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Home My WebLink AboutTRUSS SPECS - 20-00252 - 808 & 824 S 2400 W - Summerfield TwinhomesJob 20-044027T1 Truss A1 Truss Type Common Qty 18 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-LCozx56RVXGBCXxsYv1cDzMfEWJWxjoQSJWUoQzSOXm Scale = 1:90.4 T2 T2 B1 W10 W8 W5 W4 W2 W1 W3 W6 W7 W11 W9T1 B3B2AB C D E F G H I J K P O N M L Q R S T U V W X Y Z AA AB AC 5x6 5x8 6x12 5x8 5x8 3x6 2x4 4x5 4x5 4x8 4x5 7x10 6x8 4x5 9-8-6 9-8-6 19-9-0 10-0-10 26-4-0 6-7-0 37-0-0 10-8-0 48-6-0 11-6-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 19-9-0 6-7-0 26-4-0 6-7-0 33-8-11 7-4-11 41-1-5 7-4-11 48-6-0 7-4-11 0- 4 - 2 12 - 4 - 1 5 12 - 1 0 - 3 2- 3 - 0 5.50 12 Plate Offsets (X,Y)-- [B:0-1-15,Edge], [D:0-3-0,Edge], [I:0-3-8,0-3-0], [I:0-0-0,0-1-12], [O:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.76 0.23 0.19 (loc) M-N M-N L O-P l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1,T3: 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* W10,W8,W7,W11: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. WEBS 1 Row at midpt E-O, F-N, H-N, H-M, J-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2468/0-5-8 (min. 0-2-10), L=2357/0-5-8 (min. 0-2-8) Max Horz B=234(LC 16) Max UpliftB=-497(LC 12), L=-428(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-4881/934, C-Q=-4751/946, C-D=-4497/877, D-E=-4312/899, E-R=-3493/783, F-R=-3285/796, F-S=-2726/704, G-S=-2604/724, G-T=-2604/719, H-T=-2743/702, H-U=-3014/744, I-U=-3231/721, I-J=-3247/719, K-V=-266/134, K-L=-340/172 BOT CHORD B-P=-1000/4304, P-W=-786/3739, W-X=-786/3739, O-X=-786/3739, O-Y=-540/3080, N-Y=-540/3080, N-Z=-422/2836, Z-AA=-422/2836, M-AA=-422/2836, M-AB=-490/2767, AB-AC=-490/2767, L-AC=-490/2767 WEBS C-P=-426/233, E-P=-87/520, E-O=-889/333, F-O=-155/738, F-N=-1460/410, G-N=-352/1623, H-N=-1023/332, J-M=0/346, J-L=-3274/610 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 and C-C Exterior(2) -1-0-12 to 3-9-8, Interior(1) 3-9-8 to 21-5-13, Exterior(2) 21-5-13 to 31-2-3, Interior(1) 31-2-3 to 43-6-1, Exterior(2) 43-6-1 to 48-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=497, L=428. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-044027T1 Truss A1GE Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-i9bs?pAaK4uUIIpqLSdnw03WzX0hcz19cbDFUezSOXh Scale = 1:90.4 T2 T2 B1 W10 W8 W5 W4 W2 W1 W3 W6 W7 W11 W9T1 T3 B3B2 ST20 ST21 ST18 ST19 ST16 ST17 ST14ST15ST12 ST13 ST10 ST11 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2ST1 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 ST35 ST36 ST37 ST38 ST39 ST40 A B C D E F G H I J K P O N M L BZ CA CB CC CD CE CF CG CH CI CJ CK CL 5x6 5x8 6x12 5x8 5x8 3x6 4x5 4x8 4x8 4x5 7x10 6x8 4x5 9-8-6 9-8-6 19-9-0 10-0-10 26-4-0 6-7-0 37-0-0 10-8-0 48-6-0 11-6-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 19-9-0 6-7-0 26-4-0 6-7-0 33-8-11 7-4-11 41-1-5 7-4-11 48-6-0 7-4-11 0- 4 - 2 12 - 4 - 1 5 12 - 1 0 - 3 2- 3 - 0 5.50 12 Plate Offsets (X,Y)-- [B:0-1-15,Edge], [D:0-2-12,Edge], [F:0-0-8,0-0-0], [I:0-0-0,0-1-12], [I:0-3-8,0-3-0], [O:0-4-0,0-3-0], [W:0-3-5,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.87 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.53 -0.76 0.23 0.19 (loc) M-N M-N L O-P l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 464 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1,T3: 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* W10,W8,W7,W11: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST20,ST17,ST22: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-7-12 oc bracing. WEBS 1 Row at midpt E-O, F-N, H-N, H-M, J-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2468/0-5-8 (min. 0-2-10), L=2357/0-5-8 (min. 0-2-8) Max Horz B=234(LC 16) Max UpliftB=-497(LC 12), L=-428(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BZ=-4881/934, C-BZ=-4751/946, C-D=-4497/877, D-E=-4312/899, E-CA=-3493/783, F-CA=-3285/796, F-CB=-2726/704, G-CB=-2604/724, G-CC=-2604/719, H-CC=-2743/702, H-CD=-3014/744, I-CD=-3231/721, I-J=-3247/719, K-CE=-266/134, K-L=-340/172 BOT CHORD B-P=-1000/4304, P-CF=-786/3739, CF-CG=-786/3739, O-CG=-786/3739, O-CH=-540/3080, N-CH=-540/3080, N-CI=-422/2836, CI-CJ=-422/2836, M-CJ=-422/2836, M-CK=-490/2767, CK-CL=-490/2767, L-CL=-490/2767 WEBS C-P=-426/233, E-P=-87/520, E-O=-889/333, F-O=-155/738, F-N=-1460/410, G-N=-352/1623, H-N=-1023/332, J-M=0/346, J-L=-3274/610 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 and C-C Exterior(2) -1-0-12 to 3-9-8, Interior(1) 3-9-8 to 21-5-13, Exterior(2) 21-5-13 to 31-2-3, Interior(1) 31-2-3 to 43-6-1, Exterior(2) 43-6-1 to 48-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=497, L=428. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job 20-044027T1 Truss A1GE Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:15 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-AM9EC9AC5N0LwSO0v980SEchjxMwLQHIqFzo04zSOXg LOAD CASE(S) Standard Job 20-044027T1 Truss A2 Truss Type Common Qty 14 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:16 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-eYjcPUBqsh8BXczDTtfF?R8_XLm14ttS3viMYWzSOXf Scale = 1:97.9 T2 T2 B1 W11 W9 W7 W6 W2 W1 W3 W4 W5 W8 W10 W12 T1 T1 B4B3B2AB C D E F G H I J K L M S R Q P O N T U V W X Y Z AA AB AC AD AE 5x6 5x6 5x6 4x5 5x8 3x6 2x4 4x5 4x5 6x8 6x8 5x12 MT20HS 4x5 5x6 3x6 2x4 4x5 7-8-13 7-8-13 15-5-10 7-8-13 26-4-0 10-10-6 30-11-4 4-7-4 39-6-0 8-6-12 46-1-0 6-7-0 52-8-0 6-7-0 -1-0-0 1-0-0 6-7-0 6-7-0 13-2-0 6-7-0 19-9-0 6-7-0 26-4-0 6-7-0 30-11-4 4-7-4 32-11-0 1-11-12 39-6-0 6-7-0 46-1-0 6-7-0 52-8-0 6-7-0 53-8-0 1-0-0 0- 4 - 2 12 - 4 - 1 5 12 - 1 0 - 3 0- 4 - 2 5.50 12 Plate Offsets (X,Y)-- [D:0-3-0,Edge], [J:0-3-0,Edge], [O:0-3-0,0-3-0], [P:0-6-0,0-3-0], [R:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.62 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.64 0.05 0.08 (loc) Q-R Q-R P B-S l/defl >873 >580 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 306 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W11,W7,W8,W10,W12: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt F-Q, G-Q, H-P, I-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1266/0-5-8 (min. 0-1-9), P=3402/0-5-8 (min. 0-3-10), L=665/0-3-8 (min. 0-1-8) Max Horz B=-220(LC 17) Max UpliftB=-302(LC 12), P=-535(LC 12), L=-213(LC 13) Max Grav B=1470(LC 19), P=3402(LC 1), L=815(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-T=-2608/479, C-T=-2464/490, C-D=-2406/506, D-E=-2207/531, E-U=-1559/347, F-U=-1316/367, G-V=-3/377, G-H=-36/327, H-W=-86/1280, W-X=-100/1256, I-X=-116/1131, I-J=-178/463, J-K=-371/384, K-Y=-991/286, L-Y=-1137/275 BOT CHORD B-S=-576/2256, S-Z=-344/1606, Z-AA=-344/1606, R-AA=-344/1606, R-AB=-113/911, AB-AC=-113/911, Q-AC=-113/911, Q-AD=-1028/372, P-AD=-1028/372, P-AE=-381/247, O-AE=-381/247, N-O=-172/929, L-N=-172/929 WEBS C-S=-459/229, E-S=-218/735, E-R=-801/338, F-R=-255/1011, F-Q=-1541/437, G-Q=-577/23, H-Q=-332/2039, H-P=-2649/541, I-P=-1192/380, I-O=-35/455, K-O=-774/256 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 and C-C Exterior(2) -1-0-12 to 4-2-8, Interior(1) 4-2-8 to 21-0-13, Exterior(2) 21-0-13 to 31-7-3, Interior(1) 31-7-3 to 48-5-8, Exterior(2) 48-5-8 to 53-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=302, P=535, L=213. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-044027T1 Truss A3 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:18 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-bxrNqAD4OIOvnw7baIhj4sEIj9TuYmPlXDBSdPzSOXd Scale = 1:104.0 0- 1 - 1 0 0- 1 - 1 0 T2 T3 T2 B1 W12 W11 W8 W6 W4 W2 W1 W7 W9 W10 W13 W3 W5 T1 B5B4B3B2AB C D E F G H I J K L M N T S R Q P O U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL 4x8 5x6 8x12 5x6 4x5 5x8 2x4 4x5 5x8 4x5 6x8 5x6 5x6 4x5 3x6 2x4 6x8 4x5 8-1-12 8-1-12 18-3-14 10-2-2 24-5-3 6-1-5 28-2-13 3-9-11 30-11-4 2-8-7 38-2-3 7-2-15 45-5-1 7-2-15 52-8-0 7-2-15 -1-0-0 1-0-0 6-1-5 6-1-5 12-6-0 6-4-11 18-3-14 5-9-14 24-5-3 6-1-5 28-2-13 3-9-11 30-11-4 2-8-7 34-4-2 3-4-14 40-0-0 5-7-14 46-6-11 6-6-11 52-8-0 6-1-5 53-8-0 1-0-0 0- 4 - 2 11 - 4 - 1 3 11 - 6 - 7 11 - 1 1 - 1 1 0- 4 - 2 11 - 4 - 1 3 5.50 12 Plate Offsets (X,Y)-- [B:0-1-5,Edge], [D:0-4-0,Edge], [H:0-6-0,0-3-5], [K:0-3-0,Edge], [P:0-3-0,0-3-0], [R:0-3-8,0-3-0], [S:0-4-0,0-3-0], [T:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.53 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.45 0.05 0.07 (loc) S-T S-T Q B-T l/defl >999 >824 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W12,W11,W9,W13: 2x4 DF Stud/Std W3: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): G-H. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 8-10-1 oc bracing: B-T 10-0-0 oc bracing: S-T. WEBS 1 Row at midpt E-S, F-R, G-R, H-Q, I-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1202/0-5-8 (min. 0-1-10), Q=3558/0-5-8 (min. 0-5-7), M=574/0-3-8 (min. 0-1-8) Max Horz B=203(LC 12) Max UpliftB=-299(LC 12), Q=-549(LC 12), M=-213(LC 13) Max Grav B=1508(LC 31), Q=5076(LC 31), M=787(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-U=-2749/481, C-U=-2559/492, C-V=-2429/447, D-V=-2124/465, D-E=-2148/475, E-W=-1183/265, W-X=-966/278, F-X=-912/283, F-G=-336/463, G-Y=-154/351, H-Y=-154/351, H-I=-111/2179, I-Z=-60/852, Z-AA=-63/832, J-AA=-78/777, J-K=-713/399, K-AB=-708/362, L-AB=-908/323, L-AC=-913/321, M-AC=-1105/292 BOT CHORD B-T=-567/2395, T-AD=-353/1656, AD-AE=-353/1656, S-AE=-353/1656, S-AF=-127/949, R-AF=-127/949, R-AG=-1014/351, AG-AH=-1014/351, Q-AH=-1014/351, Q-AI=-1196/308, AI-AJ=-1196/308, P-AJ=-1196/308, P-AK=-628/198, AK-AL=-628/198, O-AL=-628/198, M-O=-243/912 WEBS C-T=-515/225, E-T=-128/700, E-S=-1251/315, F-S=-146/996, F-R=-1791/374, G-R=-552/88, H-R=-370/2205, I-P=-267/1360, J-P=-1200/320, J-O=-216/897, L-O=-578/230, H-Q=-3484/499, I-Q=-1703/401 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 and C-C Exterior(2) -1-0-12 to 4-2-8, Interior(1) 4-2-8 to 16-11-12, Exterior(2) 16-11-12 to 35-8-4, Interior(1) 35-8-4 to 48-5-8, Exterior(2) 48-5-8 to 53-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=299, Q=549, M=213. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.Continued on page 2 Job 20-044027T1 Truss A3 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:19 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-37Pl2WEi9cXmO3in8?Cyd4mTTYo7HDfultx09rzSOXc NOTES- 10) 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 20-044027T1 Truss A4 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-XJz7FsELwvfd0DH_iijB9HJc8y8j0hu2_XgZhIzSOXb Scale = 1:104.0 0- 1 - 1 0 0- 1 - 1 0 T2 T3 T2 B1 W8 W7 W6 W4 W2 W1 W5 W6 W7 W8T1 T1 B1B3B2 W3 A B C D E F G H I J K L R Q P O N M S T U V W X Y Z AA AB AC AD 7x10 5x8 7x10 7x10 4x5 5x6 2x4 4x5 6x8 6x8 4x5 5x6 2x4 4x5 7-5-12 7-5-12 14-11-7 7-5-12 22-5-3 7-5-12 30-2-13 7-9-11 31-2-0 0-11-3 37-8-9 6-6-9 45-2-4 7-5-12 52-8-0 7-5-12 -1-0-0 1-0-0 7-5-12 7-5-12 14-11-7 7-5-12 22-5-3 7-5-12 30-2-13 7-9-11 37-8-9 7-5-12 45-2-4 7-5-12 52-8-0 7-5-12 53-8-0 1-0-0 0- 4 - 2 10 - 5 - 1 3 10 - 7 - 7 11 - 0 - 1 1 0- 4 - 2 10 - 5 - 1 3 5.50 12 Plate Offsets (X,Y)-- [B:0-3-11,0-2-1], [D:0-2-12,Edge], [D:0-0-0,0-1-12], [I:0-2-12,Edge], [I:0-0-0,0-1-12], [N:0-3-0,0-3-0], [P:0-2-12,0-3-0], [Q:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.66 0.57 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.06 0.09 (loc) B-R B-R K B-R l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 300 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W8,W6: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): F-G. BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. WEBS 1 Row at midpt C-Q, E-P, F-P, H-O, J-N 2 Rows at 1/3 pts G-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1243/0-5-8 (min. 0-1-11), O=3451/0-5-8 (min. 0-5-0), K=639/0-3-8 (min. 0-1-8) Max Horz B=-188(LC 13) Max UpliftB=-301(LC 12), O=-462(LC 12), K=-226(LC 13) Max Grav B=1566(LC 31), O=4688(LC 31), K=877(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-S=-2800/453, S-T=-2658/455, C-T=-2535/467, C-D=-1811/347, D-U=-1792/349, E-U=-1482/372, E-V=-694/262, F-V=-548/310, F-G=-503/298, G-W=-85/2065, H-W=-99/1860, H-X=-60/742, I-X=-247/646, I-J=-266/634, J-Y=-1003/301, Y-Z=-1097/289, K-Z=-1240/287 BOT CHORD B-R=-513/2416, Q-R=-513/2416, Q-AA=-249/1513, P-AA=-249/1513, P-AB=-1489/363, AB-AC=-1489/363, O-AC=-1489/363, O-AD=-628/190, N-AD=-628/190, M-N=-183/1014, K-M=-183/1014 WEBS C-R=0/272, C-Q=-1201/290, E-Q=-58/603, E-P=-1815/385, F-P=-686/158, G-P=-384/2427, H-O=-1779/383, H-N=-65/623, J-N=-1292/302, J-M=0/279, G-O=-3317/585 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 and C-C Exterior(2) -1-0-12 to 4-2-8, Interior(1) 4-2-8 to 14-11-7, Exterior(2) 14-11-7 to 37-8-9, Interior(1) 37-8-9 to 48-5-8, Exterior(2) 48-5-8 to 53-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=301, O=462, K=226. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job 20-044027T1 Truss A5 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-?WWVTCFzhDnUeNsAFQFQiVsnQMU0l9rBDBQ7DkzSOXa Scale = 1:104.2 0- 1 - 1 0 0- 1 - 1 0 T2 T3 T2 B1 W12 W11 W10 W7 W5 W2 W1 W3 W4 W6 W8 W9 W12T1 T1 B4B3B2AB C D E F G H I J K L M T S R Q P O N U V W X Y Z AA AB AC AD AE AF AG 5x6 5x6 6x8 5x6 4x5 5x6 3x6 2x4 4x5 6x8 5x6 6x8 6x8 6x8 2x4 3x6 2x4 4x5 6-9-12 6-9-12 13-7-7 6-9-12 20-5-3 6-9-12 26-4-0 5-10-13 30-11-4 4-7-4 32-2-13 1-3-9 38-6-0 6-3-3 45-10-4 7-4-4 52-8-0 6-9-12 -1-0-0 1-0-0 6-9-12 6-9-12 13-7-7 6-9-12 20-5-3 6-9-12 26-4-0 5-10-13 32-2-13 5-10-13 38-6-0 6-3-3 45-10-4 7-4-4 52-8-0 6-9-12 53-8-0 1-0-0 0- 4 - 2 9- 6 - 1 3 9- 8 - 7 10 - 1 - 1 1 0- 4 - 2 9- 6 - 1 3 5.50 12 Plate Offsets (X,Y)-- [B:0-4-3,0-1-13], [D:0-3-0,Edge], [J:0-3-0,Edge], [O:0-2-8,0-3-0], [Q:0-3-0,0-3-0], [S:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.69 0.57 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.20 0.05 0.07 (loc) B-T B-T P B-T l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 317 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W12,W10,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): F-H. BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 1 Row at midpt E-R, F-R, G-P, H-P, K-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1211/0-5-8 (min. 0-1-11), P=3548/0-5-8 (min. 0-4-12), L=576/0-3-8 (min. 0-1-8) Max Horz B=171(LC 16) Max UpliftB=-290(LC 12), P=-447(LC 12), L=-226(LC 13) Max Grav B=1565(LC 31), P=4474(LC 31), L=909(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-U=-2790/445, U-V=-2665/446, C-V=-2636/458, C-D=-1897/364, D-W=-1561/382, E-W=-1524/384, E-F=-751/282, F-X=-553/311, G-X=-558/311, G-Y=-90/1975, H-Y=-90/1975, H-I=-386/839, I-Z=-83/858, J-Z=-171/805, J-K=-362/763, K-AA=-1151/387, AA-AB=-1240/340, L-AB=-1366/331 BOT CHORD B-T=-488/2402, S-T=-488/2402, S-AC=-255/1578, R-AC=-255/1578, R-AD=-986/298, Q-AD=-986/298, Q-AE=-986/298, P-AE=-986/298, P-AF=-1649/398, AF-AG=-1649/398, O-AG=-1649/398, N-O=-299/1139, L-N=-299/1139 WEBS C-S=-1163/257, E-S=-49/576, E-R=-1663/348, F-R=-478/93, G-R=-294/2042, G-P=-2187/466, H-P=-2444/440, H-O=-421/2104, I-O=-1095/298, K-O=-1361/293, K-N=0/252 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 and C-C Exterior(2) -1-0-12 to 4-2-8, Interior(1) 4-2-8 to 12-11-12, Exterior(2) 12-11-12 to 39-8-4, Interior(1) 39-8-4 to 48-5-8, Exterior(2) 48-5-8 to 53-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=290, P=447, L=226. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 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. LOAD CASE(S) Standard Job 20-044027T1 Truss A6GE Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-tHm0IZITkSHw6_9xUGJMsL0aSzyGh7zn8pOKMVzSOXW Scale = 1:104.2 0- 1 - 1 0 0- 1 - 1 0 T2 T3 T2 B1 W4 W3 W1 W2 W1 W2 W1 W3 W4 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST3 ST1 ST17 ST18 ST15 ST16 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST5 ST3 ST2 ST1 T1 B3A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE AG BH BG BF BE BDBC BB BA AZ AY AX AW AV AU AT AS AR AQ AP AO AN AM AL AK AJ AI AH BO BN BM BL BK BJ BI BP BQ BR BS BT BU BV BW BX BY BZ CA CB 5x6 8x12 8x12 5x6 4x5 4x5 5x6 5x8 5x8 4x8 4x5 5x6 3x8 3x8 3x8 3x6 3x6 3x6 3x6 3x8 3x8 3x8 3x6 3x6 3x6 3x6 4x5 9-2-9 9-2-9 18-5-3 9-2-9 26-4-0 7-10-13 34-2-13 7-10-13 43-5-7 9-2-9 52-8-0 9-2-9 -1-0-0 1-0-0 9-2-9 9-2-9 18-5-3 9-2-9 26-4-0 7-10-13 34-2-13 7-10-13 43-5-7 9-2-9 52-8-0 9-2-9 53-8-0 1-0-0 0- 4 - 2 8- 7 - 1 3 8- 9 - 7 9- 2 - 1 1 0- 4 - 2 8- 7 - 1 3 5.50 12 Plate Offsets (X,Y)-- [F:0-3-0,Edge], [M:0-6-0,0-3-5], [U:0-6-0,0-3-5], [AB:0-3-0,Edge], [AL:0-3-0,0-3-0], [AQ:0-3-8,0-3-0], [AY:0-3-8,0-3-0], [BD:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.17 0.10 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) AF-AH AF-AH AF AH l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 427 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): M-U. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt M-AY, Q-AU, U-AQ JOINTS 1 Brace at Jt(s): BI, BJ, BK, BL, BM, BN, BP, BQ, BR, BS, BT, BU MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 52-8-0. (lb) - Max Horz B=-154(LC 13) Max Uplift All uplift 100 lb or less at joint(s) B, AY, AU, AQ, AV, AW, AX, AZ, BA, BB, BC, BE, BF, BG, BH, AT, AS, AR, AP, AO, AN, AM, AK, AJ, AI, AH, AF Max Grav All reactions 250 lb or less at joint(s) B, BD, AY, AU, AQ, AL, BC, BE, AM, AK, AF except AV=296(LC 30), AW=330(LC 30), AX=317(LC 30), AZ=334(LC 31), BA=322(LC 31), BB=326(LC 31), BF=320(LC 31), BG=318(LC 31), BH=310(LC 31), AT=296(LC 30), AS=330(LC 30), AR=317(LC 30), AP=334(LC 31), AO=322(LC 31), AN=326(LC 31), AJ=317(LC 31), AI=329(LC 31), AH=272(LC 31), AF=300(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS P-BI=-267/58, AV-BI=-268/58, O-BJ=-302/74, AW-BJ=-302/75, N-BK=-288/61, AX-BK=-291/62, L-BL=-305/81, AZ-BL=-304/77, K-BM=-294/96, BA-BM=-295/96, J-BN=-298/95, BB-BN=-297/95, E-BF=-291/84, D-BG=-291/80, C-BH=-279/94, R-BP=-267/56, AT-BP=-268/56, S-BQ=-302/74, AS-BQ=-302/75, T-BR=-288/61, AR-BR=-291/62, V-BS=-305/81, AP-BS=-304/77, W-BT=-294/96, AO-BT=-295/96, X-BU=-298/95, AN-BU=-297/95, AC-AJ=-289/81, AD-AI=-297/83, AE-AH=-257/83 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 and C-C Exterior(2) -1-0-12 to 4-4-0, Interior(1) 4-4-0 to 10-11-13, Exterior(2) 10-11-13 to 25-10-9, Interior(1) 25-10-9 to 26-9-7, Exterior(2) 26-9-7 to 41-8-3, Interior(1) 41-8-3 to 48-4-0, Exterior(2) 48-4-0 to 53-8-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 Job 20-044027T1 Truss A6GE Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:27 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-qfumjFKkG3XeMIJKcgLqxm6wynek91S3b7tRROzSOXU NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AY, AU, AQ, AV, AW, AX, AZ, BA, BB, BC, BE, BF, BG, BH, AT, AS, AR, AP, AO, AN, AM, AK, AJ, AI, AH, AF. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-044027T1 Truss HF-1 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-qfumjFKkG3XeMIJKcgLqxm6yunfi9333b7tRROzSOXU Scale = 1:46.3 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1A B C D E F G H I P O N M L K J Q R S T 3x4 4x5 3x4 15-8-7 15-8-7 7-10-3 7-10-3 15-8-7 7-10-3 8- 7 - 1 0 13.20 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.04 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 OTHERS 2x4 DF Stud/Std *Except* ST4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-8-7. (lb) - Max Horz A=-222(LC 6) Max Uplift All uplift 100 lb or less at joint(s) I except A=-110(LC 8), N=-149(LC 10), O=-150(LC 10), P=-143(LC 10), L=-147(LC 11), K=-150(LC 11), J=-143(LC 11) Max Grav All reactions 250 lb or less at joint(s) A, I, M, N, O, P, L, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-295/189, H-I=-263/182 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 and C-C Exterior(2) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 4-10-3, Exterior(2) 4-10-3 to 10-10-3, Interior(1) 10-10-3 to 12-4-7, Exterior(2) 12-4-7 to 15-4-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) I except (jt=lb) A=110, N=149, O=150, P=143, L=147, K=150, J=143. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-044027T1 Truss M1 Truss Type Common Qty 3 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-m2?X8xL_ognLbcTij5OI1BB7CaBQdwxM2QMYWGzSOXS Scale = 1:68.2 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1 A B C D E F G J I H K L M N O P Q R S T 5x6 5x8 3x4 3x4 5x8 3x4 3x4 5x8 5x6 5x6 0-0-13 0-0-13 9-4-0 9-3-3 18-8-0 9-4-0 28-0-0 9-4-0 37-3-5 9-3-5 37-4-0 0-0-11 6-2-11 6-2-11 12-5-5 6-2-11 18-8-0 6-2-11 24-10-11 6-2-11 31-1-5 6-2-11 37-4-0 6-2-11 0- 4 - 2 8- 1 0 - 1 2 0- 4 - 2 5.50 12 Plate Offsets (X,Y)-- [A:0-1-15,Edge], [B:0-4-0,0-3-0], [F:0-4-0,0-3-0], [G:0-1-15,Edge], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.66 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.16 0.13 (loc) H-I H-I G I l/defl >999 >936 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 168 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. WEBS 1 Row at midpt E-I, C-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1815/0-3-8 (min. 0-1-15), G=1815/0-3-8 (min. 0-1-15) Max Horz A=-151(LC 17) Max UpliftA=-345(LC 12), G=-345(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-K=-3688/741, B-K=-3575/753, B-L=-3302/698, C-L=-3082/700, C-M=-2301/560, D-M=-2183/573, D-N=-2183/573, E-N=-2301/560, E-O=-3082/700, F-O=-3302/698, F-P=-3575/753, G-P=-3688/741 BOT CHORD A-J=-716/3266, J-Q=-488/2643, Q-R=-488/2643, I-R=-488/2643, I-S=-437/2643, S-T=-437/2643, H-T=-437/2643, G-H=-609/3266 WEBS D-I=-264/1341, E-I=-1109/338, E-H=-101/544, F-H=-489/242, C-I=-1109/337, C-J=-100/544, B-J=-489/242 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 and C-C Exterior(2) 0-1-12 to 3-10-9, Interior(1) 3-10-9 to 14-11-3, Exterior(2) 14-11-3 to 22-4-13, Interior(1) 22-4-13 to 33-5-7, Exterior(2) 33-5-7 to 37-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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=345, G=345. 7) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-044027T1 Truss M1GE Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-EEZvLHMcZ_vCDm2vHpvXZOkIt_YzMN6WH4552jzSOXR Scale = 1:69.6 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 ST10 ST11 ST8 ST9 ST7 ST5 ST6 ST4 ST3ST2 ST1 ST10 ST11 ST8 ST9 ST7 ST5 T1 B1AB C D E F G H I L K J AP AQ AR AS AT AU AV AW AX AY 5x6 5x6 5x8 3x4 3x4 5x8 3x4 3x4 5x8 5x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 37-4-0 9-4-0 -1-0-0 1-0-0 6-2-11 6-2-11 12-5-5 6-2-11 18-8-0 6-2-11 24-10-11 6-2-11 31-1-5 6-2-11 37-4-0 6-2-11 38-4-0 1-0-0 0- 4 - 2 8- 1 0 - 1 2 9- 4 - 0 0- 4 - 2 5.50 12 Plate Offsets (X,Y)-- [B:0-1-15,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-15,Edge], [K:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.64 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.48 0.16 0.13 (loc) J-K J-K H K l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 243 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1917/0-3-0 (min. 0-2-1), H=1917/0-3-0 (min. 0-2-1) Max Horz B=-159(LC 17) Max UpliftB=-378(LC 12), H=-378(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AP=-3701/702, C-AP=-3604/714, C-AQ=-3294/666, D-AQ=-3096/669, D-AR=-2299/548, E-AR=-2181/561, E-AS=-2181/561, F-AS=-2299/548, F-AT=-3096/669, G-AT=-3294/666, G-AU=-3604/714, H-AU=-3701/702 BOT CHORD B-L=-703/3257, L-AV=-479/2647, AV-AW=-479/2647, K-AW=-479/2647, K-AX=-394/2647, AX-AY=-394/2647, J-AY=-394/2647, H-J=-544/3257 WEBS E-K=-255/1340, F-K=-1128/336, F-J=-97/538, G-J=-487/241, D-K=-1128/336, D-L=-97/538, C-L=-487/240 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 and C-C Exterior(2) -1-0-12 to 2-8-1, Interior(1) 2-8-1 to 14-11-3, Exterior(2) 14-11-3 to 22-4-13, Interior(1) 22-4-13 to 34-7-15, Exterior(2) 34-7-15 to 38-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=378, H=378. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-044027T1 Truss N1GE Truss Type Common Qty 1 Ply 1 Job Reference (optional) Run: 81.330 s Feb 13 2020 Print: 8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Apr 9 15:35:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:HEtqIZW3Tov?7ft?TCAXaNzTONb-iR7HZdNEKI13rvd5rWQm6cGZWOxM5o1fWkrea9zSOXQ Scale = 1:37.0 T1 T1 B1 W1 W2W2 ST3 ST4ST2ST1 ST3 ST4 ST2 ST1 A B C D E F G H W X Y Z 4x5 3x6 3x6 3x8 9-4-14 9-4-14 18-9-11 9-4-14 -1-0-0 1-0-0 4-8-7 4-8-7 9-4-14 4-8-7 14-1-4 4-8-7 18-9-11 4-8-7 19-9-11 1-0-0 0- 4 - 2 4- 7 - 1 3 5- 1 - 1 0- 4 - 2 5.50 12 Plate Offsets (X,Y)-- [I:0-1-13,0-0-12], [R:0-1-13,0-0-12] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.44 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.22 0.04 0.03 (loc) F-H F-H F B-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 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 Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1010/0-3-8 (min. 0-1-8), F=1008/0-3-0 (min. 0-1-8) Max Horz B=85(LC 16) Max UpliftB=-205(LC 12), F=-205(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-W=-1674/369, C-W=-1616/383, C-X=-1196/269, D-X=-1104/280, D-Y=-1104/280, E-Y=-1196/269, E-Z=-1621/384, F-Z=-1679/370 BOT CHORD B-H=-317/1469, F-H=-262/1475 WEBS D-H=-59/541, E-H=-633/238, C-H=-627/236 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 and C-C Exterior(2) -1-0-12 to 1-11-4, Interior(1) 1-11-4 to 6-4-14, Exterior(2) 6-4-14 to 12-4-14, Interior(1) 12-4-14 to 16-10-7, Exterior(2) 16-10-7 to 19-10-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.5 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 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) except (jt=lb) B=205, F=205. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard