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Home My WebLink AboutTRUSS SPECS - 18-00488 - 395 Eagle Summit St - New SFRJob 18-080233T Truss A01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:40 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-b7DcnT9dzI?UDl9lSClNJ?zF8ktoSQ4cTjqtFgyrutr Scale = 1:80.3 T1 T2 T4 B1 W8 W7 W6 W5 W4 W3 W2 W1 W2 W1 W2 W1 W2 W3 W4 W5 W6 W7 W8 T3 B1B3B2A B C D E F G H I J K L M W V U T S R Q P O N X Y Z AA AB AC AD AE AF AG AHAI AJ AK 4x12 9x12 MT18HS 3x6 2x4 4x5 3x6 8x12 MT20HS 5x8 2x4 4x8 5x12 MT20HS 8x12 MT20HS 4x5 3x8 4x5 8x12 MT20HS 3x6 4x5 3x6 2x4 9x12 MT18HS 4x12 Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special Special 3-9-5 3-9-5 7-6-11 3-9-5 11-4-0 3-9-5 16-1-1 4-9-1 20-8-6 4-7-5 25-3-10 4-7-5 29-10-15 4-7-5 34-8-0 4-9-1 38-5-5 3-9-5 42-2-11 3-9-5 46-0-0 3-9-5 3-9-5 3-9-5 7-6-11 3-9-5 11-4-0 3-9-5 16-1-1 4-9-1 20-8-6 4-7-5 25-3-10 4-7-5 29-10-15 4-7-5 34-8-0 4-9-1 38-5-5 3-9-5 42-2-11 3-9-5 45-6-8 3-3-13 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 5- 1 0 - 6 6- 0 - 3 0- 4 - 3 5- 1 0 - 6 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-14], [D:0-8-6,Edge], [F:0-6-0,0-3-0], [I:0-8-6,Edge], [L:0-3-8,0-2-0], [P:0-5-0,0-4-12], [R:0-6-0,0-4-8], [U: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 0.64 0.75 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.68 -0.94 0.24 0.50 (loc) R-S R-S L R-S l/defl >807 >586 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 583 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-5-10 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): D-I. BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. REACTIONS.(lb/size) A=6202/Mechanical, L=5781/0-5-8 (min. 0-3-1) Max HorzA=-136(LC 32) Max UpliftA=-2071(LC 5), L=-1991(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-12892/4383, B-C=-11992/4231, C-D=-10967/4035, D-E=-9704/3608, E-F=-13369/5167, F-G=-13369/5167, G-H=-12346/4809, H-I=-9976/3870, I-J=-11272/4329, J-K=-11442/4254, K-L=-11329/4082 BOT CHORD A-X=-3939/11493, W-X=-3939/11493, W-Y=-3939/11493, V-Y=-3939/11493, V-Z=-3755/10686, U-Z=-3755/10686, U-AA=-4567/12193, AA-AB=-4567/12193, T-AB=-4567/12193, T-AC=-4567/12193, AC-AD=-4567/12193, S-AD=-4567/12193, S-AE=-5107/13425, AE-AF=-5107/13425, AF-AG=-5107/13425, R-AG=-5107/13425, R-AH=-5107/13425, AH-AI=-5107/13425, Q-AI=-5107/13425, Q-AJ=-4661/12346, AJ-AK=-4661/12346, P-AK=-4661/12346, O-P=-3711/10193, N-O=-3570/9980, L-N=-3570/9980 WEBS B-W=-113/489, B-V=-904/297, C-V=-316/1163, C-U=-1247/403, D-U=-1692/4514, E-U=-3869/1641, E-T=-367/847, E-S=-847/1955, F-S=-375/146, G-R=-418/960, G-Q=-1793/693, H-Q=-889/2208, H-P=-3683/1473, I-P=-1822/4649, J-P=-433/303, K-O=-263/400, K-N=-269/144 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=2071 , L=1991. Continued on page 2 Job 18-080233T Truss A01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:40 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-b7DcnT9dzI?UDl9lSClNJ?zF8ktoSQ4cTjqtFgyrutr NOTES- 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 348 lb down and 117 lb up at 1-9-12, 348 lb down and 117 lb up at 3-9-12 , 348 lb down and 117 lb up at 5-9-12, 348 lb down and 117 lb up at 7-9-12, 348 lb down and 117 lb up at 9-9-12, 337 lb down and 178 lb up at 11-9-12, 337 lb down and 178 lb up at 13-9-12, 337 lb down and 178 lb up at 15-9-12, 337 lb down and 178 lb up at 17-9-12, 337 lb down and 178 lb up at 19-9-12, 337 lb down and 178 lb up at 21-9-12, 337 lb down and 178 lb up at 23-0-0, 337 lb down and 178 lb up at 24-7-4, 337 lb down and 178 lb up at 26-7-4, 337 lb down and 178 lb up at 28-7-4, 337 lb down and 178 lb up at 30-7-4, and 337 lb down and 178 lb up at 32-7-4, and 1532 lb down and 725 lb up at 34-7-4 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-I=-84, I-M=-84, A-L=-14 Concentrated Loads (lb) Vert: W=-348(B) V=-348(B) T=-337(B) P=-1532(B) X=-348(B) Y=-348(B) Z=-348(B) AA=-337(B) AB=-337(B) AC=-337(B) AD=-337(B) AE=-337(B) AF=-337(B) AG=-337(B) AH=-337(B) AI=-337(B) AJ=-337(B) AK=-337(B) Job 18-080233T Truss A02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:41 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-3Jn_?pAFkb7Lrvky0wGcsCVLP8CYBwLlhNaRn6yrutq Scale = 1:79.7 T1 T2 T4 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5 T3 T5 B1B2B2A B C D E F G H I N M L K J O P Q R4x8 5x8 5x8 6x8 3x6 2x4 7x10 6x8 3x6 7x10 2x4 5x8 4x8 7-0-0 7-0-0 14-0-0 7-0-0 23-0-0 9-0-0 32-0-0 9-0-0 39-0-0 7-0-0 46-0-0 7-0-0 7-0-0 7-0-0 14-0-0 7-0-0 20-0-0 6-0-0 26-0-0 6-0-0 32-0-0 6-0-0 39-0-0 7-0-0 45-6-8 6-6-8 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 7- 2 - 6 7- 4 - 3 0- 4 - 3 7- 2 - 6 6.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [C:0-4-6,Edge], [D:0-4-0,0-3-0], [F:0-4-6,Edge], [G:0-4-0,Edge], [H:0-0-0,0-0-4], [K:0-3-12,Edge], [L:0-4-0,Edge], [M:0-3-12,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 1.00 0.78 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.68 0.24 0.19 (loc) L-M L-M H L l/defl >999 >801 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 223 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except 2-0-0 oc purlins (3-2-8 max.): C-F. BOT CHORD Rigid ceiling directly applied or 8-5-15 oc bracing. WEBS 1 Row at midpt D-M, E-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=2235/Mechanical, H=2437/0-5-8 (min. 0-2-10) Max HorzA=-158(LC 9) Max UpliftA=-344(LC 8), H=-405(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-4430/641, B-C=-3647/594, C-D=-3125/558, D-E=-3687/642, E-F=-3092/554, F-G=-3606/589, G-H=-4301/601 BOT CHORD A-N=-599/3844, M-N=-599/3844, M-O=-567/3663, O-P=-567/3663, L-P=-567/3663, L-Q=-537/3652, Q-R=-537/3652, K-R=-537/3652, J-K=-459/3700, H-J=-458/3702 WEBS B-M=-795/314, C-M=-127/1080, D-M=-1026/273, D-L=-90/267, E-L=-71/285, E-K=-1050/278, F-K=-123/1061, G-K=-677/282 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) A=344, H=405. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:42 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-XWLMC9BtVvFCT3J8ZdnrOQ2ceYa3wN2vw1J_JYyrutp Scale = 1:79.7 T2 T3 T2 B1 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 T1 T4 B1B2B2 A B C D E F G H I J O N M L KP Q R S T U 5x6 5x6 4x8 5x8 5x6 3x6 3x8 5x6 3x8 3x8 3x6 5x8 5x6 4x8 8-4-0 8-4-0 16-8-0 8-4-0 23-0-0 6-4-0 29-4-0 6-4-0 37-8-0 8-4-0 46-0-0 8-4-0 5-6-11 5-6-11 11-1-5 5-6-11 16-8-0 5-6-11 23-0-0 6-4-0 29-4-0 6-4-0 34-10-11 5-6-11 40-5-5 5-6-11 45-6-8 5-1-3 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 8- 6 - 6 8- 8 - 3 0- 4 - 3 8- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [A:0-0-0,0-0-4], [B:0-3-0,0-3-4], [H:0-3-0,0-3-4], [I:0-0-0,0-0-4], [K:0-4-0,0-3-0], [M:0-3-0,0-3-4], [O:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.70 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.54 0.23 0.16 (loc) M M-N I M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W6,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-1 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): D-F. BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing. WEBS 1 Row at midpt E-N, E-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=2235/Mechanical, I=2437/0-5-8 (min. 0-2-10) Max HorzA=-181(LC 13) Max UpliftA=-371(LC 8), I=-433(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-4460/724, B-C=-4118/675, C-D=-3309/530, D-E=-2861/514, E-F=-2842/506, F-G=-3288/521, G-H=-4002/641, H-I=-4309/681 BOT CHORD A-O=-710/3887, O-P=-512/3380, P-Q=-512/3380, N-Q=-512/3380, N-R=-355/3138, M-R=-355/3138, M-S=-355/3138, L-S=-355/3138, L-T=-331/3324, T-U=-331/3324, K-U=-331/3324, I-K=-499/3717 WEBS B-O=-421/218, C-O=-95/479, C-N=-735/295, D-N=-111/983, E-N=-723/185, E-M=0/285, E-L=-746/189, F-L=-111/976, G-L=-685/282, G-K=-68/384, H-K=-329/193 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) A=371, I=433. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:43 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-0ivkPVCVGDN34DuK7LI4xdbnoyvNfwn29h3Yr_yruto Scale = 1:82.4 T2 T3 T2 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5T1 T1 B1B2B3B2A B C D E F G H I J K O N M LP Q R S T U 5x6 5x6 5x6 5x8 5x8 3x6 5x8 3x6 5x8 3x6 5x8 5x8 5x6 9-8-0 9-8-0 19-4-0 9-8-0 26-8-0 7-4-0 36-4-0 9-8-0 46-0-0 9-8-0 -2-0-0 2-0-0 6-5-5 6-5-5 12-10-11 6-5-5 19-4-0 6-5-5 23-0-0 3-8-0 26-8-0 3-8-0 33-1-5 6-5-5 39-6-11 6-5-5 45-6-8 5-11-13 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 9- 1 0 - 6 10 - 0 - 3 0- 4 - 3 9- 1 0 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [I:0-4-0,0-3-0], [J:0-1-11,Edge], [L:0-4-0,0-3-0], [M:0-4-0,0-3-0], [N:0-4-0,0-3-0], [O:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.70 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.64 0.21 0.16 (loc) N-O N-O J N l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 244 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 BRACING- TOP CHORD Sheathed or 2-8-3 oc purlins, except 2-0-0 oc purlins (4-0-14 max.): E-G. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. WEBS 1 Row at midpt D-N, F-N, F-M, H-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2424/0-5-8 (min. 0-2-9), J=2424/0-5-8 (min. 0-2-9) Max HorzB=-187(LC 9) Max UpliftB=-455(LC 8), J=-455(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4257/724, C-D=-3886/675, D-E=-3004/526, E-F=-2565/517, F-G=-2565/517, G-H=-3004/526, H-I=-3886/675, I-J=-4257/725 BOT CHORD B-O=-716/3668, O-P=-511/3156, P-Q=-511/3156, N-Q=-511/3156, N-R=-251/2635, R-S=-251/2635, M-S=-251/2635, M-T=-323/3156, T-U=-323/3156, L-U=-323/3156, J-L=-529/3668 WEBS C-O=-429/233, D-O=-89/495, D-N=-844/334, E-N=-135/896, F-N=-510/146, F-M=-510/146, G-M=-135/896, H-M=-844/334, H-L=-89/495, I-L=-429/233 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 100 lb uplift at joint(s) except (jt=lb) B=455, J=455. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:44 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-UuS6drC70WVviNTWh2pJTr7vXLGeOKzCOLo5ORyrutn Scale = 1:82.4 T3 T4 T3 B1 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6T1 T2 T1 T2 B1B3B2A B C D E F G H I J P O N M L K Q R 6x8 6x8 5x6 6x8 5x6 5x8 5x8 2x4 3x6 7x10 5x6 5x8 2x4 5x6 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 24-0-0 2-0-0 31-4-0 7-4-0 38-8-0 7-4-0 46-0-0 7-4-0 -2-0-0 2-0-0 7-4-0 7-4-0 14-8-0 7-4-0 22-0-0 7-4-0 24-0-0 2-0-0 31-4-0 7-4-0 38-8-0 7-4-0 45-6-8 6-10-8 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 11 - 2 - 6 11 - 4 - 3 0- 4 - 3 11 - 2 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [D:0-4-0,Edge], [E:0-4-6,Edge], [G:0-4-0,Edge], [H:0-4-0,0-3-4], [I:0-1-11,Edge], [L:0-2-12,0-3-4], [M:0-3-4,Edge], [O:0-4-0 ,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.63 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.52 0.22 0.17 (loc) N-O N-O I N-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 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* W6: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-1-10 max.): E-F. BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. WEBS 1 Row at midpt C-O, D-N, E-M, G-M, H-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=2424/0-5-8 (min. 0-2-9), I=2424/0-5-8 (min. 0-2-9) Max HorzB=-211(LC 13) Max UpliftB=-476(LC 8), I=-476(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4255/742, C-D=-3506/639, D-E=-2733/531, E-F=-2310/528, F-G=-2735/532, G-H=-3505/639, H-I=-4255/743 BOT CHORD B-P=-747/3654, O-P=-748/3651, O-Q=-509/3012, N-Q=-509/3012, M-N=-254/2307, M-R=-318/3011, L-R=-318/3011, K-L=-538/3652, I-K=-537/3654 WEBS C-P=0/257, C-O=-734/269, D-O=-59/464, D-N=-1017/363, E-N=-221/783, E-M=-417/437, F-M=-187/781, G-M=-1013/363, G-L=-59/461, H-L=-735/269, H-K=0/258 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=476, I=476. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A06 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-y50VqADmnqdmKW2jFmKY02g5EleK7jOLc?Yewtyrutm Scale = 1:78.6 T3 T3 B1 W1 W2 W3 W4 W5 W1W2 W3 W4W5T1 T2 T1 T2 B1B3B2A B C D E F G H I O N M L K JP Q R S T U 7x10 5x6 7x10 5x6 5x8 5x8 5x8 7x10 2x4 4x5 7x10 2x4 5x6 5-7-6 5-7-6 11-2-12 5-7-6 19-0-15 7-10-3 26-11-1 7-10-3 34-9-4 7-10-3 40-4-10 5-7-6 46-0-0 5-7-6 -2-0-0 2-0-0 7-8-0 7-8-0 15-4-0 7-8-0 23-0-0 7-8-0 30-8-0 7-8-0 38-4-0 7-8-0 45-6-8 7-2-8 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 11 - 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [H:0-1-11,Edge], [K:0-4-0,0-3-0], [L: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 0.75 0.47 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.29 0.07 0.09 (loc) M-N M-N K M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 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,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-L, F-K, D-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1759/0-5-8 (min. 0-1-14), K=2757/0-5-8 (min. 0-2-15), H=333/0-3-8 (min. 0-1-8) Max HorzB=-221(LC 9) Max UpliftB=-384(LC 8), K=-449(LC 9), H=-141(LC 9) Max GravB=1759(LC 1), K=2757(LC 1), H=517(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2844/538, C-D=-2301/517, D-E=-1523/423, E-F=-913/303, F-G=-124/1076, G-H=-188/521 BOT CHORD B-O=-574/2401, N-O=-590/2351, N-P=-332/1651, P-Q=-332/1651, M-Q=-332/1651, M-R=-50/925, R-S=-50/925, L-S=-50/925, L-T=0/369, T-U=0/369, K-U=0/369, J-K=-483/161, H-J=-439/180 WEBS E-L=-658/169, F-L=-104/887, F-K=-2451/425, G-K=-679/285, E-M=-314/1056, D-M=-987/406, D-N=-153/608, C-N=-608/271 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=384, K=449, H=141. 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 18-080233T Truss A07 Truss Type Roof Special Qty 2 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-QHat2WEOY8ldxgdvoTsnZGDKU9xEs9hUrfHCSJyrutl Scale = 1:82.9 T3 T4 B1 B3 B4 B5 B6 W12 W7 W3 W4 W1 W2 W5 W6 W9 W8 W11 W13T1 T2 T6 T5 B2 W10 A B C D E F G H I J K L M U T S R Q P O N V W 5x8 5x6 5x8 4x5 3x4 3x4 3x4 4x5 7x10 5x8 6x12 2x4 5x8 6x12 3x6 4x8 3x6 2x4 5x6 10-0-0 10-0-0 20-0-0 10-0-0 27-9-4 7-9-4 32-6-8 4-9-4 34-9-4 2-2-12 40-4-10 5-7-6 46-0-0 5-7-6 -2-0-0 2-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 23-0-0 3-0-0 27-9-4 4-9-4 32-6-8 4-9-4 34-9-4 2-2-12 39-3-4 4-6-0 40-4-10 1-1-6 45-6-8 5-1-14 46-0-0 0-5-8 48-0-0 2-0-0 0- 4 - 3 11 - 1 0 - 3 0- 4 - 3 3- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,Edge], [C:0-4-0,0-3-0], [D:0-4-0,0-3-0], [J:0-3-0,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 0.46 0.69 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.38 0.09 0.09 (loc) R-S T-U O B-U l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 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 *Except* B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W7,W3,W4,W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1717/0-5-8 (min. 0-1-13), L=203/0-3-8 (min. 0-1-8), O=2929/0-5-8 (min. 0-3-2) Max HorzB=-221(LC 13) Max UpliftB=-384(LC 8), L=-181(LC 19), O=-417(LC 9) Max GravB=1717(LC 1), L=419(LC 20), O=2929(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2733/569, C-D=-2323/510, D-E=-1902/437, E-F=-1844/543, F-G=-984/322, G-H=-965/223, H-I=-82/714, I-J=-126/1249, J-K=-138/1059, K-L=-133/625 BOT CHORD B-U=-611/2317, E-S=-447/221, S-V=-61/1063, V-W=-61/1063, R-W=-61/1063, Q-R=-563/260, H-Q=-1976/338, N-O=-535/158, L-N=-535/158 WEBS C-U=-485/251, S-U=-482/2106, D-S=-563/267, F-S=-456/1500, F-R=-653/142, G-R=-451/229, H-R=-274/1708, O-Q=-1787/402, I-Q=0/655, K-O=-639/217, I-O=-1084/80 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=384, L=181, O=417. 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 18-080233T Truss A08 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-QHat2WEOY8ldxgdvoTsnZGDDi9zysABUrfHCSJyrutl Scale = 1:78.6 T2 T3 B1 B2 B3 B4 B5 W9 W4 W3 W1 W2 W5 W6 W8 W7 W12 W13W14 W10 T1 T5 T4 W11 A B C D E F G H I J K T S R Q P O N M L U V 7x10 5x6 5x8 2x4 2x4 2x4 2x4 3x6 4x8 6x12 1.5x4 4x8 6x12 3x6 3x8 3x4 1.5x4 7x10 3x6 7-9-0 7-9-0 15-6-0 7-9-0 23-3-4 7-9-4 28-0-8 4-9-4 30-3-4 2-2-12 35-10-10 5-7-6 41-6-0 5-7-6 7-9-0 7-9-0 15-6-0 7-9-0 18-6-0 3-0-0 23-3-4 4-9-4 28-0-8 4-9-4 30-3-4 2-2-12 34-9-4 4-6-0 35-10-10 1-1-6 41-0-8 5-1-14 41-6-0 0-5-8 43-6-0 2-0-0 2- 7 - 3 11 - 1 0 - 3 0- 4 - 3 3- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.51 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 0.05 0.05 (loc) P-Q P-Q M C-Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 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 *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W4,W3,W1,W2,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) T=1334/0-5-8 (min. 0-1-8), J=362/0-3-8 (min. 0-1-8), M=2527/0-5-8 (min. 0-2-11) Max HorzT=-293(LC 9) Max UpliftT=-271(LC 8), J=-177(LC 9), M=-378(LC 9) Max GravT=1334(LC 1), J=477(LC 20), M=2527(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1550/320, B-C=-1638/374, C-D=-1559/488, D-E=-996/309, E-F=-976/231, F-G=0/337, G-H=-42/901, H-I=-53/711, I-J=-176/331, A-T=-1285/297 BOT CHORD S-T=-126/279, C-Q=-485/241, Q-U=-35/934, U-V=-35/934, P-V=-35/934, F-O=-1566/242, L-M=-255/84, J-L=-255/84 WEBS B-S=-755/247, Q-S=-319/1374, D-Q=-377/1126, D-P=-389/74, E-P=-452/229, F-P=-179/1306, M-O=-1251/318, G-O=-6/697, I-M=-631/217, A-S=-180/1238, G-M=-1130/95 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) T=271, J=177, M=378. 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 18-080233T Truss A09 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:48 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-MgidTCFe4l?LB_nIwuuFehIbbzgtK6lnIzmJXCyrutj Scale = 1:68.6 T1 T2 B1 W1 W3 W5 W6 W7 W4 W2 T4 T3 B2 A B C D E F J I H G K L 5x6 6x8 2x4 5x6 4x8 6x8 1.5x4 6x8 4x5 7-6-0 7-6-0 15-2-0 7-8-0 22-10-0 7-8-0 30-6-0 7-8-0 7-6-0 7-6-0 15-2-0 7-8-0 22-10-0 7-8-0 30-0-8 7-2-8 30-6-0 0-5-8 32-6-0 2-0-0 8- 1 - 3 11 - 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-4], [C:0-4-0,Edge], [D:0-4-0,Edge], [E:0-1-0,Edge], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.48 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.20 0.07 0.08 (loc) H-I E-G E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 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* W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-I, C-I, D-H, A-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1473/0-5-8 (min. 0-1-9), E=1673/0-3-8 (min. 0-1-13) Max HorzJ=-420(LC 9) Max UpliftJ=-309(LC 9), E=-346(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-956/250, B-C=-978/224, C-D=-1818/348, D-E=-2658/466, A-J=-1426/333 BOT CHORD J-K=-37/417, I-K=-37/417, I-L=-26/1494, H-L=-26/1494, G-H=-290/2238, E-G=-289/2241 WEBS B-I=-32/287, C-I=-1101/392, C-H=-71/501, D-H=-832/297, D-G=0/278, A-I=-247/1047 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) J=309, E=346. 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 18-080233T Truss A10 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-qsG?gYGGr37Co8LUUbPUAuqmLM?S3Z2xXcWs3eyruti Scale = 1:68.6 T1 T2 B1 W1 W3 W5 W6 W7 W4 W2 T4 T3 B2 A B C D E F J I H G K L 5x6 6x8 2x4 5x6 4x8 6x8 1.5x4 6x8 4x5 7-6-0 7-6-0 15-2-0 7-8-0 22-10-0 7-8-0 30-6-0 7-8-0 7-6-0 7-6-0 15-2-0 7-8-0 22-10-0 7-8-0 30-0-8 7-2-8 30-6-0 0-5-8 32-6-0 2-0-0 8- 1 - 3 11 - 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:Edge,0-2-4], [C:0-4-0,Edge], [D:0-4-0,Edge], [E:0-1-0,Edge], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.46 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.20 0.06 0.07 (loc) H-I H-I E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 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* W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-I, C-I, D-H, A-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1469/0-5-8 (min. 0-1-9), E=1676/0-5-8 (min. 0-1-13) Max HorzJ=-420(LC 9) Max UpliftJ=-308(LC 9), E=-347(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-952/249, B-C=-975/223, C-D=-1808/345, D-E=-2630/460, A-J=-1422/332 BOT CHORD J-K=-37/417, I-K=-37/417, I-L=-24/1485, H-L=-24/1485, G-H=-284/2208, E-G=-283/2211 WEBS B-I=-33/285, C-I=-1094/391, C-H=-69/493, D-H=-808/291, D-G=0/276, A-I=-246/1042 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) J=308, E=347. 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 18-080233T Truss A11 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-I2qOtuHucMF3QIwg1Jwjj6N?GmPzo0w4mGFPb4yruth Scale = 1:52.5 W5 T1 T3 B1 W7 W5 W6 W5 W1 W2 W3 W4 T2 B3B2 A B C D E F G H M L K J I 3x4 3x4 7x10 3x6 4x8 5x6 7x10 3x4 1.5x4 4x5 3x6 6-6-0 6-6-0 6-8-12 0-2-12 12-5-5 5-8-9 18-8-0 6-2-11 24-4-0 5-8-0 30-0-0 5-8-0 6-2-11 6-2-11 6-8-12 0-6-1 12-5-5 5-8-9 18-8-0 6-2-11 24-4-0 5-8-0 29-6-8 5-2-8 30-0-0 0-5-8 32-0-0 2-0-0 5- 1 0 - 6 6- 0 - 3 0- 4 - 3 5- 1 0 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-1-12], [B:0-3-0,Edge], [J:0-3-8,Edge], [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 0.54 0.25 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.03 0.03 (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: 159 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W7,W6,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: L-M. WEBS 1 Row at midpt D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1857/0-5-8 (min. 0-2-0), G=1239/0-5-8 (min. 0-1-8) Max HorzL=-263(LC 9) Max UpliftL=-576(LC 4), G=-253(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-143/313, D-E=-994/221, E-F=-1214/199, F-G=-1779/286 BOT CHORD L-M=-313/143, K-L=0/626, J-K=0/626, I-J=-152/1481, G-I=-152/1481 WEBS C-M=-199/436, C-L=-845/345, D-L=-1310/297, D-J=-141/484, F-J=-552/221 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) L=576, G=253. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A12 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-I2qOtuHucMF3QIwg1Jwjj6NwbmNZo_54mGFPb4yruth Scale = 1:52.9 W7 T1 T2 B1 W6 W5 W1 W2 W3 W4 T3 B2 A B C D E F J I H GK L M 1.5x4 5x6 5x6 5x8 3x6 3x6 7x10 1.5x4 3x6 6-6-0 6-6-0 6-8-12 0-2-12 16-0-0 9-3-4 23-0-0 7-0-0 30-0-0 7-0-0 8-0-0 8-0-0 16-0-0 8-0-0 23-0-0 7-0-0 29-6-8 6-6-8 30-0-0 0-5-8 32-0-0 2-0-0 7- 2 - 6 7- 4 - 3 0- 4 - 3 7- 2 - 6 6.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-3-4], [H:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.34 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.26 0.03 0.04 (loc) H-I H-I E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 155 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W6,W1,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-7-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-C. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: H-I. WEBS 1 Row at midpt A-I, B-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1857/0-5-8 (min. 0-2-0), E=1239/0-5-8 (min. 0-1-8) Max HorzI=-318(LC 9) Max UpliftI=-562(LC 4), E=-260(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-129/270, B-C=-758/201, C-D=-975/167, D-E=-1724/289 BOT CHORD I-L=-88/291, L-M=-88/291, H-M=-88/291, G-H=-141/1416, E-G=-140/1418 WEBS A-I=-418/201, B-I=-1452/427, B-H=-227/999, D-H=-753/295 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) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=562, E=260. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:51 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-nFOm5EIWNgNw2RVtb0RyGJwAZAjkXRFE?w?z7Xyrutg Scale = 1:52.5 W5 T1 T2 B1 W6 W5 W1 W2 W3 W4 W7 T3 B3B2 A B C D E F G K J I HLMN O 3x4 2x4 4x5 4x8 2x4 7x10 3x4 5x6 5x6 3x6 6-6-0 6-6-0 6-8-12 0-2-12 13-4-0 6-7-4 21-8-0 8-4-0 30-0-0 8-4-0 6-8-0 6-8-0 13-4-0 6-8-0 18-10-11 5-6-11 24-5-5 5-6-11 29-6-8 5-1-3 30-0-0 0-5-8 32-0-0 2-0-0 8- 6 - 6 8- 8 - 3 0- 4 - 3 8- 6 - 6 6.00 12 Plate Offsets (X,Y)-- [E:0-3-0,0-3-0], [H:0-3-0,0-3-4], [I:0-3-0,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 0.57 0.35 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.03 0.03 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 171 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,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-C. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt A-K, B-J, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1852/0-5-8 (min. 0-2-0), F=1244/0-5-8 (min. 0-1-8) Max HorzJ=-372(LC 9) Max UpliftJ=-543(LC 4), F=-259(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-500/164, C-D=-660/138, D-E=-1442/267, E-F=-1771/310 BOT CHORD J-M=-194/384, I-M=-194/384, I-N=0/1006, N-O=0/1006, H-O=0/1006, F-H=-172/1475 WEBS B-K=-154/328, B-J=-1748/525, B-I=-274/1084, D-I=-737/292, D-H=-77/435, E-H=-387/203 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 100 lb uplift at joint(s) except (jt=lb) J=543, F=259. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A14 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-FRx8IaJ98_Vnfb439kyBoXSL8a16Gx?NDakWgzyrutf Scale = 1:57.5 W8 T1 T2 B1 W5 W4 W1 W2 W3 W6 W7 T3 B3B2 A B C D E F G K J I HL M N O P 3x4 1.5x4 6x8 5x8 3x4 3x6 3x4 5x8 5x6 3x6 6-6-0 6-6-0 6-8-12 0-2-12 10-8-0 3-11-4 20-4-0 9-8-0 30-0-0 9-8-0 5-4-0 5-4-0 10-8-0 5-4-0 17-1-5 6-5-5 23-6-11 6-5-5 29-6-8 5-11-13 30-0-0 0-5-8 32-0-0 2-0-0 9- 1 0 - 6 10 - 0 - 3 0- 4 - 3 9- 1 0 - 6 6.00 12 Plate Offsets (X,Y)-- [C:0-4-6,Edge], [E:0-3-0,0-3-4], [H:0-4-0,0-3-0], [I:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.47 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.34 0.03 0.04 (loc) H-I H-I F F-H l/defl >999 >805 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 181 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* W6,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-C. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt A-K, B-J, C-J, D-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1857/0-5-8 (min. 0-2-0), F=1239/0-5-8 (min. 0-1-8) Max HorzJ=-426(LC 9) Max UpliftJ=-525(LC 4), F=-248(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-373/64, D-E=-1329/226, E-F=-1718/279 BOT CHORD J-N=-14/362, I-N=-14/362, I-O=0/843, O-P=0/843, H-P=0/843, F-H=-135/1421 WEBS B-J=-746/299, C-J=-1145/314, C-I=-182/745, D-I=-889/344, D-H=-96/540, E-H=-475/244 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 100 lb uplift at joint(s) except (jt=lb) J=525, F=248. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss A15 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:52 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-FRx8IaJ98_Vnfb439kyBoXSGCa3IGuiNDakWgzyrutf Scale = 1:69.1 W7 T1 T2 B1 W4 W2 W3 W5 W6 W8 T4 T3 B2 W1 A B C D E F K J I H G L M 2x4 5x6 9x12 MT18HS 5x8 5x6 3x4 5x8 1.5x4 3x6 3x6 6-8-0 6-8-0 8-0-0 1-4-0 15-4-0 7-4-0 22-8-0 7-4-0 30-0-0 7-4-0 8-0-0 8-0-0 15-4-0 7-4-0 22-8-0 7-4-0 29-6-8 6-10-8 30-0-0 0-5-8 32-0-0 2-0-0 11 - 2 - 6 11 - 4 - 3 0- 4 - 3 11 - 2 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-7-12,0-1-12], [C:0-4-0,0-3-4], [D:0-4-0,0-3-4], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.33 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.03 0.05 (loc) H-I H-I E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 187 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 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* W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (9-11-1 max.): A-B. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: I-J. WEBS 1 Row at midpt A-J, C-I, D-H, B-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=1228/0-5-8 (min. 0-1-8), J=1868/0-3-8 (min. 0-2-0) Max HorzJ=-480(LC 9) Max UpliftE=-227(LC 9), J=-509(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-887/94, D-E=-1678/205 BOT CHORD I-J=-88/452, I-M=0/666, H-M=0/666, G-H=-62/1368, E-G=-60/1370 WEBS A-J=-425/180, B-I=-218/709, C-I=-1033/374, C-H=-68/489, D-H=-784/283, D-G=0/260, B-J=-1375/405 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) 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, 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) E=227, J=509. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:54 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-Bp3ujFKPgbmVvvERG9?ftyYi3NiZkmBghuDdksyrutd Scale = 1:59.0 T1 T2 T4 B1 W5 W3 W2 W1 W2 W1 W2 W1 W2 W4 W5 HW1 HW1 T3 B3B2 A B C D E F G H I O N M L K JP Q R 5x6 6x8 3x6 3x8 3x8 7x10 5x6 7x10 4x5 5x8 3x4 3x4 6x8 5x6 Special Special Special Special 5-6-0 5-6-0 10-0-9 4-6-9 14-7-2 4-6-9 19-1-11 4-6-9 23-8-4 4-6-9 27-3-8 3-7-4 32-9-8 5-6-0 -2-0-0 2-0-0 5-6-0 5-6-0 10-0-9 4-6-9 14-7-2 4-6-9 19-1-11 4-6-9 23-8-4 4-6-9 27-3-8 3-7-4 32-4-0 5-0-8 32-9-8 0-5-8 0- 8 - 3 4- 2 - 8 4- 4 - 3 0- 8 - 3 4- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:Edge,0-2-5], [B:0-1-9,0-5-13], [B:0-0-12,0-1-3], [C:0-3-0,0-2-3], [E:0-3-0,0-3-0], [H:0-3-0,0-2-3], [I:0-5-13,0-1-9], [I:0-1-3,0-0-12], [I:Edge,0-3-12], [L:0-5-0 ,0-4-8], [M:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.53 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.03 0.07 (loc) M-N M-N K M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 374 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 WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C-H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K,I-J. REACTIONS.(lb/size) B=2876/0-3-8 (min. 0-1-9), K=4084/0-3-8 (min. 0-2-3), I=-522/0-5-8 (min. 0-1-8) Max HorzB=121(LC 24) Max UpliftB=-782(LC 8), K=-1057(LC 5), I=-778(LC 19) Max GravB=2877(LC 19), K=4084(LC 1), I=347(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4238/1241, C-D=-3237/1011, D-E=-3226/914, E-F=-3226/914, F-G=-602/2113, G-H=-377/1110, H-I=-490/1445 BOT CHORD B-O=-1046/3311, O-P=-1388/4662, P-Q=-1388/4662, N-Q=-1388/4662, N-R=-1388/4662, M-R=-1388/4662, L-M=-208/727, K-L=-208/727, J-K=-2113/614, I-J=-1146/376 WEBS C-O=-652/2103, D-O=-1930/549, D-N=-530/1951, D-M=-1880/602, E-M=-379/146, F-M=-941/3269, F-K=-3709/1041, G-K=-1514/413, G-J=-385/1619, H-J=-1092/313 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 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=782, K=1057, I=778. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 751 lb down and 337 lb up at 5-6-0 , 337 lb down and 137 lb up at 7-6-12, and 337 lb down and 137 lb up at 9-6-12, and 1649 lb down and 436 lb up at 11-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job 18-080233T Truss B01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:54 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-Bp3ujFKPgbmVvvERG9?ftyYi3NiZkmBghuDdksyrutd LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-H=-84, H-I=-84, B-I=-14 Concentrated Loads (lb) Vert: O=-751(B) P=-337(B) Q=-337(B) R=-1649(B) Job 18-080233T Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:54 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-Bp3ujFKPgbmVvvERG9?ftyYfCNlbkrDghuDdksyrutd Scale = 1:59.2 T1 T2 T4 B1 W6 W3 W2 W1 W4 W5 W6 HW1 HW1 T3 B3B2 A B C D E F G H I M L K J 5x6 5x8 4x5 3x4 3x4 3x6 3x4 3x4 5x6 3x4 3x6 5x6 5x8 1.5x4 7-0-0 7-0-0 15-4-2 8-4-2 23-8-4 8-4-2 25-9-8 2-1-4 32-9-8 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 13-3-3 6-3-3 19-6-5 6-3-3 25-9-8 6-3-3 32-4-0 6-6-8 32-9-8 0-5-8 0- 8 - 3 5- 2 - 8 5- 4 - 3 0- 8 - 3 5- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-5], [D:0-3-0,0-2-3], [E:0-4-0,0-3-0], [G:0-4-12,0-2-0], [I:0-2-11,0-0-8], [K:0-3-0,0-3-0], [L:0-3-0,0-3-4] 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 0.61 0.34 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.14 0.04 0.05 (loc) L-M L-M I I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 161 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 4-0-10, Right 2x4 DF Stud/Std 4-0-10 BRACING- TOP CHORD Sheathed or 5-3-1 oc purlins, except 2-0-0 oc purlins (5-8-9 max.): D-G. 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) I=370/0-5-8 (min. 0-1-8), B=1314/0-3-8 (min. 0-1-8), K=1705/0-3-8 (min. 0-1-14) Max HorzB=148(LC 5) Max UpliftI=-245(LC 9), B=-260(LC 8), K=-409(LC 5) Max GravI=452(LC 16), B=1314(LC 1), K=1759(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1571/219, C-D=-1349/235, D-E=-1124/267, E-F=-1173/319, F-G=-250/489, G-H=-292/350, H-I=-440/322 BOT CHORD B-M=-218/1130, L-M=-251/1341, K-L=-170/735, J-K=-258/210, I-J=-256/214 WEBS D-M=-47/341, E-M=-399/207, E-L=-498/203, F-L=-144/757, F-K=-1487/435, G-K=-686/138 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=245, B=260, K=409. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B03 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:55 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-f0dHxbL1RvuMW3peqsWuQ94o3n68TImpvYzAGIyrutc Scale = 1:43.2 T1 T2 W4 B1 W3 W1 W2 W4 W5 HW1 B2 A B C D E F G J I HKL 5x6 3x4 3x6 3x8 3x6 1.5x4 7x10 1.5x4 4x8 8-6-0 8-6-0 16-1-12 7-7-12 23-9-8 7-7-12 -2-0-0 2-0-0 4-3-0 4-3-0 8-6-0 4-3-0 16-1-12 7-7-12 23-4-0 7-2-4 23-9-8 0-5-8 0- 8 - 3 6- 2 - 8 6- 4 - 3 6- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-15,Edge], [E:0-3-0,0-2-3], [J:0-3-0,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 0.73 0.32 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.03 (loc) H-I H-I H I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 2-5-15 BRACING- TOP CHORD Sheathed or 5-1-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-14 max.): E-G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-J, F-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1151/0-5-8 (min. 0-1-8), B=1341/0-3-8 (min. 0-1-8) Max HorzB=278(LC 8) Max UpliftH=-273(LC 5), B=-226(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1645/228, C-D=-1537/246, D-E=-1374/245, E-F=-1075/234, G-H=-259/99 BOT CHORD B-J=-346/1223, J-K=-258/1094, I-K=-258/1094, I-L=-258/1094, H-L=-258/1094 WEBS E-J=0/285, F-I=0/313, F-H=-1363/322 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 100 lb uplift at joint(s) except (jt=lb) H=273, B=226. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:56 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-7CBf8xMfCC0C8DOqOZ17zNd1JBPeCm4z8Cikpkyrutb Scale = 1:46.0 T1 T2 T3 B1 W4 W3 W2 W1 W2 W3 HW1 W6 W5 B2 A B C D E F G H K J ILM 5x6 5x6 5x6 5x6 3x6 1.5x4 7x10 1.5x4 3x8 10x16 10-0-0 10-0-0 16-4-12 6-4-12 22-9-8 6-4-12 23-9-8 1-0-0 -2-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 16-4-12 6-4-12 22-9-8 6-4-12 23-4-0 0-6-8 23-9-8 0-5-8 0- 8 - 3 7- 2 - 8 7- 4 - 3 6- 8 - 3 7- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-7,0-1-0], [E:0-3-0,0-2-3], [G:0-3-0,0-2-3], [H:Edge,0-2-2], [I:0-5-8,Edge], [K:0-3-4,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 0.50 0.43 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.27 0.03 0.02 (loc) B-K B-K I J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 152 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std 2-11-6 BRACING- TOP CHORD Sheathed or 5-4-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-K, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1341/0-3-8 (min. 0-1-8), I=1151/0-5-8 (min. 0-1-8) Max HorzB=308(LC 8) Max UpliftB=-234(LC 8), I=-233(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1635/227, C-D=-1417/248, D-E=-1288/208, E-F=-977/217 BOT CHORD B-K=-380/1220, K-L=-205/894, J-L=-205/894, J-M=-205/894, I-M=-205/894 WEBS D-K=-321/217, E-K=0/264, F-J=0/306, F-I=-1164/262, G-I=-396/143 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 100 lb uplift at joint(s) except (jt=lb) B=234, I=233. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-bOl1LHMHzW83mNz0yHYMVaA4LbkhxCd6NsSHLAyruta Scale = 1:49.7 T2 T3 T4 B1 W6 W3 W2 W1 W1 W2 HW1 W5 W4 T1 B2 A B C D E F G H L K J IM N 5x6 5x6 5x6 4x5 3x4 3x4 1.5x4 7x10 3x4 1.5x4 4x8 5x6 5-9-0 5-9-0 11-6-0 5-9-0 21-3-8 9-9-8 23-9-8 2-6-0 -2-0-0 2-0-0 5-9-0 5-9-0 11-6-0 5-9-0 16-4-12 4-10-12 21-3-8 4-10-12 23-4-0 2-0-8 23-9-8 0-5-8 0- 8 - 3 8- 2 - 8 8- 4 - 3 6- 8 - 3 8- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-2-15,0-0-4], [D:0-3-0,0-3-0], [E:0-3-0,0-2-3], [G:0-3-0,0-2-3], [K:0-3-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.50 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.42 0.03 0.02 (loc) J-K J-K I L l/defl >984 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W6,W3,W5,W4: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 3-4-11 BRACING- TOP CHORD Sheathed or 5-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: I-J. WEBS 1 Row at midpt F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1341/0-3-8 (min. 0-1-8), I=1151/0-5-8 (min. 0-1-8) Max HorzB=326(LC 8) Max UpliftB=-243(LC 8), I=-168(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1643/220, C-D=-1384/236, D-E=-1191/202, E-F=-879/226, F-G=-315/77, G-H=-410/64, H-I=-1176/145 BOT CHORD B-L=-381/1213, K-L=-382/1213, K-M=-170/744, M-N=-170/744, J-N=-170/744 WEBS D-K=-420/240, F-K=-102/328, F-J=-816/226, H-J=-145/951 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 100 lb uplift at joint(s) except (jt=lb) B=243, I=168. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-bOl1LHMHzW83mNz0yHYMVaA4HbnGxCK6NsSHLAyruta Scale = 1:54.0 T2 T3 T4 B1 W6 W3 W2 W1 W2 HW1 W5 W4 T1 B2 A B C D E F G K J I HL 5x6 5x6 5x6 3x6 3x4 3x4 5x8 1.5x4 1.5x4 4x8 5x6 6-6-0 6-6-0 13-0-0 6-6-0 19-9-8 6-9-8 23-9-8 4-0-0 -2-0-0 2-0-0 6-6-0 6-6-0 13-0-0 6-6-0 19-9-8 6-9-8 23-4-0 3-6-8 23-9-8 0-5-8 0- 8 - 3 9- 2 - 8 9- 4 - 3 6- 8 - 3 9- 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-5], [D:0-3-0,0-3-4], [E:0-3-0,0-2-3], [F:0-3-0,0-2-3], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.27 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.03 0.03 (loc) I-J I-J H B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 151 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* W6,W5: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 3-10-1 BRACING- TOP CHORD Sheathed or 5-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: H-I. WEBS 1 Row at midpt E-I, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1341/0-3-8 (min. 0-1-8), H=1151/0-5-8 (min. 0-1-8) Max HorzB=344(LC 8) Max UpliftB=-250(LC 8), H=-186(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1632/221, C-D=-1342/239, D-E=-1082/202, E-F=-428/131, F-G=-557/117, G-H=-1133/193 BOT CHORD B-K=-392/1196, J-K=-393/1195, J-L=-175/775, I-L=-175/775 WEBS D-J=-527/270, E-J=-100/505, E-I=-601/181, F-I=-284/137, G-I=-131/843 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 100 lb uplift at joint(s) except (jt=lb) B=250, H=186. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:58 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-3bJPZdNvjqGwNWYDV_3b2oiMs?7dgitGcWBqtdyrutZ Scale = 1:59.6 T2 T3 T4 B1 W6 W3 W2 W1 W2 HW1 W5 W4 T1 B2 A B C D E F G K J I HL 5x8 5x6 5x6 3x6 3x4 3x4 5x8 1.5x4 1.5x4 3x8 5x6 7-3-0 7-3-0 14-6-0 7-3-0 18-3-8 3-9-8 23-9-8 5-6-0 -2-0-0 2-0-0 7-3-0 7-3-0 14-6-0 7-3-0 18-3-8 3-9-8 23-4-0 5-0-8 23-9-8 0-5-8 0- 8 - 3 10 - 2 - 8 10 - 4 - 3 6- 8 - 3 10 - 2 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-5], [D:0-4-0,0-3-4], [E:0-3-0,0-2-3], [F:0-3-0,0-2-3], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.27 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.11 0.03 0.04 (loc) J-K J-K H B-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 157 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* W6,W5: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 4-3-8 BRACING- TOP CHORD Sheathed or 5-4-4 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): E-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-J, E-I, F-I, G-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1341/0-3-8 (min. 0-1-8), H=1151/0-5-8 (min. 0-1-8) Max HorzB=361(LC 8) Max UpliftB=-254(LC 8), H=-208(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1617/220, C-D=-1296/240, D-E=-978/197, E-F=-484/172, F-G=-696/165, G-H=-1114/227 BOT CHORD B-K=-401/1178, J-K=-402/1177, J-L=-155/664, I-L=-155/664 WEBS D-K=0/261, D-J=-638/306, E-J=-129/502, E-I=-560/185, G-I=-134/746 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 100 lb uplift at joint(s) except (jt=lb) B=254, H=208. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:40:59 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-YnsnmzOYU7On?g6P3iaqa?FR7OSJP88PqAxOQ3yrutY Scale = 1:68.5 T2 T3 T4 B1 W6 W3 W2 W2 HW1 W5 W4T1 B2 W1 A B C D E F J I H GK L M 7x10 5x6 5x6 3x6 3x4 3x4 5x8 1.5x4 3x4 2x4 5x6 8-0-0 8-0-0 16-0-0 8-0-0 16-9-8 0-9-8 23-9-8 7-0-0 8-0-0 8-0-0 16-0-0 8-0-0 16-9-8 0-9-8 23-4-0 6-6-8 23-9-8 0-5-8 0- 8 - 3 11 - 2 - 8 11 - 4 - 3 6- 8 - 3 11 - 2 - 8 8.00 12 Plate Offsets (X,Y)-- [A:0-3-3,0-1-5], [D:0-3-0,0-2-3], [E:0-3-0,0-2-3], [I:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.37 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.03 0.07 (loc) A-J A-J G A-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 162 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* W6,W5: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 4-8-14 BRACING- TOP CHORD Sheathed or 5-1-8 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt C-I, D-I, E-H, F-G, E-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1159/0-3-8 (min. 0-1-8), G=1159/0-5-8 (min. 0-1-8) Max HorzA=343(LC 8) Max UpliftA=-197(LC 8), G=-236(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1577/223, B-C=-1273/247, C-D=-884/195, D-E=-573/232, E-F=-790/212, F-G=-1117/261 BOT CHORD A-K=-418/1287, J-K=-418/1287, J-L=-418/1284, I-L=-418/1284, H-I=-117/543 WEBS C-J=0/317, C-I=-875/353, D-I=-189/344, E-H=-390/111, F-H=-154/718, E-I=-206/620 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 100 lb uplift at joint(s) except (jt=lb) A=197, G=236. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss B09 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:00 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-0zQA_JPAFRWedqhbdP637DodBonl8YNY3qgxyVyrutX Scale: 3/16"=1' T2 B1 W3 W1 HW1 T1 B2 W2 A B C D F EG H 4x8 3x6 3x4 3x4 5x6 7x10 1.5x4 8-2-6 8-2-6 16-5-8 8-3-2 8-2-6 8-2-6 16-0-0 7-9-10 16-4-12 0-4-12 16-5-8 0-0-12 0- 8 - 3 11 - 7 - 9 0- 3 - 8 8.00 12 Plate Offsets (X,Y)-- [A:0-3-15,Edge], [F:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.42 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.29 0.01 0.08 (loc) E-F E-F E A-F l/defl >954 >684 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 4-10-5 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-F, D-E MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=799/0-3-8 (min. 0-1-8), E=799/0-5-8 (min. 0-1-8) Max HorzA=458(LC 8) Max UpliftA=-38(LC 8), E=-354(LC 8) Max GravA=799(LC 1), E=958(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-968/0, B-C=-700/0, C-D=-1089/277 BOT CHORD A-G=-315/789, F-G=-315/789 WEBS C-F=-788/492, D-F=-526/1328, D-E=-825/382 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) A except (jt=lb) E=354. 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 18-080233T Truss C01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:01 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-UA_YBfQo0leVE_GoB7dIgQKyKC7Htz1iIUQVUyyrutW Scale = 1:55.3 T1 T2 T1 B1 W7 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 W7 B1 A B C D E F G H I J K R Q P O N M L S T 5x6 5x6 3x8 3x4 2x4 3x4 3x4 8x12 7x10 3x8 8x12 3x4 3x4 3x4 2x4 3x8 Special Special Special Special Special 3-9-5 3-9-5 7-6-11 3-9-5 11-4-0 3-9-5 15-0-0 3-8-0 18-8-0 3-8-0 22-5-5 3-9-5 26-2-11 3-9-5 30-0-0 3-9-5 -2-0-0 2-0-0 3-9-5 3-9-5 7-6-11 3-9-5 11-4-0 3-9-5 15-0-0 3-8-0 18-8-0 3-8-0 22-5-5 3-9-5 26-2-11 3-9-5 29-6-8 3-3-13 30-0-0 0-5-8 32-0-0 2-0-0 0- 4 - 3 5- 1 0 - 6 6- 0 - 3 0- 4 - 3 5- 1 0 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-2-10,0-1-8], [J:0-2-10,0-1-8], [O: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 0.23 0.40 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.28 0.08 0.15 (loc) O O J O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 378 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-3-8 oc purlins, except 2-0-0 oc purlins (5-10-6 max.): E-G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) B=3679/0-3-8 (min. 0-1-15), J=3679/0-3-8 (min. 0-1-15) Max HorzB=-117(LC 32) Max UpliftB=-1275(LC 8), J=-1275(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-7066/2473, C-D=-6946/2528, D-E=-6646/2506, E-F=-5856/2258, F-G=-5856/2258, G-H=-6646/2506, H-I=-6946/2528, I-J=-7066/2476 BOT CHORD B-R=-2238/6230, Q-R=-2238/6230, P-Q=-2223/6169, P-S=-2271/6315, O-S=-2271/6315, O-T=-2271/6315, N-T=-2271/6315, M-N=-2106/6169, L-M=-2123/6230, J-L=-2123/6230 WEBS C-Q=-267/172, D-P=-435/237, E-P=-1040/2650, F-P=-983/387, F-O=-369/821, F-N=-983/386, G-N=-1040/2650, H-N=-435/237, I-M=-268/175 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=1275, J=1275. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1532 lb down and 725 lb up at 11-4-0, 337 lb down and 178 lb up at 13-4-12, 337 lb down and 178 lb up at 15-0-0, and 337 lb down and 178 lb up at 16-7-4, and 1532 lb down and 725 lb up at 18-7-4 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 18-080233T Truss C01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:01 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-UA_YBfQo0leVE_GoB7dIgQKyKC7Htz1iIUQVUyyrutW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, E-G=-84, G-K=-84, B-J=-14 Concentrated Loads (lb) Vert: P=-1532(F) O=-337(F) N=-1532(F) S=-337(F) T=-337(F) Job 18-080233T Truss C02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:02 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-yMYwP?QQn2mMs8r_kq8XCet2xcSEcQarW8920OyrutV Scale = 1:56.2 T2 T3 T2 B1 W4 W3 W2 W1 W2 W3 W4T1 T1 B2 A B C D E F G H L K J I 5x8 6x8 5x6 5x8 4x5 5x8 1.5x4 3x8 1.5x4 4x5 7-0-0 7-0-0 14-0-0 7-0-0 16-0-0 2-0-0 23-0-0 7-0-0 30-0-0 7-0-0 -2-0-0 2-0-0 7-0-0 7-0-0 14-0-0 7-0-0 16-0-0 2-0-0 23-0-0 7-0-0 29-6-8 6-6-8 30-0-0 0-5-8 32-0-0 2-0-0 0- 4 - 3 7- 2 - 6 7- 4 - 3 0- 4 - 3 7- 2 - 6 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,Edge], [C:0-4-0,0-3-4], [D:0-4-6,Edge], [F:0-4-0,0-3-4], [G:0-1-0,Edge], [K:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.42 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.23 0.09 0.07 (loc) K K-L G K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-7-7 oc purlins, except 2-0-0 oc purlins (5-1-14 max.): D-E. 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=1641/0-3-8 (min. 0-1-12), G=1641/0-3-8 (min. 0-1-12) Max HorzB=-140(LC 9) Max UpliftB=-328(LC 8), G=-328(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2634/441, C-D=-1858/325, D-E=-1540/343, E-F=-1868/327, F-G=-2633/441 BOT CHORD B-L=-416/2231, K-L=-417/2229, J-K=-162/1538, I-J=-277/2227, G-I=-276/2230 WEBS C-L=0/260, C-K=-791/287, D-K=-92/417, D-J=-286/290, E-J=-98/434, F-J=-783/286, F-I=0/257 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=328, G=328. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss C03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:02 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-yMYwP?QQn2mMs8r_kq8XCet?GcQucWXrW8920OyrutV Scale = 1:53.6 T2 T2 B1 W1 W2 W1 W2T1 T1 B1B2 A B C D E F GIHJ K 5x6 4x5 5x8 5x8 7x10 7x10 4x5 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 -2-0-0 2-0-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 29-6-8 7-0-8 30-0-0 0-5-8 32-0-0 2-0-0 0- 4 - 3 7- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,Edge], [F:0-1-0,Edge], [H:0-4-0,0-3-0], [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 0.73 0.57 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.51 0.08 0.09 (loc) H-I H-I F B-I l/defl >896 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 128 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 BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) B=1641/0-3-8 (min. 0-1-12), F=1641/0-3-8 (min. 0-1-12) Max HorzB=150(LC 12) Max UpliftB=-335(LC 8), F=-335(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2586/468, C-D=-2229/456, D-E=-2229/457, E-F=-2586/468 BOT CHORD B-I=-446/2188, I-J=-159/1429, J-K=-159/1429, H-K=-159/1429, F-H=-296/2188 WEBS D-H=-206/794, E-H=-618/308, D-I=-206/794, C-I=-618/308 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=335, F=335. 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 18-080233T Truss C04 Truss Type HOWE Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:03 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-QY6IcKR2YMuDUIQAIYfmlrQAP0lDLz6?lovbZqyrutU Scale = 1:51.1 B1 T2 T2 W3 W1 W3 W2 W2 B1 T1 T3 A B C D E F I H G3x8 7x10 5x6 7x10 1.5x4 5x8 1.5x4 3x8 7-9-4 7-9-4 15-0-0 7-2-12 22-2-12 7-2-12 30-0-0 7-9-4 7-9-4 7-9-4 15-0-0 7-2-12 22-2-12 7-2-12 29-6-8 7-3-12 30-0-0 0-5-8 32-0-0 2-0-0 0- 4 - 3 7- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-4-12,0-1-8], [E:0-4-12,0-1-8], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.62 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.28 0.09 0.11 (loc) A-I A-I E A-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-0 oc bracing. WEBS 1 Row at midpt B-H, D-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=1444/0-3-8 (min. 0-1-9), E=1652/0-5-8 (min. 0-1-12) Max HorzA=-168(LC 13) Max UpliftA=-273(LC 8), E=-337(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2629/465, B-C=-1763/349, C-D=-1761/353, D-E=-2577/442 BOT CHORD A-I=-441/2222, H-I=-442/2218, G-H=-268/2161, E-G=-267/2163 WEBS B-I=0/277, C-H=-147/917, D-G=0/271, B-H=-916/333, D-H=-851/310 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=273, E=337. 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 18-080233T Truss C05 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:04 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-ulggpgSgJg046R?MsFA?H3yKmP954Lp8_Se95GyrutT Scale = 1:50.7 T2 T3 B1 W2 W1 W3 W4 W5T1 T4 B2 A B C D E F I H G 7x10 5x6 6x8 3x6 5x8 1.5x4 2x4 3x6 6-6-0 6-6-0 6-8-12 0-2-12 15-0-0 8-3-4 22-6-0 7-6-0 30-0-0 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 29-6-8 7-0-8 30-0-0 0-5-8 32-0-0 2-0-0 0- 4 - 3 7- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-2-12,0-1-8], [D:0-4-0,Edge], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.33 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.03 0.05 (loc) E-G E-G E E-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4,W5: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1873/0-5-8 (min. 0-2-0), E=1237/0-5-8 (min. 0-1-8) Max HorzI=-168(LC 9) Max UpliftI=-355(LC 8), E=-287(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-148/737, B-C=-871/237, C-D=-862/209, D-E=-1701/341 BOT CHORD A-I=-516/187, H-I=-297/206, G-H=-183/1390, E-G=-182/1393 WEBS B-H=-105/981, D-H=-871/319, D-G=0/265, B-I=-1734/407 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) I=355, E=287. 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 18-080233T Truss CJ01 Truss Type Jack-Closed Girder Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:04 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-ulggpgSgJg046R?MsFA?H3yHvP3x4Ip8_Se95GyrutT Scale = 1:37.6 W7 T2 B1W6 W5 W4 W3 W2 T1 W1 A B C D E F K J I HG L M N O P Q R S 6x8 5x6 4x12 3x4 3x4 6x8 1.5x4 Special Special Special Special Special Special Special Special Special Special Special Special 0-0-8 0-0-8 4-5-0 4-4-8 8-10-0 4-5-0 13-2-0 4-4-0 13-3-0 0-1-0 -3-4-0 3-4-0 4-5-0 4-5-0 8-10-0 4-5-0 12-9-8 3-11-8 13-2-0 0-4-8 13-3-0 0-1-0 0- 8 - 3 5- 1 1 - 1 2 4.80 12 Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [J:0-3-8,0-2-0], [K:0-2-9,0-1-0], [K:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.72 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.01 0.08 (loc) H-I H-I H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std *Except* W7: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 5-9-2 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) K=1165/0-4-13 (min. 0-1-8), H=1219/Mechanical Max HorzK=263(LC 8) Max UpliftK=-350(LC 4), H=-523(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-1098/348, B-L=-1191/308, L-M=-1070/309, C-M=-1057/307, C-N=-1031/323, D-N=-940/286 BOT CHORD K-O=-502/315, O-P=-502/315, J-P=-502/315, J-Q=-463/1040, I-Q=-463/1040, I-R=-383/890, R-S=-383/890, H-S=-383/890 WEBS B-J=-551/1493, D-I=-199/659, D-H=-1218/524 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) K=350, H=523. 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) 94 lb down and 25 lb up at 3-3-4, 83 lb down and 24 lb up at 4-1-6, 60 lb down and 110 lb up at 6-7-4, and 103 lb down and 74 lb up at 6-7-6, and 127 lb down and 115 lb up at 9-1-6 on top chord, and 7 lb down at 3-3-4, 10 lb down and 24 lb up at 4-1-6, 40 lb down at 6-7-4, 23 lb down at 6-7-6, 39 lb down at 9-1-6, and 361 lb down and 159 lb up at 9-11-4, and 278 lb down and 159 lb up at 11-7-6 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-B=-84, B-E=-84, E-F=-14, G-K=-14 Concentrated Loads (lb) Vert: I=-23(F) D=-73(F) N=-67(F=-7, B=-60) Q=-17(F=-1, B=-16) R=-361(B) S=-278(F) Job 18-080233T Truss CJ02 Truss Type Jack-Closed Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:05 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-MxE310TI4z8xjbaZQyhEqGVZmpYTpo0HD6OidjyrutS Scale = 1:27.0 W5 T1 B1W4 W3 W2 W1 O1 A B K C D E F J I H G L M N O P Q 6x8 4x12 3x4 3x4 1.5x4 Special Special Special Special Special Special Special Special 0-0-8 0-0-8 4-6-8 4-6-0 9-0-7 4-5-15 9-1-0 0-0-9 -3-5-0 3-5-0 4-6-8 4-6-8 8-7-8 4-1-0 9-0-7 0-4-15 9-1-0 0-0-9 0- 8 - 3 4- 3 - 1 2 4.80 12 Plate Offsets (X,Y)-- [I:0-3-8,0-2-0], [J:0-3-4,0-2-8], [J:0-2-9,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.19 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) H-I H-I H I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 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* W5: 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 LBR SCAB A-C 2x4 DF or DF-N No.1&Btr or 1800F 1. one side 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.(lb/size) J=826/0-4-13 (min. 0-1-8), H=431/Mechanical Max HorzJ=196(LC 8) Max UpliftJ=-242(LC 4), H=-182(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-785/249, B-K=-540/84, C-K=-533/86, C-L=-510/94, L-M=-424/93, D-M=-394/91 BOT CHORD J-O=-618/323, O-P=-618/323, I-P=-618/323, I-Q=-181/413, H-Q=-181/413 WEBS B-I=-419/1037, D-H=-463/203 NOTES- 1) Attached 5-3-8 scab A to C, front face(s) 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 2-11-13 from end at joint A, nail 1 row(s) at 3" o.c. for 2-3-11. 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) 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) J=242, H=182. 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) 92 lb down and 29 lb up at 3-3-4, 83 lb down and 24 lb up at 4-1-6, and 67 lb down and 113 lb up at 6-7-4, and 103 lb down and 74 lb up at 6-7-6 on top chord, and 8 lb down at 3-3-4, 10 lb down and 24 lb up at 4-1-6, and 41 lb down at 6-7-4, and 23 lb down at 6-7-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) 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-B=-84, B-E=-84, E-F=-14, G-J=-14 Continued on page 2 Job 18-080233T Truss CJ02 Truss Type Jack-Closed Girder Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:05 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-MxE310TI4z8xjbaZQyhEqGVZmpYTpo0HD6OidjyrutS LOAD CASE(S) Standard Concentrated Loads (lb) Vert: N=-74(F=-7, B=-67) Q=-18(F=-1, B=-17) Job 18-080233T Truss D01 Truss Type Common Structural Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:06 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-q7oREMTxrHGoLl9lzgDTMU2neDtbYJgRRm7G99yrutR Scale = 1:51.2 T1 T2 B1 W1 W2 W1 W2 HW1 HW1 ST6 ST4 ST5 ST2 ST3ST1 ST4 ST5 ST2 ST3 ST1 A B C D E F G H N M L K I J AE 5x6 2x4 3x6 3x4 3x4 3x6 3x4 3x4 3x4 3x4 7-1-13 7-1-13 8-11-8 1-9-11 14-3-11 5-4-3 21-5-8 7-1-13 -2-0-0 2-0-0 5-4-6 5-4-6 10-8-12 5-4-6 16-1-2 5-4-6 21-0-0 4-10-14 21-5-8 0-5-8 0- 8 - 3 7- 1 0 - 0 0- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-15,Edge], [E:0-2-0,0-0-0], [H:0-3-15,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 0.32 0.20 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.02 (loc) H-I H-I H H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 156 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 3-2-1, Right 2x4 DF Stud/Std 3-2-1 BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-3-0 except (jt=length) H=Mechanical, J=0-3-8. (lb) - Max HorzB=214(LC 5) Max Uplift All uplift 100 lb or less at joint(s) M except H=-151(LC 9), B=-120(LC 8), L=-246(LC 8), K=-321(LC 14) Max Grav All reactions 250 lb or less at joint(s) M, N except H=695(LC 1), B=540(LC 19), L=956(LC 1), J=460(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-339/98, E-F=-703/266, F-G=-672/205, G-H=-879/188 BOT CHORD K-L=-19/263, J-K=-19/263, J-AE=-19/263, I-AE=-19/263, H-I=-78/642 WEBS E-I=-194/527, F-I=-411/250, E-L=-621/80, D-L=-405/250 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) 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) 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) M except (jt=lb) H=151 , B=120, L=246, K=321. 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 18-080233T Truss D02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:07 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-JKLpSiUZcaOfzvkxXNkivhayAdCOHiNagQtpibyrutQ Scale = 1:46.8 T1 T2 B1 W3 W1 W2 W4HW1 HW2 B2 A B C D E F G H J I 5x6 3x4 3x4 3x4 3x8 3x4 3x4 5x8 1.5x4 3x6 1.5x4 9-1-4 9-1-4 16-1-2 6-11-14 21-5-8 5-4-6 -2-0-0 2-0-0 5-4-6 5-4-6 10-8-12 5-4-6 16-1-2 5-4-6 21-0-0 4-10-14 21-5-8 0-5-8 0- 8 - 3 7- 1 0 - 0 0- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-15,Edge], [H:0-1-15,0-0-4], [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 0.33 0.29 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.01 0.01 (loc) B-J B-J H H-I l/defl >999 >608 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 109 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W4: 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std 3-2-1, Right 2x4 DF Stud/Std 3-1-14 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) H=560/Mechanical, B=585/0-3-8 (min. 0-1-8), J=1132/0-3-8 (min. 0-1-8) Max HorzB=214(LC 7) Max UpliftH=-127(LC 9), B=-130(LC 8), J=-201(LC 8) Max GravH=564(LC 20), B=613(LC 19), J=1132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-426/89, F-G=-473/155, G-H=-684/138 BOT CHORD B-J=-127/278, I-J=-37/480, H-I=-37/480 WEBS D-J=-418/244, E-J=-474/56, F-J=-541/245 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=127, B=130, J=201. 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 18-080233T Truss EJ01 Truss Type Jack-Closed Qty 18 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:08 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-nWvBf2VBNuWWa3I855FxSv7651Vc0Fwkv4cME2yrutP Scale = 1:36.2 W4 T1 W1 B1 W3 W2 A B C D F E5x6 1.5x4 3x4 4x12 8-0-0 8-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 7-6-8 3-6-8 8-0-0 0-5-8 0- 8 - 3 6- 0 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-1-12,0-1-3], [C:0-1-8,0-2-0], [F:0-2-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.42 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.31 0.00 0.00 (loc) E-F E-F E F l/defl >499 >294 n/a **** L/d 360 240 n/a 240 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 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=592/0-5-8 (min. 0-1-8), E=351/Mechanical Max HorzF=262(LC 8) Max UpliftF=-80(LC 8), E=-164(LC 8) Max GravF=592(LC 1), E=351(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-377/201 WEBS C-F=-291/0, C-E=-267/189 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) F except (jt=lb) E=164. 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 18-080233T Truss EJ02 Truss Type Jack-Closed Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:08 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-nWvBf2VBNuWWa3I855FxSv77I1Va0Eskv4cME2yrutP Scale = 1:27.3 T1 W1 B1 W2 A B C D E 1.5x4 3x4 3x4 1.5x4 8-0-0 8-0-0 -2-0-0 2-0-0 4-0-0 4-0-0 7-6-8 3-6-8 8-0-0 0-5-8 0- 4 - 3 4- 4 - 3 6.00 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 0.31 0.42 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.31 0.00 0.00 (loc) B-E B-E E B l/defl >499 >294 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 37 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) E=351/Mechanical, B=590/0-3-8 (min. 0-1-8) Max HorzB=197(LC 8) Max UpliftE=-123(LC 8), B=-120(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-443/69 BOT CHORD B-E=-174/315 WEBS C-E=-351/193 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) E=123, B=120. 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 18-080233T Truss EJGDR Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:09 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-FiTZtOWp8CfMCDtKfomA_6gJ_Qp?lWTt7kMwmUyrutO Scale = 1:28.2 T1 W1 B1 W3 W2 A B C E DF G H 5x6 1.5x4 5x6 4x8 4x12 Special Special Special Special 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 7-6-8 3-6-8 8-0-0 0-5-8 0- 4 - 3 4- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-3-0,0-2-9] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.54 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.02 0.03 (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: 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-3 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=1491/0-3-8 (min. 0-1-9), D=1663/Mechanical Max HorzA=158(LC 23) Max UpliftA=-286(LC 8), D=-422(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2525/472 BOT CHORD A-F=-540/2211, E-F=-540/2211, E-G=-540/2211, G-H=-540/2211, D-H=-540/2211 WEBS B-E=-353/1862, B-D=-2479/605 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) A=286, D=422. 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) 584 lb down and 120 lb up at 2-0-12 , 584 lb down and 120 lb up at 4-0-12, and 681 lb down and 165 lb up at 4-6-12, and 550 lb down and 141 lb up at 6-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, A-D=-14 Concentrated Loads (lb) Vert: E=-584(B) F=-584(B) G=-681(B) H=-550(B) Job 18-080233T Truss F01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:10 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-ju1y4kWRvVnDqMSWCWHPXKCSCqHnU9a1MO5TIwyrutN Scale = 1:31.2 W1 T1 T1 W1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I P O N M L K J 3x6 4x5 3x6 12-8-0 12-8-0 -2-0-0 2-0-0 6-4-0 6-4-0 12-2-8 5-10-8 12-8-0 0-5-8 14-8-0 2-0-0 0- 8 - 3 4- 1 0 - 1 3 0- 8 - 3 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-R 0.35 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.00 (loc) I I J l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 10-0-0 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 12-8-0. (lb) - Max HorzP=-146(LC 6) Max Uplift All uplift 100 lb or less at joint(s) P, J, N, O, L, K Max Grav All reactions 250 lb or less at joint(s) N, O, L, K except P=333(LC 19), J=333(LC 20), M=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-299/67, H-J=-299/80 WEBS E-M=-293/0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, J, N, O, L, K. 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 18-080233T Truss F02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:11 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-B5bKH3X3gpv4RW1jmDoe3XldRETCDVPAb2r0rNyrutM Scale = 1:33.3 T1 T2 B1 W4 W1 W5HW1 HW2 W3 W2 A B C D E F G H K J I L M 8x12 MT20HS 12x12 7x10 3x8 6x8 12x12 1.5x4 4x5 1.5x4 1.5x4 Special Special Special 4-2-11 4-2-11 8-1-8 3-10-13 8-5-5 0-3-13 12-8-0 4-2-11 -2-0-0 2-0-0 3-2-0 3-2-0 6-4-0 3-2-0 8-1-8 1-9-8 9-6-0 1-4-8 12-2-8 2-8-8 12-8-0 0-5-8 0- 8 - 3 4- 1 0 - 1 3 0- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-14,0-3-0], [B:0-2-8,0-1-10], [B:0-3-2,0-0-0], [H:0-4-15,0-0-0], [H:0-2-15,0-0-0], [H:0-1-14,Edge], [J:0-6-0,0-6-4] 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 0.38 0.68 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.02 0.04 (loc) J J H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 178 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 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 SLIDER Left 2x4 DF Stud/Std 1-7-0, Right 2x6 DF SS or 1800F 1.6E 2-6-8 BRACING- TOP CHORD Sheathed or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) H=8528/0-5-8 (min. 0-4-9), B=3497/0-5-8 (min. 0-1-14) Max HorzB=136(LC 26) Max UpliftH=-2097(LC 9), B=-990(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4919/1392, C-D=-4844/1401, D-E=-4737/1409, E-F=-8171/2439, F-G=-8396/2456, G-H=-8552/2453 BOT CHORD B-K=-1122/3843, J-K=-1128/4055, I-J=-1886/6681, I-L=-1886/6681, L-M=-1886/6681, H-M=-1886/6681 WEBS G-J=-206/446, E-K=-368/201, D-K=-242/356, F-J=-152/377, E-J=-2247/7498 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 - 3 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=2097, B=990. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 6188 lb down and 2086 lb up at 8-1-8, and 2221 lb down and 358 lb up at 10-0-12, and 2225 lb down and 381 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 18-080233T Truss F02 Truss Type COMMON GIRDER Qty 1 Ply 2 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:11 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-B5bKH3X3gpv4RW1jmDoe3XldRETCDVPAb2r0rNyrutM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, E-H=-84, B-H=-14 Concentrated Loads (lb) Vert: J=-6188(B) L=-2221(B) M=-2225(B) Job 18-080233T Truss F03 Truss Type Common Qty 5 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-fH9iVPYhQ71x3gcvKxJtclHkZeyry31JqiaaNpyrutL Scale = 1:32.4 T1 T2 B1 W1 HW1 W3W2 A B C D G F E 5x6 1.5x4 3x6 4x5 1.5x4 3x4 4-0-0 4-0-0 8-0-0 4-0-0 -2-0-0 2-0-0 6-4-0 6-4-0 7-6-8 1-2-8 8-0-0 0-5-8 0- 8 - 3 4- 1 0 - 1 3 3- 9 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-1-9,0-2-1] 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-P 0.61 0.08 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) E-F E-F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E 2-6-11 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) B=583/0-5-8 (min. 0-1-8), E=362/Mechanical Max HorzB=199(LC 8) Max UpliftB=-114(LC 8), E=-103(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-327/0 WEBS C-E=-290/102 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) 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=114, E=103. 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 18-080233T Truss G01 Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-fH9iVPYhQ71x3gcvKxJtclHohezFy37JqiaaNpyrutL Scale = 1:30.9 W1 T1 T1 W1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I P O N M L K J 3x6 4x5 3x6 12-6-0 12-6-0 -2-0-0 2-0-0 6-3-0 6-3-0 12-0-8 5-9-8 12-6-0 0-5-8 14-6-0 2-0-0 0- 8 - 3 4- 1 0 - 3 0- 8 - 3 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-R 0.35 0.05 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.08 0.00 (loc) I I J l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 63 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 10-0-0 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 12-6-0. (lb) - Max HorzP=145(LC 7) Max Uplift All uplift 100 lb or less at joint(s) P, J, N, O, L, K Max Grav All reactions 250 lb or less at joint(s) N, O, L, K except P=332(LC 19), J=332(LC 20), M=319(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-298/67, H-J=-298/79 WEBS E-M=-293/0 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) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, J, N, O, L, K. 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 18-080233T Truss G02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:13 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-7Tj4ilZKBQ9ohqB5uer69yqxI2GShWhT2LK7vFyrutK Scale = 1:29.4 T1 T2 B1 W1 HW1 HW1 A B C D E F G 4x5 3x6 3x4 3x4 3x6 3x4 3x4 1.5x4 6-3-0 6-3-0 12-6-0 6-3-0 -2-0-0 2-0-0 6-3-0 6-3-0 12-0-8 5-9-8 12-6-0 0-5-8 0- 8 - 3 4- 1 0 - 3 0- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-5], [F:0-3-3,0-1-5] 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 0.49 0.25 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.01 0.04 (loc) F-G F-G F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 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 3-8-4, Right 2x4 DF Stud/Std 3-8-4 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) F=598/0-3-8 (min. 0-1-8), B=802/0-3-8 (min. 0-1-8) Max HorzB=136(LC 5) Max UpliftF=-106(LC 9), B=-169(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-734/125, C-D=-547/141, D-E=-547/131, E-F=-721/115 BOT CHORD B-G=-39/456, F-G=-39/456 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) F=106, B=169. 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 18-080233T Truss G03 Truss Type Common Qty 2 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:14 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-bgGSw5ayykHfI_mHRLMLhAN62RchQzwcH?3hRhyrutJ Scale = 1:29.4 T1 T2 B1 W1 HW1 HW1 A B C D E F G 4x5 3x6 3x4 3x4 3x6 3x4 3x4 1.5x4 6-3-0 6-3-0 12-6-0 6-3-0 -2-0-0 2-0-0 6-3-0 6-3-0 12-0-8 5-9-8 12-6-0 0-5-8 0- 8 - 3 4- 1 0 - 3 0- 8 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-3-3,0-1-5], [F:0-3-3,0-1-5] 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 0.49 0.25 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.01 0.04 (loc) F-G F-G F F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 57 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 3-8-4, Right 2x4 DF Stud/Std 3-8-4 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) F=598/Mechanical, B=802/0-3-8 (min. 0-1-8) Max HorzB=136(LC 5) Max UpliftF=-106(LC 9), B=-169(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-734/125, C-D=-547/141, D-E=-547/131, E-F=-721/115 BOT CHORD B-G=-39/456, F-G=-39/456 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) 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=106, 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 18-080233T Truss HFA01 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:14 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-bgGSw5ayykHfI_mHRLMLhANBtRe4Qw1cH?3hRhyrutJ Scale = 1:62.0 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 B2 A B C D E F G M L K J I HNO3x4 4x5 3x4 3x4 23-1-13 23-1-13 11-6-14 11-6-14 22-8-5 11-1-6 23-1-13 0-5-8 10 - 5 - 3 10.82 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 0.18 0.09 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 110 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST3: 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. WEBS 1 Row at midpt D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-1-13. (lb) - Max HorzA=-264(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, G except L=-247(LC 8), M=-224(LC 8), J=-247(LC 9), H=-224(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, G except K=421(LC 18), L=552(LC 15), M=425(LC 15), J=552(LC 16), H=425(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-280/205 WEBS C-L=-376/284, B-M=-322/243, E-J=-375/284, F-H=-322/243 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 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, G except (jt=lb) L=247, M=224, J=247, H=224. 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 18-080233T Truss HFA11 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:15 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-4sqq7Raaj2PWw8LU?3taENvMXrzZ9PAmWfpE_8yrutI Scale = 1:49.1 T1 W1 B1 ST2 ST1 ST3 A B C D E I H G F3x4 11-1-6 11-1-6 11-6-14 0-5-8 10 - 5 - 3 10.82 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 0.18 0.08 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - F l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 68 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 OTHERS 2x4 DF Stud/Std *Except* ST3: 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 6-0-0 oc bracing. WEBS 1 Row at midpt E-F, D-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-6-14. (lb) - Max HorzA=406(LC 8) Max Uplift All uplift 100 lb or less at joint(s) F except A=-132(LC 6), H=-245(LC 8), I=-187(LC 8), G=-184(LC 8) Max Grav All reactions 250 lb or less at joint(s) F except A=366(LC 8), H=495(LC 15), I=321(LC 1), G=411(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-550/216, B-C=-395/199 WEBS C-H=-369/280, B-I=-292/219, D-G=-281/212 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) F except (jt=lb) A=132, H=245, I=187, G=184. 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 18-080233T Truss HFA11A Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:15 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-4sqq7Raaj2PWw8LU?3taENvM6rzN9QqmWfpE_8yrutI Scale: 3/16"=1' W1 T1 T2 W2 B1 ST1 AB C D G F E 1.5x4 1.5x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 7-0-0 7-0-0 0-5-11 0-5-11 6-6-8 6-0-13 7-0-0 0-5-8 10 - 5 - 3 10 - 0 - 1 10 - 0 - 1 10.82 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 0.15 0.09 0.12 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: 58 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 OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 7-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): B-D. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt A-G, D-E, C-F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) G=131/7-0-0 (min. 0-1-8), E=131/7-0-0 (min. 0-1-8), F=394/7-0-0 (min. 0-1-8) Max HorzG=-10(LC 9) Max UpliftG=-47(LC 9), E=-34(LC 5), F=-96(LC 9) Max GravG=147(LC 2), E=147(LC 2), F=446(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-F=-339/131 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, with BCDL = 7.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G, E, F. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 18-080233T Truss HFB01 Truss Type Lay-In Gable Qty 2 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:16 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-Y2ODLnbCULXNYHwgZmOpmbSWUFJYup9vkJYnWayrutH Scale = 1:95.0 T2 W1 B1 ST2 ST1 ST3 A B C D E F J I H GK 3x4 1.5x4 1.5x4 3x6 1.5x4 1.5x4 3x6 1.5x4 1.5x4 1.5x4 10-10-4 10-10-4 10-4-12 10-4-12 10-10-4 0-5-8 16 - 2 - 3 17.89 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 0.23 0.09 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - G l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 92 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 OTHERS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* 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 6-0-0 oc bracing. WEBS 1 Row at midpt F-G, E-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 10-10-4. (lb) - Max HorzA=635(LC 8) Max Uplift All uplift 100 lb or less at joint(s) G except A=-444(LC 6), I=-492(LC 8), J=-379(LC 8), H=-362(LC 8) Max Grav All reactions 250 lb or less at joint(s) G except A=978(LC 8), I=653(LC 15), J=440(LC 15), H=478(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1177/540, B-C=-821/341, C-D=-808/386, D-E=-356/216 WEBS D-I=-471/527, B-J=-377/419, E-H=-351/391 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, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) G except (jt=lb) A=444 , I=492, J=379, H=362. 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 18-080233T Truss HFC01 Truss Type Lay-In Gable Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:17 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-0FybY7cqFffE9RUs7Uv2Jo?izfgKdLS3zzIL20yrutG Scale = 1:21.7 T1 T1 B1 ST1 A B C D2x4 4x5 2x4 1.5x4 7-4-4 7-4-4 3-8-2 3-8-2 6-10-12 3-2-10 7-4-4 0-5-8 3- 3 - 1 3 10.82 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 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - C l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) A=201/7-4-4 (min. 0-1-8), C=201/7-4-4 (min. 0-1-8), D=244/7-4-4 (min. 0-1-8) Max HorzA=78(LC 5) Max UpliftA=-52(LC 9), C=-57(LC 9), D=-10(LC 8) 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) A, C, 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. LOAD CASE(S) Standard Job 18-080233T Truss J01 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:17 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-0FybY7cqFffE9RUs7Uv2Jo?fpffhdL83zzIL20yrutG Scale = 1:16.9 W1 T1 B1 A B E C D3x6 2-5-10 2-5-10 -2-0-0 2-0-0 2-0-2 2-0-2 2-5-10 0-5-8 0- 8 - 3 2- 3 - 1 5 1- 1 0 - 1 1 2- 3 - 1 5 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-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-5-10 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) E=390/0-3-8 (min. 0-1-8), C=33/Mechanical, D=-14/Mechanical Max HorzE=113(LC 8) Max UpliftE=-89(LC 8), C=-34(LC 8), D=-14(LC 1) Max GravE=390(LC 1), C=39(LC 15), D=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-344/98 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) E, C, D. 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 18-080233T Truss J01A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:18 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-URWzmTdS0zn5nb33gBQHs0Xrm30ZMoOCCd1ubTyrutF Scale = 1:15.1 T1 B1 A B C D 2x4 3-3-12 3-3-12 -2-0-0 2-0-0 2-10-4 2-10-4 3-3-12 0-5-8 0- 4 - 3 2- 0 - 1 1- 7 - 6 2- 0 - 1 6.00 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 0.31 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=64/Mechanical, B=404/0-3-8 (min. 0-1-8), D=22/Mechanical Max HorzB=103(LC 8) Max UpliftC=-42(LC 8), B=-104(LC 8) Max GravC=64(LC 1), B=404(LC 1), D=53(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; 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 except (jt=lb) B=104. 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 18-080233T Truss J02 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:18 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-URWzmTdS0zn5nb33gBQHs0XqZ3?OMoOCCd1ubTyrutF Scale = 1:21.8 W1 T1 B1 A B E C D3x6 3-11-10 3-11-10 -2-0-0 2-0-0 3-6-2 3-6-2 3-11-10 0-5-8 0- 8 - 3 3- 3 - 1 5 2- 1 0 - 1 1 3- 3 - 1 5 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-R 0.32 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-10 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) E=427/0-5-8 (min. 0-1-8), C=112/Mechanical, D=16/Mechanical Max HorzE=154(LC 8) Max UpliftE=-79(LC 8), C=-76(LC 8) Max GravE=427(LC 1), C=115(LC 15), D=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-391/105 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) E, C. 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 18-080233T Truss J02A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:19 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-yd4Lzpd4nGvyPleFEvxWOD4_USJF5FeLRHnS7vyrutE Scale = 1:21.4 T1 B1 A B C D2x4 5-11-12 5-11-12 -2-0-0 2-0-0 5-6-4 5-6-4 5-11-12 0-5-8 0- 4 - 3 3- 4 - 1 2- 1 1 - 6 3- 4 - 1 6.00 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 0.44 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >700 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=207/Mechanical, B=504/0-3-8 (min. 0-1-8), D=40/Mechanical Max HorzB=157(LC 8) Max UpliftC=-111(LC 8), B=-110(LC 8) Max GravC=207(LC 1), B=504(LC 1), D=98(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) except (jt=lb) C=111, B=110. 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 18-080233T Truss J03 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-QqejA8ejYa1p0vDRocTlxRd9?sgaqitVfxW?fLyrutD Scale = 1:26.5 W1 T1 B1 A B E C D 3x6 5-5-10 5-5-10 -2-0-0 2-0-0 5-0-2 5-0-2 5-5-10 0-5-8 0- 8 - 3 4- 3 - 1 5 0- 5 - 3 3- 1 0 - 1 1 4- 3 - 1 5 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-R 0.39 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.02 0.03 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-5-10 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) E=484/0-3-8 (min. 0-1-8), C=178/Mechanical, D=41/Mechanical Max HorzE=195(LC 8) Max UpliftE=-77(LC 8), C=-112(LC 8) Max GravE=484(LC 1), C=178(LC 15), D=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-451/117 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) E except (jt=lb) C=112. 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 18-080233T Truss J04 Truss Type Jack-Closed Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:20 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-QqejA8ejYa1p0vDRocTlxRd5zseHqh8VfxW?fLyrutD Scale = 1:32.6 W3 T1 B1 W2 W1 A B C D G FE6x8 4x5 1.5x4 6-11-1 6-11-1 6-11-10 0-0-9 -2-0-0 2-0-0 6-6-2 6-6-2 6-11-1 0-4-15 6-11-10 0-0-9 0- 8 - 3 5- 3 - 1 5 8.00 12 Plate Offsets (X,Y)-- [G:0-1-12,0-0-0], [G:Edge,0-4-12] 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 0.65 0.30 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 -0.00 0.00 (loc) F-G F-G F G l/defl >786 >462 n/a **** L/d 360 240 n/a 240 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 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=543/0-3-8 (min. 0-1-8), F=299/Mechanical Max HorzG=237(LC 8) Max UpliftG=-75(LC 8), F=-147(LC 8) Max GravG=543(LC 1), F=303(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-497/103 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) G except (jt=lb) F=147. 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 18-080233T Truss SJ01 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:21 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-u0C6OUfLJu9fe3oeMK__Te9LdG1JZ97eubGYBnyrutC Scale = 1:15.1 T1 B1 A B C D 2x4 3-3-12 3-3-12 -2-0-0 2-0-0 2-10-4 2-10-4 3-3-12 0-5-8 0- 4 - 3 2- 0 - 1 1- 7 - 6 2- 0 - 1 6.00 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 0.34 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 3-3-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=54/Mechanical, B=414/0-5-8 (min. 0-1-8), D=21/Mechanical Max HorzB=103(LC 8) Max UpliftC=-39(LC 8), B=-107(LC 8) Max GravC=54(LC 1), B=414(LC 1), D=51(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 except (jt=lb) B=107. 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 18-080233T Truss SJ01A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-MClUbqgz4BHWGCNqv1VD0siWZgMsIcNo7F?6kEyrutB Scale = 1:16.9 W1 T1 B1 A B E C D3x6 2-5-10 2-5-10 -2-0-0 2-0-0 2-0-2 2-0-2 2-5-10 0-5-8 0- 8 - 3 2- 3 - 1 5 1- 1 0 - 1 1 2- 3 - 1 5 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-R 0.32 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.01 -0.00 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 11 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-5-10 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) E=390/0-3-8 (min. 0-1-8), C=33/Mechanical, D=-14/Mechanical Max HorzE=113(LC 8) Max UpliftE=-89(LC 8), C=-34(LC 8), D=-14(LC 1) Max GravE=390(LC 1), C=39(LC 15), D=30(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-344/98 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) E, C, D. 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 18-080233T Truss SJ02 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:22 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-MClUbqgz4BHWGCNqv1VD0siVCgK3IcNo7F?6kEyrutB Scale = 1:21.4 T1 B1 A B C D2x4 5-11-12 5-11-12 -2-0-0 2-0-0 5-6-4 5-6-4 5-11-12 0-5-8 0- 4 - 3 3- 4 - 1 0- 4 - 1 1 2- 1 1 - 6 3- 4 - 1 6.00 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 0.41 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >731 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) C=200/Mechanical, B=510/0-5-8 (min. 0-1-8), D=40/Mechanical Max HorzB=157(LC 8) Max UpliftC=-109(LC 8), B=-112(LC 8) Max GravC=200(LC 1), B=510(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=109, B=112. 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 18-080233T Truss SJ02A Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:23 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-rPJspAhbrVPNtMy0Tk0SZ3FhJ4iZ12dxMvlfGgyrutA Scale = 1:21.8 W1 T1 B1 A B E C D 3x6 3-11-10 3-11-10 -2-0-0 2-0-0 3-6-2 3-6-2 3-11-10 0-5-8 0- 8 - 3 3- 3 - 1 5 2- 1 0 - 1 1 3- 3 - 1 5 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-R 0.32 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.01 (loc) D-E D-E C D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 16 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-10 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) E=427/0-3-8 (min. 0-1-8), C=112/Mechanical, D=16/Mechanical Max HorzE=154(LC 8) Max UpliftE=-79(LC 8), C=-76(LC 8) Max GravE=427(LC 1), C=115(LC 15), D=57(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-391/105 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) E, C. 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 18-080233T Truss SJ03 Truss Type Jack-Closed Qty 3 Ply 1 Job Reference (optional) Run: 8.200 s Apr 7 2018 Print: 8.200 s Apr 7 2018 MiTek Industries, Inc. Thu Aug 2 10:41:23 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:zvc6u7t0GGFTVZvB7L2UZhyrvj8-rPJspAhbrVPNtMy0Tk0SZ3FiW4iz10oxMvlfGgyrutA Scale = 1:28.7 T1 B1 W3 W2 W1 A B C D E H G F3x4 3x4 1.5x4 3x4 1.5x4 4-3-14 4-3-14 8-6-12 4-2-14 8-7-12 0-1-0 -2-0-0 2-0-0 4-3-14 4-3-14 8-2-4 3-10-6 8-6-12 0-4-8 8-7-12 0-1-0 0- 4 - 3 4- 8 - 1 6.00 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 0.31 0.11 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) B-H B-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. 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=616/0-3-8 (min. 0-1-8), G=387/Mechanical Max HorzB=212(LC 8) Max UpliftB=-121(LC 8), G=-140(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-541/19 BOT CHORD B-H=-141/398, G-H=-141/398 WEBS C-G=-452/160 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) B=121, G=140. 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