: Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: A-E=-214, F-J=-14 22) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 24) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-168, F-J=-8 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 30) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-185, F-J=-14 Concentrated Loads (lb) Vert: H=-33(B) K=-33(B) L=-33(B) M=-33(B) N=-33(B) 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=-24(B) K=-24(B) L=-24(B) M=-24(B) N=-24(B) 33) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=-24(B) K=-24(B) L=-24(B) M=-24(B) N=-24(B) 34) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=-24(B) K=-24(B) L=-24(B) M=-24(B) N=-24(B) Continued on page 4 Job GIL SHIRLEY - ANDY JOHN~N Truss Q01 Truss Type Roof Special Girder Qty 2 Ply 2 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:30 2020 Page 4 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-GHY1dQ2Dy?XsJ27ov3aUJGhNKKQqiS3LFs0NP3zJ093 LOAD CASE(S) Standard 35) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: A-E=-245, F-J=-14 Concentrated Loads (lb) Vert: H=-24(B) K=-24(B) L=-24(B) M=-24(B) N=-24(B) Job GIL SHIRLEY - ANDY JOHN~N Truss S01 Truss Type GABLE COMMON Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-kU6Pqm3sjIfjxCi_Tn5jsUEXMkmhRw0VUWmwxWzJ092 Scale = 1:28.5 T1 T1 B1 B1 W1 HW1 HW1 ST1 ST1 A B C D E F G H 4x4 5x6 1.5x4 1.5x4 1.5x4 1.5x4 4x4 3x4 3x4 4x4 3x4 3x4 0-3-0 0-3-0 5-6-4 5-3-4 10-9-8 5-3-4 11-0-8 0-3-0 -1-6-0 1-6-0 5-6-4 5-6-4 11-0-8 5-6-4 12-6-8 1-6-0 0- 5 - 1 5 4- 7 - 1 0 0- 5 - 1 5 1- 1 0 - 1 0 9.00 12 4.50 12 Plate Offsets (X,Y)-- [B:0-0-11,0-1-11], [F:0-0-11,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.15 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.02 0.02 (loc) F-H F-H F B-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -l 3-4-6, Right 2x4 DF Stud/Std -l 3-4-6 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=673/0-3-0 (min. 0-1-8), F=673/0-3-0 (min. 0-1-8) Max HorzB=139(LC 7) Max UpliftB=-138(LC 8), F=-138(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-920/70, C-D=-736/84, D-E=-734/124, E-F=-917/109 BOT CHORD B-H=-30/648, F-H=-27/642 WEBS D-H=0/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) B, F considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=138, F=138. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss S02 Truss Type Scissor Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-Cggn263UUcnaZMHB1UdyPhni676wANGejAVTTyzJ091 Scale = 1:28.5 T1 T1 B1 B1 W1 HW1 HW1 A B C D E F G H 4x4 5x6 4x4 3x4 3x4 4x4 3x4 3x4 0-3-0 0-3-0 5-6-4 5-3-4 10-9-8 5-3-4 11-0-8 0-3-0 -1-6-0 1-6-0 5-6-4 5-6-4 11-0-8 5-6-4 12-6-8 1-6-0 0- 5 - 1 5 4- 7 - 1 0 0- 5 - 1 5 1- 1 0 - 1 0 9.00 12 4.50 12 Plate Offsets (X,Y)-- [B:0-0-11,0-1-11], [F:0-0-11,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.15 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.02 0.02 (loc) F-H F-H F B-H 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 SLIDER Left 2x4 DF Stud/Std -l 3-4-6, Right 2x4 DF Stud/Std -l 3-4-6 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=673/0-3-0 (min. 0-1-8), F=673/0-3-0 (min. 0-1-8) Max HorzB=139(LC 7) Max UpliftB=-138(LC 8), F=-138(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-920/70, C-D=-736/84, D-E=-734/124, E-F=-917/109 BOT CHORD B-H=-30/648, F-H=-27/642 WEBS D-H=0/528 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) B, F 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 100 lb uplift at joint(s) except (jt=lb) B=138, F=138. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss T01 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-gsE9FS46FwvRAWsNbC8BxvJvmXS2vq1nyqF1?OzJ090 Scale = 1:24.3 W4 T1 T2 T2 T1 W4 B1 W3 W1 W2 W2 W3 A B C D E H G F3x4 1.5x4 6x8 5x6 6x8 1.5x4 3x4 3x10 5-6-0 5-6-0 11-0-0 5-6-0 2-11-12 2-11-12 5-6-0 2-6-4 8-0-4 2-6-4 11-0-0 2-11-12 1- 9 - 5 3- 9 - 1 3 1- 9 - 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) G F-G F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=525/Mechanical, F=525/Mechanical Max HorzH=-49(LC 6) Max UpliftH=-97(LC 8), F=-97(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-602/107, C-D=-602/106 BOT CHORD G-H=-170/725, F-G=-136/725 WEBS B-H=-779/151, C-G=-44/421, B-G=-336/126, D-G=-336/127, D-F=-779/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss T02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-82oYTo5k0D1IogQZ8vfQU6s1HxoIeEwxAT_aYqzJ09? Scale = 1:19.7 W1 T1 W1 B1 W2 W1 W2 A B C F E D3x4 2x4 2x4 3x4 1.5x4 3x10 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 3- 1 - 5 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.16 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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=525/Mechanical, D=525/Mechanical Max UpliftF=-129(LC 4), D=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD E-F=-147/599, D-E=-147/599 WEBS B-F=-641/157, B-D=-641/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=129, D=129. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss T03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-cFMwg86MnX99Qp?micAf0KPCBL8cNhS4P7k84HzJ09_ Scale = 1:24.8 W1 T1 W1 B1 W2 W1 W2 A B C F E D3x4 2x4 2x4 3x4 1.5x4 3x10 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 4- 2 - 2 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.35 0.15 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 61 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=525/Mechanical, D=525/Mechanical Max UpliftF=-129(LC 4), D=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD E-F=-107/438, D-E=-107/438 WEBS B-F=-517/127, B-D=-517/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=129, D=129. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss T04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:36 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-4RvItT6_YrH01zayGKhuZXxNnlUm68QEenThbjzJ08z Scale = 1:19.7 W1 T1 W1 B1 W2 W1 W2 A B C F E D3x4 2x4 2x4 3x4 1.5x4 3x10 5-6-0 5-6-0 11-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 3- 1 - 5 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.36 0.16 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 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=525/Mechanical, D=525/Mechanical Max UpliftF=-129(LC 4), D=-129(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD E-F=-147/599, D-E=-147/599 WEBS B-F=-641/157, B-D=-641/157 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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=129, D=129. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss T05 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:37 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-YdTg5p7cJ8Ptf798p1C76lUbm8p_re1NsRDE79zJ08y Scale = 1:24.3 W4 T1 T2 T2 T1 W4 B1 W1 W2 W2 W3 W3 A B C D E H G F3x4 1.5x4 6x8 5x6 6x8 1.5x4 3x4 3x10 5-6-0 5-6-0 11-0-0 5-6-0 2-11-12 2-11-12 5-6-0 2-6-4 8-0-4 2-6-4 11-0-0 2-11-12 1- 9 - 5 3- 9 - 1 3 1- 9 - 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.16 0.16 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) G F-G F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 60 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=525/Mechanical, F=525/Mechanical Max HorzH=-49(LC 4) Max UpliftH=-97(LC 8), F=-97(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-602/107, C-D=-602/106 BOT CHORD G-H=-170/725, F-G=-136/725 WEBS C-G=-44/421, B-G=-336/126, D-G=-336/127, B-H=-779/151, D-F=-779/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) H, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss U01 Truss Type Monopitch Supported Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:38 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-1q12I98F4SXkHHkKNlkMey0mTYBea8yX55yogczJ08x Scale = 1:15.2 T1 W1 B1 ST1 A B C D F E 1.5x4 1.5x4 2x4 1.5x4 1.5x4 -1-6-0 1-6-0 2-0-0 2-0-0 0- 5 - 1 5 1- 1 1 - 1 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.16 0.00 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.00 (loc) A A l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 12 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 2-0-0 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) E=60/2-0-0 (min. 0-1-8), B=304/2-0-0 (min. 0-1-8), F=-49/2-0-0 (min. 0-1-8) Max HorzB=99(LC 8) Max UpliftE=-29(LC 8), B=-72(LC 8), F=-49(LC 1) Max GravE=60(LC 1), B=304(LC 1), F=41(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, B, F. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss U02 Truss Type Monopitch Qty 4 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:39 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-V0bRWV9tqmgbuRJXxSFbBAZx4yXfJbegKliLC2zJ08w Scale = 1:15.2 T1 W1 B1 A B C D 1.5x4 1.5x4 2x4 2-0-0 2-0-0 -1-6-0 1-6-0 2-0-0 2-0-0 0- 5 - 1 5 1- 1 1 - 1 5 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B B 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 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=27/Mechanical, B=288/0-5-8 (min. 0-1-8) Max HorzB=99(LC 8) Max UpliftD=-19(LC 8), B=-67(LC 8) Max GravD=34(LC 15), B=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job GIL SHIRLEY - ANDY JOHN~N Truss W01 Truss Type Monopitch Qty 10 Ply 1 Job Reference (optional) Run: 8.330 s Jan 22 2020 Print: 8.330 s Jan 22 2020 MiTek Industries, Inc. Thu May 7 15:41:40 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:oFYIbVVlBkd8EfzT0ZnOJ2zJ3cY-zC9pjrAVb3oSWbujVAmqjN66pMt122tpZPRukUzJ08v Scale = 1:13.4 T1 W1 B1 A B C D 1.5x4 1.5x4 2x4 1-6-0 1-6-0 -1-6-0 1-6-0 1-6-0 1-6-0 0- 5 - 1 5 1- 7 - 7 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) D=-22/Mechanical, B=287/0-5-8 (min. 0-1-8) Max HorzB=84(LC 8) Max UpliftD=-22(LC 1), B=-78(LC 8) Max GravD=21(LC 4), B=287(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard