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HomeMy WebLinkAboutTRUSS SPECS - 22-00647 - 736 Hillside Drive - New SFRJob TALLMAN - BARBER Truss A01 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:48 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-IIJqnLG63RBnh9fotyj57uFY77_wUE2pA0cSGXzlihr Scale = 1:91.0 T1 T2 B1 W1 W2 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W5 W4 W6 W8 T3T2 B4B3B2 W7 W3A B C D E F G H I J K L W V U T S R Q P O N M X Y Z AA AB AC AD AE AF AG AHAI AJ AKAL AMAN AO AP AQ AR ASAT AU AV AW AX AY AZ BA BB BC BD BE BF BG BH BI BJBK BLBM BN BO 5x6 3x6 7x10 5x8 2x4 8x12 M18AHS 2x4 5x8 2x4 2x4 4x8 3x6 8x12 M18AHS 5x8 2x4 8x12 M18AHS 3x6 2x4 8x12 3x6 5x8 7x10 6-0-0 6-0-0 11-0-0 5-0-0 16-0-0 5-0-0 21-0-0 5-0-0 26-0-0 5-0-0 31-0-0 5-0-0 36-0-0 5-0-0 41-0-0 5-0-0 46-0-0 5-0-0 51-0-8 5-0-8 51-6-0 0-5-8 -3-0-0 3-0-0 6-0-0 6-0-0 11-0-0 5-0-0 16-0-0 5-0-0 21-0-0 5-0-0 26-0-0 5-0-0 31-0-0 5-0-0 36-0-0 5-0-0 41-0-0 5-0-0 46-0-0 5-0-0 51-0-0 5-0-0 51-0-8 0-0-8 51-6-0 0-5-8 1- 8 - 0 3- 6 - 7 3- 8 - 0 3- 2 - 1 5 3- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,Edge], [F:0-4-0,0-3-0], [I:0-4-0,0-3-0], [O:0-6-0,0-4-8], [Q:0-6-0,0-4-8], [T:0-6-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.74 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.27 -1.65 0.22 0.62 (loc) R R M R l/defl >482 >371 n/a >997 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 900 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W2,W7,W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E W8: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 4-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: V-W. REACTIONS.(lb/size) W=5056/0-5-8 (min. 0-1-13), M=4995/Mechanical Max HorzW=132(LC 6) Max UpliftW=-1375(LC 6), M=-1292(LC 6) Max GravW=5096(LC 25), M=5533(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-9078/2140, C-X=-8497/2039, X-Y=-8498/2040, D-Y=-8504/2041, D-Z=-18765/4407, Z-AA=-18765/4407, AA-AB=-18765/4407, E-AB=-18765/4407, E-AC=-18765/4407, AC-AD=-18765/4407, F-AD=-18765/4407, F-AE=-21845/5143, AE-AF=-21845/5143, AF-AG=-21845/5143, G-AG=-21845/5143, G-AH=-21845/5143, AH-AI=-21845/5143, H-AI=-21845/5143, H-AJ=-20957/4926, AJ-AK=-20957/4926, AK-AL=-20957/4926, I-AL=-20957/4926, I-AM=-14171/3303, AM-AN=-14171/3303, J-AN=-14171/3303, J-AO=-8251/1918, AO-AP=-8251/1918, AP-AQ=-8251/1918, K-AQ=-8251/1918, K-AR=-8251/1918, AR-AS=-8251/1918, AS-AT=-8251/1918, L-AT=-8251/1918, B-W=-4977/1377, L-M=-5381/1311 BOT CHORD V-W=-369/203, V-AU=-3498/14822, AU-AV=-3498/14822, U-AV=-3498/14822, U-AW=-3498/14822, AW-AX=-3498/14822, T-AX=-3498/14822, T-AY=-5002/21297, AY-AZ=-5002/21297, S-AZ=-5002/21297, S-BA=-5002/21297, BA-BB=-5002/21297, R-BB=-5002/21297, R-BC=-4926/20957, BC-BD=-4926/20957, Q-BD=-4926/20957, Q-BE=-4315/18454, BE-BF=-4315/18454, BF-BG=-4315/18454, P-BG=-4315/18454, P-BH=-4315/18454, BH-BI=-4315/18454, O-BI=-4315/18454, O-BJ=-3303/14171, BJ-BK=-3303/14171, BK-BL=-3303/14171, N-BL=-3303/14171 WEBS C-V=-450/2300, D-V=-7422/1719, D-U=0/346, D-T=-1079/4665, E-T=-894/304, F-T=-2996/708, F-S=0/347, F-R=-170/666, G-R=-880/330, H-R=-256/1050, H-Q=-1434/455, I-Q=-723/2961, I-P=0/312, I-O=-5067/1198, J-O=-567/2819, J-N=-7003/1638, K-N=-1042/355, L-N=-2186/9423, B-V=-2006/8624 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 Continued on page 2 Job TALLMAN - BARBER Truss A01 Truss Type Half Hip Girder Qty 1 Ply 3 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:48 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-IIJqnLG63RBnh9fotyj57uFY77_wUE2pA0cSGXzlihr NOTES- 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1375 lb uplift at joint W and 1292 lb uplift at joint M. 13) 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. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 98 lb up at 6-0-0, 210 lb down and 98 lb up at 8-0-12, 210 lb down and 98 lb up at 10-0-12, 210 lb down and 98 lb up at 12-0-12, 210 lb down and 98 lb up at 14-0-12, 210 lb down and 98 lb up at 16-0-12, 210 lb down and 98 lb up at 18-0-12, 210 lb down and 98 lb up at 20-0-12, 210 lb down and 98 lb up at 22-0-12, 210 lb down and 98 lb up at 24-0-12, 210 lb down and 98 lb up at 25-9-0, 210 lb down and 98 lb up at 27-5-4, 210 lb down and 98 lb up at 29-5-4, 210 lb down and 98 lb up at 31-5-4, 210 lb down and 98 lb up at 33-5-4, 210 lb down and 98 lb up at 35-5-4, 210 lb down and 98 lb up at 37-5-4, 210 lb down and 98 lb up at 39-5-4, 210 lb down and 98 lb up at 41-5-4, 210 lb down and 98 lb up at 43-5-4, 210 lb down and 98 lb up at 45-5-4, 210 lb down and 98 lb up at 47-5-4, and 210 lb down and 98 lb up at 49-5-4, and 213 lb down and 97 lb up at 50-5-4 on top chord, and 397 lb down and 98 lb up at 6-0-0, 52 lb down at 8-0-12, 52 lb down at 10-0-12, 52 lb down at 12-0-12, 52 lb down at 14-0-12, 52 lb down at 16-0-12, 52 lb down at 18-0-12, 52 lb down at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, 52 lb down at 25-9-0, 52 lb down at 27-5-4, 52 lb down at 29-5-4, 52 lb down at 31-5-4, 52 lb down at 33-5-4, 52 lb down at 35-5-4, 52 lb down at 37-5-4, 52 lb down at 39-5-4, 52 lb down at 41-5-4, 52 lb down at 43-5-4, 52 lb down at 45-5-4, 52 lb down at 47-5-4, and 52 lb down at 49-5-4, and 55 lb down at 50-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-L=-84, M-W=-14 Concentrated Loads (lb) Vert: C=-161(B) V=-397(B) T=-22(B) E=-161(B) R=-22(B) X=-161(B) Y=-161(B) Z=-161(B) AB=-161(B) AC=-161(B) AD=-161(B) AE=-161(B) AF=-161(B) AG=-161(B) AH=-161(B) AI=-161(B) AJ=-161(B) AK=-161(B) AL=-161(B) AM=-161(B) AN=-161(B) AO=-161(B) AP=-161(B) AQ=-161(B) AR=-161(B) AS=-161(B) AT=-168(B) AU=-22(B) AV=-22(B) AW=-22(B) AX=-22(B) AY=-22(B) AZ=-22(B) BA=-22(B) BB=-22(B) BC=-22(B) BD=-22(B) BE=-22(B) BF=-22(B) BG=-22(B) BH=-22(B) BI=-22(B) BJ=-22(B) BK=-22(B) BL=-22(B) BM=-22(B) BN=-22(B) BO=-23(B) Job TALLMAN - BARBER Truss A02 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:51 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-it_yQNJ_MMaMYcONY5HolWt6KLzYgdfFt_r6tszliho Scale = 1:92.7 T1 T2 T4 B1 W5 W4 W3 W2 W1 W1 W2 W3 W4 W5 W7 W6 W7W6 T3T3 B2B2B2B2 A B C D E F G H I P O N M L K J Q R 5x8 7x8 3x4 8x12 M18AHS 8x12 M18AHS 4x5 10x18 M18AHS 7x8 8x12 M18AHS 4x5 8x12 M18AHS 7x8 3x4 7x8 5x8 7-7-8 7-7-8 16-8-4 9-0-12 25-9-0 9-0-12 34-9-12 9-0-12 43-10-8 9-0-12 51-0-8 7-2-0 51-6-0 0-5-8 -3-0-0 3-0-0 7-7-8 7-7-8 14-10-8 7-3-0 22-1-8 7-3-0 29-4-8 7-3-0 36-7-8 7-3-0 43-10-8 7-3-0 51-0-8 7-2-0 51-6-0 0-5-8 1- 8 - 0 4- 0 - 1 5 4- 2 - 8 1- 8 - 0 4- 0 - 1 5 4.00 12 Plate Offsets (X,Y)-- [B:0-2-12,0-2-8], [D:0-4-0,0-4-8], [F:0-4-0,0-4-8], [I:0-2-12,0-2-8], [K:0-5-8,Edge], [L:0-5-8,Edge], [N:0-5-8,Edge], [O:0-5-8,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.87 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.04 -1.30 0.29 0.37 (loc) M L-M J M l/defl >589 >471 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 536 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1,T4: 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* W4,W7,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-10-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: O-P. WEBS 1 Row at midpt D-O, G-K REACTIONS.(lb/size) P=2786/0-5-8 (min. 0-1-11), J=2501/Mechanical Max HorzP=89(LC 6) Max UpliftP=-756(LC 6), J=-605(LC 7) Max GravP=3203(LC 28), J=3084(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-6040/1061, C-D=-5718/1043, D-Q=-10797/1824, E-Q=-10797/1824, E-F=-12386/2079, F-G=-10812/1851, G-R=-5759/1089, H-R=-5751/1090, H-I=-6076/1104, B-P=-3147/781, I-J=-3028/628 BOT CHORD O-P=-338/130, N-O=-1706/10226, M-N=-2040/12321, L-M=-2033/12329, K-L=-1704/10244, J-K=-72/324 WEBS C-O=-148/1358, D-O=-5071/856, D-N=-141/1297, E-N=-1844/362, F-L=-1834/355, G-L=-137/1291, G-K=-5046/841, H-K=-138/1346, B-O=-931/5701, I-K=-939/5703 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 756 lb uplift at joint P and 605 lb uplift at joint J. Continued on page 2 Job TALLMAN - BARBER Truss A02 Truss Type Hip Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:51 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-it_yQNJ_MMaMYcONY5HolWt6KLzYgdfFt_r6tszliho NOTES- 13) 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 TALLMAN - BARBER Truss A03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-fG6jq3KFuzq4nwXlgVJGqxyPH8eu8QHYKIKDxlzlihm Scale: 1/8"=1' T1 T2 T3 B1 W5 W4 W3 W1 W2 W1 W2 W1 W3 W4 W5 W7 W6 W7 W6 T2 B5B4B3B2 A B C D E F G H I J Q P O N M L K R S 5x8 4x5 8x12 M18AHS 8x12 5x6 10x18 M18AHS 7x8 2x4 10x18 M18AHS 5x6 8x12 M18AHS 8x12 4x6 10x12 M18AHS 8x12 M18AHS 5x8 9-9-0 9-9-0 17-9-14 8-0-14 25-9-0 7-11-2 33-8-2 7-11-2 41-9-0 8-0-14 51-0-8 9-3-8 51-6-0 0-5-8 -3-0-0 3-0-0 4-10-8 4-10-8 9-9-0 4-10-8 17-9-14 8-0-14 25-9-0 7-11-2 33-8-2 7-11-2 41-9-0 8-0-14 46-7-8 4-10-8 51-0-8 4-5-0 51-6-0 0-5-8 1- 8 - 0 4- 9 - 7 4- 1 1 - 0 1- 8 - 0 4- 9 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [F:0-4-0,0-4-12], [L:0-4-8,0-4-8], [P:0-4-8,0-4-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.95 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -1.16 -1.46 0.36 0.43 (loc) N N K N l/defl >530 >420 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 333 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W2,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt F-O, F-M, C-Q, I-K 2 Rows at 1/3 pts E-P, G-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) Q=2788/0-5-8 (min. 0-3-3), K=2501/Mechanical Max HorzQ=99(LC 6) Max UpliftQ=-752(LC 6), K=-600(LC 7) Max GravQ=2989(LC 28), K=2869(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-286/99, C-D=-6090/1128, D-E=-5765/1101, E-R=-9335/1666, F-R=-9335/1666, F-G=-9348/1692, G-S=-5793/1134, H-S=-5788/1134, H-I=-6120/1166, I-J=-296/67, B-Q=-883/288, J-K=-357/92 BOT CHORD P-Q=-869/4352, O-P=-1581/9335, N-O=-1727/10395, M-N=-1727/10395, L-M=-1566/9348, K-L=-909/4420 WEBS C-P=-194/1650, D-P=-148/1224, E-P=-4040/695, E-O=-39/675, F-O=-1208/219, F-N=0/275, F-M=-1193/208, G-M=-35/668, G-L=-4024/685, H-L=-154/1241, I-L=-177/1602, C-Q=-4854/952, I-K=-4918/1034 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) 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 752 lb uplift at joint Q and 600 lb uplift at joint 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 TALLMAN - BARBER Truss A04 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-3rnrT4N7AuCeeNGKLetzSaa?2Mh8LpI?0GYtY4zlihj Scale = 1:92.7 T1 T2 T3 B1 W7 W5 W4 W3 W2 W1 W1 W2 W3 W4 W6 W9 W11 W8 W11W10 T2 B1B2B3B2 A B C D E F G H I J R Q P O N M L K S T 5x8 7x8 7x8 7x10 4x5 8x12 8x12 M18AHS 4x5 8x12 M18AHS 8x12 M18AHS 4x5 8x12 M18AHS 4x5 7x8 7x10 5x8 5x8 6-10-8 6-10-8 11-9-0 4-10-8 21-1-0 9-4-0 30-5-0 9-4-0 39-9-0 9-4-0 45-7-8 5-10-8 51-0-8 5-5-0 51-6-0 0-5-8 -3-0-0 3-0-0 6-10-8 6-10-8 11-9-0 4-10-8 18-9-0 7-0-0 25-9-0 7-0-0 32-9-0 7-0-0 39-9-0 7-0-0 45-7-8 5-10-8 51-0-8 5-5-0 51-6-0 0-5-8 1- 8 - 0 5- 5 - 7 5- 7 - 0 1- 8 - 0 5- 5 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-4-10,0-3-8], [F:0-4-0,0-4-8], [L:0-3-8,0-3-8], [M:0-5-12,0-4-8], [N:0-6-0,0-5-0], [O:0-6-0,0-5-0], [P:0-5-12,0-4-8], [Q:0-3-8,0-4-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.78 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.83 -1.08 0.25 0.33 (loc) N-O N-O K N-O l/defl >738 >568 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 339 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3,W8,W10: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E W11: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 2-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-P, G-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) R=2787/0-5-8 (min. 0-3-1), K=2492/Mechanical Max HorzR=109(LC 6) Max UpliftR=-748(LC 6), K=-592(LC 7) Max GravR=2879(LC 29), K=2662(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4957/1010, C-D=-5723/1130, D-E=-5414/1096, E-S=-8056/1475, F-S=-8056/1475, F-T=-8063/1495, G-T=-8063/1495, G-H=-5432/1126, H-I=-5757/1158, I-J=-4741/1023, B-R=-2790/765, J-K=-2566/601 BOT CHORD Q-R=-319/381, P-Q=-945/4640, O-P=-1367/7779, N-O=-1460/8492, M-N=-1340/7790, L-M=-925/4452, K-L=-80/350 WEBS C-Q=-835/225, C-P=-129/1008, D-P=-171/1204, E-P=-2888/522, E-O=-53/653, F-O=-639/179, F-N=-628/172, G-N=-48/645, G-M=-2879/513, H-M=-167/1233, I-M=-152/1162, I-L=-944/254, B-Q=-870/4337, J-L=-867/4231 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) 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 748 lb uplift at joint R and 592 lb uplift at joint 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 TALLMAN - BARBER Truss A05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:06:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-TQT_56P?TpaDVr?v0mQg4CCUkZgeYA7RiEnX9Pzlihg Scale = 1:98.3 T2 T3 T5 B1 W6 W5 W4 W3 W2 W1 W2 W3 W4 W5 W6 W8 W7 W8W7 T1 T4 B1B3B2 A B C D E F G H I Q P O N M L K J R S T U V 5x8 3x10 M18AHS 7x8 7x8 8x12 M18AHS 7x8 2x4 10x18 M18AHS 4x5 8x12 M18AHS 4x5 7x8 7x8 3x10 M18AHS 7x8 5x8 6-10-8 6-10-8 13-9-0 6-10-8 21-9-9 8-0-9 29-8-7 7-10-13 37-9-0 8-0-9 44-7-8 6-10-8 51-0-8 6-5-0 51-6-0 0-5-8 -3-0-0 3-0-0 6-10-8 6-10-8 13-9-0 6-10-8 21-9-9 8-0-9 29-8-7 7-10-13 37-9-0 8-0-9 44-7-8 6-10-8 51-0-8 6-5-0 51-6-0 0-5-8 1- 8 - 0 6- 1 - 7 6- 3 - 0 1- 8 - 0 6- 1 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8], [C:0-4-0,0-4-8], [E:0-4-0,0-5-0], [K:0-3-8,Edge], [L:0-4-12,Edge], [O:0-5-0,Edge], [P:0-3-8,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.99 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.79 -1.07 0.32 0.34 (loc) M-N M-N J M-N l/defl >774 >577 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 306 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W6,W4,W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt E-O, E-M, F-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) Q=2788/0-5-8 (min. 0-3-5), J=2501/Mechanical Max HorzQ=116(LC 10) Max UpliftQ=-739(LC 6), J=-586(LC 7) Max GravQ=3082(LC 29), J=2616(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4565/1007, C-D=-5305/1108, D-E=-5008/1086, E-R=-6858/1362, R-S=-6858/1362, F-S=-6858/1362, F-G=-5020/1107, G-H=-5322/1133, H-I=-4607/1056, B-Q=-3026/762, I-J=-2559/608 BOT CHORD O-P=-953/4278, O-T=-1224/6846, N-T=-1224/6846, N-U=-1223/6846, M-U=-1223/6846, M-V=-1193/6858, L-V=-1193/6858, K-L=-951/4327 WEBS C-P=-738/233, C-O=-308/856, D-O=-131/1004, E-O=-2249/414, E-N=0/296, E-M=-254/297, F-M=-62/327, F-L=-2247/407, G-L=-133/1020, H-L=-447/816, H-K=-744/243, B-P=-880/4194, I-K=-923/4229 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint Q and 586 lb uplift at joint J. 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 TALLMAN - BARBER Truss A06 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-u?97j8RumkyoMIjUhuzNirqzwmiNlYstOC?Bmjzlihd Scale: 1/8"=1' T2 T3 T5 B1 B2 B3 B4 B5 W13 W12 W9 W6 W5 W4 W2 W1 W1 W3 W7 W16W10 W8 W11 W15W14 T1 T4 T6 B8B7B6 A B C D E F G H I J K V U T S R Q P O N M L W X Y Z AA AB AC 7x8 7x8 7x8 10x12 M18AHS 3x4 7x8 3x4 3x4 6x8 4x5 6x12 6x12 4x5 7x10 7x8 3x6 7x8 5x12 M18AHS 6x8 6x12 5x6 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 16-0-0 1-6-0 25-9-0 9-9-0 35-6-0 9-9-0 42-3-4 6-9-4 51-0-8 8-9-4 51-6-0 0-5-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 16-0-0 1-6-0 22-6-0 6-6-0 29-0-0 6-6-0 35-6-0 6-6-0 42-3-4 6-9-4 51-0-8 8-9-4 51-6-0 0-5-8 1- 8 - 0 6- 1 0 - 7 7- 0 - 0 1- 8 - 0 1- 0 - 0 6- 1 0 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [D:0-4-0,0-4-8], [G:0-4-0,0-4-8], [J:0-5-8,0-5-0], [K:Edge,0-2-12], [M:0-6-0,0-3-0], [N:0-3-0,Edge], [O:0-4-0,Edge], [R:0-3-12,Edge], [T:0-6-12 ,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.92 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.51 0.23 0.18 (loc) O-P N-O L R-S l/defl >999 >991 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 326 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B2,B4: 2x4 DF Stud/Std WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W13,W12,W9,W4,W1,W7,W10,W15: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-7-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 1 Row at midpt D-R, F-P, G-P, H-N, J-M, K-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=-388/0-3-8 (min. 0-1-8), M=3512/0-5-8 (min. 0-3-13), V=2165/0-5-8 (min. 0-2-14) Max HorzV=131(LC 10) Max UpliftL=-683(LC 28), M=-760(LC 7), V=-602(LC 6) Max GravL=178(LC 33), M=3585(LC 29), V=2674(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3757/795, C-D=-4566/1013, D-E=-3720/887, E-F=-3577/913, F-G=-2985/732, G-X=-3106/655, X-Y=-3106/655, H-Y=-3106/655, H-I=-1109/334, I-J=-1207/326, J-K=-410/1945, B-V=-2547/633, K-L=-121/737 BOT CHORD C-T=-471/125, S-T=-847/3759, R-S=-957/4254, E-R=-436/202, P-Z=-614/3383, Z-AA=-614/3383, O-AA=-614/3383, O-AB=-454/2760, AB-AC=-454/2760, N-AC=-454/2760, M-N=-1735/403, L-M=-42/259 WEBS C-S=-133/731, D-R=-1282/275, P-R=-639/3447, F-R=-590/2623, F-P=-1687/413, G-P=-582/423, G-O=-639/227, H-O=-130/796, H-N=-2339/486, J-M=-3222/776, J-N=-614/3393, K-M=-1859/426, T-V=-254/101, B-T=-680/3471 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint R = 8% 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 683 lb uplift at joint L, 760 lb uplift at joint M and 602 lb uplift at joint V. 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 TALLMAN - BARBER Truss A07 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:04 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-qNGt8qT8IMCWbcttpJ0rnGwJMaTGDO5AsWUIqczlihb Scale = 1:98.6 T2 T3 T4 B1 B3 B2 B4 B5 W10 W7 W4 W3 W2 W1 W2 W1 W5 W14W8 W6T1 T5 B8B7B6 W11W13 W9A B C D E F G H I J K V U T S R Q P O N M L W X Y Z AA AB AC AD 7x8 7x8 7x8 8x12 M18AHS 3x4 7x10 6x8 12x14 3x4 3x4 5x8 4x5 7x10 4x5 7x10 3x4 10x12 M18AHS 5x12 M18AHS 4x5 8x12 M18AHS 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 18-0-0 3-6-0 25-10-12 7-10-12 33-6-0 7-7-4 42-3-4 8-9-4 51-0-8 8-9-4 51-6-0 0-5-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 18-0-0 3-6-0 25-10-12 7-10-12 33-6-0 7-7-4 42-3-4 8-9-4 51-0-8 8-9-4 51-6-0 0-5-8 54-6-0 3-0-0 1- 8 - 0 7- 6 - 7 7- 8 - 0 1- 8 - 0 1- 0 - 0 7- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-7,0-2-8], [D:0-4-0,0-4-8], [I:0-5-12,0-5-4], [J:0-3-8,Edge], [M:0-6-0,0-3-0], [N:0-3-4,Edge], [O:0-4-0,0-3-0], [T:0-2-12,0-3-8], [V:Edge,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.74 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.42 0.19 0.16 (loc) E R-S L E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 345 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3,B4: 2x4 DF Stud/Std, B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W4,W1,W14,W6,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-4-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-R, G-P, H-N, I-M, J-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=191/0-3-8 (min. 0-1-8), M=3147/0-5-8 (min. 0-3-13), V=2221/0-5-8 (min. 0-3-0) Max HorzV=123(LC 10) Max UpliftL=-307(LC 42), M=-635(LC 7), V=-613(LC 6) Max GravL=550(LC 33), M=3590(LC 29), V=2787(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-X=-4591/842, C-X=-4542/847, C-D=-5280/1067, D-E=-4085/931, E-F=-3974/979, F-Y=-2868/739, G-Y=-2872/739, G-Z=-2927/699, H-Z=-2922/699, H-I=-1791/466, I-AA=-208/1299, J-AA=-230/1142, B-V=-2744/659, J-L=-496/361 BOT CHORD B-T=-767/4347, S-T=-856/4395, R-S=-991/4928, E-R=-560/158, P-AC=-512/2922, O-AC=-512/2922, O-AD=-231/1653, N-AD=-231/1653, M-N=-1074/259 WEBS D-R=-1327/276, P-R=-533/2855, F-R=-433/2240, F-P=-1107/252, G-P=-343/678, G-O=-1110/333, H-O=-388/1769, H-N=-1209/314, I-M=-3278/688, I-N=-549/2925, C-T=-752/189, C-S=-165/715, J-M=-1169/264 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint L, 635 lb uplift at joint M and 613 lb uplift at joint V. 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 TALLMAN - BARBER Truss A08 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:07 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Eyy0mrV1aHb5S4cRUSZYPuYsKnTeQm9cYTjyRxzlihY Scale: 1/8"=1' T2 T3 T4 B1 B3 B2 B4 B5 W11 W7 W4 W3 W2 W1 W2 W1 W5 W15 W9 W6 W8 W10 T1 T5 B8B7B6 W12W14 A B C D E F G H I J K L W V U T S R Q P O N M X Y Z AA AB AC AD AE 7x8 7x8 7x8 3x4 7x10 6x8 8x12 3x4 3x4 5x6 4x5 7x10 4x5 5x8 3x6 7x8 8x12 M18AHS 7x10 5x6 4x5 8x12 M18AHS 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 20-0-0 5-6-0 25-10-12 5-10-12 31-6-0 5-7-4 42-3-4 10-9-4 51-0-8 8-9-4 51-6-0 0-5-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-5-12 6-0-4 14-6-0 6-0-4 20-0-0 5-6-0 25-10-12 5-10-12 31-6-0 5-7-4 37-0-6 5-6-6 42-3-4 5-2-14 51-0-8 8-9-4 51-6-0 0-5-8 54-6-0 3-0-0 1- 8 - 0 8- 2 - 7 8- 4 - 0 1- 8 - 0 1- 0 - 0 8- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-5-4,0-3-0], [D:0-4-0,0-4-8], [J:0-5-0,0-5-4], [K:0-3-8,0-2-12], [O:0-4-0,0-3-0], [P:0-3-0,0-3-0], [S:0-4-0,0-3-12], [U:0-2-12,0-3-8], [W:Edge,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.72 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.44 0.21 0.15 (loc) E S-T M E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 359 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3,B4: 2x4 DF Stud/Std, B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W11,W7,W9,W13,W12,W14: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-S, G-Q, I-N, K-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=67/0-3-8 (min. 0-1-8), N=3309/0-5-8 (min. 0-4-6), W=2183/0-5-8 (min. 0-3-0) Max HorzW=135(LC 10) Max UpliftM=-359(LC 42), N=-651(LC 7), W=-598(LC 6) Max GravM=502(LC 16), N=4106(LC 29), W=2792(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4887/822, C-X=-5589/1011, D-X=-5503/1024, D-E=-4413/891, E-Y=-4367/959, F-Y=-4204/965, F-G=-2615/664, G-H=-2393/606, H-Z=-1641/465, I-Z=-1746/458, I-J=-226/1713, J-AA=-288/1782, K-AA=-300/1550, B-W=-2754/648, K-M=-450/407 BOT CHORD B-U=-745/4615, T-U=-841/4684, S-T=-958/5219, E-S=-754/209, Q-AB=-401/2389, P-AB=-401/2389, P-AC=-216/1610, O-AC=-216/1610, O-AD=-54/725, AD-AE=-54/725, N-AE=-54/725 WEBS D-S=-1296/268, Q-S=-435/2489, F-S=-447/2374, F-Q=-982/227, G-Q=-166/791, G-P=-1119/298, H-P=-319/1451, H-O=-1063/262, J-N=-1109/287, I-O=-251/1578, I-N=-3384/610, K-N=-1692/337, C-U=-774/183, C-T=-152/692 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint M, 651 lb uplift at joint N and 598 lb uplift at joint W. 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 TALLMAN - BARBER Truss A09 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:09 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-BL4mBXXH6uroiNmqbsc0UJdCSb9Duhbv0nC3VpzlihW Scale = 1:94.9 T2 T3 T4 B1 W9 W5 W4 W3 W2 W1 W1 W2 W3 W4 W11 W10 W11W8W7 W6T1 T5 B1B3B2 A B C D E F G H I J K S R Q P O N M L T U V W X Y Z AA AB AC 7x8 5x8 5x8 8x12 3x10 M18AHS 5x8 7x8 4x5 4x8 4x5 5x8 4x5 6x8 7x8 3x4 8x12 5x6 7-2-8 7-2-8 14-5-0 7-2-8 21-7-8 7-2-8 29-10-8 8-3-0 37-1-0 7-2-8 42-3-4 5-2-4 51-0-8 8-9-4 51-6-0 0-5-8 -3-0-0 3-0-0 7-2-8 7-2-8 14-5-0 7-2-8 21-7-8 7-2-8 25-9-0 4-1-8 29-10-8 4-1-8 37-1-0 7-2-8 42-3-4 5-2-4 51-0-8 8-9-4 51-6-0 0-5-8 54-6-0 3-0-0 1- 8 - 0 8- 8 - 1 5 8- 1 0 - 8 1- 8 - 0 8- 8 - 1 5 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8], [C:0-4-0,0-4-8], [I:0-6-0,0-5-0], [J:0-3-8,0-4-0], [O:0-4-0,0-3-0], [Q:0-4-0,0-3-4], [R:0-3-8,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.59 0.65 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.44 0.12 0.12 (loc) O-P O-P L Q l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 337 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W9,W4,W7: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-9-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-P, F-P, F-O, G-O, H-N, J-M, I-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) S=2231/0-5-8 (min. 0-3-1), L=235/0-3-8 (min. 0-1-8), M=3093/0-5-8 (min. 0-4-6) Max HorzS=144(LC 10) Max UpliftS=-601(LC 6), L=-213(LC 42), M=-599(LC 7) Max GravS=2878(LC 29), L=536(LC 16), M=4076(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-T=-4493/722, T-U=-4356/731, C-U=-4247/739, C-D=-4210/770, D-V=-3085/629, E-V=-2914/646, E-F=-2765/646, F-G=-2036/516, G-W=-2142/504, H-W=-2300/491, H-I=-1315/341, I-X=-194/1444, X-Y=-197/1244, J-Y=-209/1105, B-S=-2821/625, J-L=-479/270 BOT CHORD R-S=-186/274, Q-R=-710/4145, Q-Z=-647/3859, P-Z=-647/3859, P-AA=-378/2415, AA-AB=-378/2415, O-AB=-378/2415, O-AC=-95/1118, N-AC=-95/1118, M-N=-1118/242 WEBS C-R=-650/182, C-Q=-322/188, D-Q=0/268, D-P=-1436/314, E-P=-47/381, F-P=-147/849, F-O=-1161/259, G-O=-87/258, H-O=-225/1409, H-N=-1860/326, B-R=-619/4002, J-M=-1394/254, I-M=-3746/637, I-N=-437/2944 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at joint S, 213 lb uplift at joint L and 599 lb uplift at joint M. 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 TALLMAN - BARBER Truss B01 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-bwluqZZ9PpDNZrUPH?9j6yFkRo6c5?gLilQj68zlihT Scale = 1:85.8 T1 T2 T4 B1 B2 B5 B6 W3 W2 W1 W1 W2 W4 W7 W9 W8 W13 W15W14 W10W11 W6 W5 W12 T3 T5B4B3 A B C D E F G H I J S R Q P O N M L K T U V 7x8 7x8 6x8 8x12 M18AHS 7x8 2x4 3x10 M18AHS 10x18 M18AHS 4x5 3x10 6x12 10x18 M18AHS 7x8 1.5x4 2x6 10x16 8x12 5x8 10x18 M18AHS 0-0-6 0-0-6 0-5-12 0-5-6 3-11-8 3-5-12 8-2-8 4-3-0 18-2-8 10-0-0 28-2-8 10-0-0 30-4-0 2-1-8 37-1-12 6-9-12 43-6-0 6-4-4 43-11-8 0-5-8 0-5-12 0-5-12 0-9-0 0-3-4 3-11-8 3-2-8 8-2-8 4-3-0 14-10-8 6-8-0 21-6-8 6-8-0 28-2-8 6-8-0 30-4-0 2-1-8 37-1-12 6-9-12 43-6-0 6-4-4 43-11-8 0-5-8 46-11-8 3-0-0 2- 0 - 8 3- 9 - 7 6- 1 1 - 0 1- 8 - 0 3- 0 - 0 6- 9 - 7 4.00 12 Plate Offsets (X,Y)-- [A:0-9-8,Edge], [C:0-6-12,0-5-4], [D:0-4-0,0-4-8], [H:0-4-0,0-4-8], [I:0-3-8,0-3-8], [N:0-9-12,0-1-8], [Q:0-5-12,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.99 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.64 -0.93 0.26 0.29 (loc) O-P O-P K O-P l/defl >819 >565 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 294 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1: 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B1,B5: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W9,W8,W15,W14: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E W11: 2x10 DF 1950F 1.7E or 2x10 DF SS BRACING- TOP CHORD Sheathed or 3-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt D-Q, E-O MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=2432/0-5-8 (min. 0-3-2), A=2132/0-5-0 (min. 0-2-6) Max HorzA=-190(LC 7) Max UpliftK=-675(LC 7), A=-491(LC 6) Max GravK=2907(LC 29), A=2241(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3707/793, B-C=-3639/837, C-D=-3916/827, D-U=-6286/1262, E-U=-6286/1262, E-F=-5395/1205, F-G=-5646/1259, G-H=-6062/1375, H-V=-3918/877, I-V=-3963/860, I-K=-2854/697 BOT CHORD A-S=-110/627, R-S=-369/1798, Q-R=-375/1817, P-Q=-1000/5973, O-P=-1097/6492, N-O=-1103/5721, G-N=-194/1024 WEBS C-Q=-129/895, D-Q=-2468/485, D-P=-52/605, E-P=-426/166, E-O=-1312/263, F-O=-248/1201, G-O=-1501/315, L-N=-749/3714, H-N=-387/2460, H-L=-1745/443, I-L=-753/3592, B-T=-509/152, A-T=-621/3216, Q-T=-294/2181, C-T=-569/201, S-T=-1600/337 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint N = 4% 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 675 lb uplift at joint K and 491 lb uplift at joint A. 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 TALLMAN - BARBER Truss B02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:15 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-?VR1Sab2ikbyQID_y7iQjatEY09oINSoOjfNjTzlihQ Scale = 1:77.5 T1 T2 T3 B1 B4 B5 W5 W3 W2 W1 W2 W4 W6 W8 W7 W11 W10 W9 W13W12 T4B3B2 A B C D E F G H IQ P O N M L K J R S T U 2x6 5x6 7x8 7x8 7x8 2x4 3x10 M18AHS 5x12 M18AHS 4x6 4x5 5x12 M18AHS 3x6 6x16 10x18 M18AHS 6x8 7x8 8-9-0 8-9-0 16-9-0 8-0-0 24-9-0 8-0-0 28-10-8 4-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 4-4-8 4-4-8 8-9-0 4-4-8 16-9-0 8-0-0 24-9-0 8-0-0 28-10-8 4-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 45-6-0 3-0-0 2- 8 - 0 5- 5 - 7 7- 7 - 0 1- 8 - 0 2- 0 - 0 7- 5 - 7 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-4-8], [H:0-3-8,0-3-8], [M:0-9-12,0-1-8], [O:0-6-0,0-3-0], [P:0-6-0,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.83 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.46 -0.64 0.26 0.23 (loc) M-N N-O J M-N l/defl >999 >789 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 260 lb FT = 20% GRIP 220/195 169/162 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 *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W8,W13,W12: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-1-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-P, E-O, F-N, B-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=2349/0-5-8 (min. 0-3-2), Q=2058/0-5-8 (min. 0-2-5) Max HorzQ=-220(LC 7) Max UpliftJ=-645(LC 7), Q=-455(LC 6) Max GravJ=2921(LC 29), Q=2174(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3174/671, C-R=-3008/661, R-S=-3008/661, D-S=-3016/660, D-E=-4802/1031, E-F=-4512/1060, F-G=-5968/1259, G-T=-3982/816, H-T=-4161/800, A-Q=-257/65, H-J=-2868/666 BOT CHORD P-Q=-383/2081, O-P=-767/4797, N-O=-732/4285, M-N=-991/5534, F-M=-131/1022 WEBS B-P=-184/1266, C-P=-49/430, D-P=-2111/461, D-O=-221/391, E-O=-519/609, E-N=-153/1226, F-N=-1872/344, K-M=-688/3929, G-M=-335/2029, G-K=-1838/413, B-Q=-2770/622, H-K=-696/3731 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint M = 8% 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 645 lb uplift at joint J and 455 lb uplift at joint Q. 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 TALLMAN - BARBER Truss B03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:17 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-yuZntGdIELrgfcNM3Ylup?yV4ppzmHu4r18UoMzlihO Scale = 1:77.1 T1 T2 T3 B1 B4 B5 W7 W5 W3 W2 W1 W2 W4 W6 W10 W9 W12 W11 W8 W14W13 T4B3B2 A B C D E F G H IR Q P O N M L K J S T 5x8 5x8 7x8 5x6 7x8 2x4 3x10 M18AHS 3x4 4x8 5x8 4x8 1.5x4 5x12 M18AHS 8x12 10x18 M18AHS 6x8 7x8 5-4-8 5-4-8 10-9-0 5-4-8 16-9-0 6-0-0 22-9-0 6-0-0 28-10-8 6-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 5-4-8 5-4-8 10-9-0 5-4-8 16-9-0 6-0-0 22-9-0 6-0-0 28-10-8 6-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 45-6-0 3-0-0 2- 8 - 0 6- 1 - 7 8- 3 - 0 1- 8 - 0 2- 0 - 0 8- 1 - 7 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-4-8], [H:0-3-8,0-3-8], [M:0-10-0,0-1-8], [N:0-5-0,0-3-4], [P:0-4-0,0-3-0], [Q:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.98 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.70 0.27 0.22 (loc) M-N M-N J M-N l/defl >978 >722 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 267 lb FT = 20% GRIP 220/195 169/162 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 *Except* B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W2,W10,W8,W14,W13: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-P, D-N, F-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) R=2058/0-5-8 (min. 0-2-9), J=2349/0-5-8 (min. 0-3-3) Max HorzR=-229(LC 7) Max UpliftR=-443(LC 6), J=-638(LC 7) Max GravR=2422(LC 29), J=2971(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2886/548, B-S=-3242/674, C-S=-3058/680, C-D=-2963/671, D-T=-4123/927, E-T=-4121/928, E-F=-4474/944, F-G=-6624/1238, G-H=-4495/800, A-R=-2378/460, H-J=-2916/659 BOT CHORD P-Q=-416/2646, O-P=-613/3719, N-O=-613/3719, M-N=-975/6179, F-M=-101/1046 WEBS B-Q=-1132/267, B-P=-149/842, C-P=-80/535, D-P=-1339/322, D-N=-310/598, E-N=-116/847, F-N=-2399/430, K-M=-667/4265, G-M=-333/2039, G-K=-1995/404, A-Q=-517/2842, H-K=-679/4006 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint M = 0% 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 443 lb uplift at joint R and 638 lb uplift at joint J. 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 TALLMAN - BARBER Truss B04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:20 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-MSEwVIfAXGDFW36xlgIbQea_o1wBzeEXX?M8OhzlihL Scale = 1:79.5 T1 T2 T3 B1 B4 B5 W6 W4 W2 W3 W9 W8 W11 W10 W7 W13 W12 W5 T4B3B2 W1 W1 A B C D E F G H IQ P O N M L K J R S T U V W 5x8 7x8 7x8 3x10 M18AHS 7x8 7x8 2x6 3x10 M18AHS 3x4 5x8 8x12 M18AHS 6x12 10x18 M18AHS 8x12 7x8 3x4 6-4-8 6-4-8 12-9-0 6-4-8 20-9-0 8-0-0 28-10-8 8-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 6-4-8 6-4-8 12-9-0 6-4-8 16-9-0 4-0-0 20-9-0 4-0-0 28-10-8 8-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 45-6-0 3-0-0 2- 8 - 0 6- 9 - 7 8- 1 1 - 0 1- 8 - 0 2- 0 - 0 8- 9 - 7 4.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-8], [G:0-4-0,0-4-8], [H:0-3-8,0-3-8], [K:0-4-12,0-2-0], [N:0-6-0,0-4-8], [O:0-2-12,0-4-8], [P:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.69 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -0.74 0.25 0.21 (loc) M-N M-N J M-N l/defl >889 >686 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 279 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T3,T4: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* B4,B5: 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,W2,W3,W11: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-13 oc bracing: M-N 6-0-0 oc bracing: J-K. WEBS 1 Row at midpt F-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) Q=2058/0-5-8 (min. 0-2-13), J=2349/0-5-8 (min. 0-3-4) Max HorzQ=-238(LC 7) Max UpliftQ=-429(LC 6), J=-630(LC 7) Max GravQ=2665(LC 29), J=3031(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-3511/580, B-R=-3700/654, C-R=-3547/669, C-D=-3346/652, D-E=-4154/832, E-S=-4244/837, F-S=-4598/835, F-T=-7336/1269, G-T=-7591/1258, G-U=-4601/780, H-U=-4733/763, A-Q=-2600/446, H-J=-2975/651 BOT CHORD O-P=-449/3222, O-V=-495/3787, V-W=-495/3787, N-W=-495/3787, M-N=-1014/7137, F-M=-108/1207 WEBS B-P=-1113/241, B-O=-134/586, C-O=-97/654, E-N=-84/774, K-M=-644/4521, G-M=-385/2721, G-K=-2225/407, A-P=-514/3320, H-K=-656/4260, F-N=-3251/582, D-O=-1004/249, D-N=-129/706 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint Q and 630 lb uplift at joint J. 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 TALLMAN - BARBER Truss B05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:23 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-m1w37Jh3pBcpNXqWQpsI2GCcnEsUA3xzEzbo?0zlihI Scale = 1:79.5 T1 T2 T3 B1 B3 B4 W6 W3 W2 W1 W2 W9 W8 W11 W10 W7 W13 W12 W4 W5 T5 T4 B2 A B C D E F G H IQ P O N M L K J R S T U V W 6x8 7x8 3x10 M18AHS 5x8 2x4 2x4 10x18 M18AHS 4x5 4x12 3x10 6x16 10x18 M18AHS 7x8 8x12 7x8 7-4-8 7-4-8 14-9-0 7-4-8 18-9-0 4-0-0 28-10-8 10-1-8 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 7-4-8 7-4-8 14-9-0 7-4-8 18-9-0 4-0-0 23-9-12 5-0-12 28-10-8 5-0-12 35-8-4 6-9-12 42-0-8 6-4-4 42-6-0 0-5-8 45-6-0 3-0-0 2- 8 - 0 7- 5 - 7 9- 7 - 0 1- 8 - 0 2- 0 - 0 9- 5 - 7 4.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-8], [E:0-2-12,0-4-8], [G:0-4-0,0-4-8], [J:Edge,0-3-8], [K:0-8-0,0-2-0], [M:0-6-4,Edge], [O:0-4-0,0-3-0], [P:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.97 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.61 -0.92 0.27 0.20 (loc) M-N M-N J M-N l/defl >834 >552 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 274 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3: 2x4 DF Stud/Std WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W6,W2,W11,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt B-O, C-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) Q=2058/0-5-8 (min. 0-3-2), J=2349/0-5-8 (min. 0-3-5) Max HorzQ=-245(LC 11) Max UpliftQ=-413(LC 6), J=-620(LC 7) Max GravQ=2903(LC 29), J=3093(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-R=-4102/577, B-R=-3822/588, B-C=-4079/656, C-D=-4051/720, D-E=-4410/734, E-S=-7308/1209, F-S=-7509/1202, F-T=-7277/1131, G-T=-7513/1122, G-U=-4851/766, H-U=-4960/750, A-Q=-2850/437, H-J=-3037/641 BOT CHORD O-P=-462/3768, N-O=-378/3695, N-V=-607/5391, V-W=-607/5391, M-W=-607/5391, F-M=-797/215 WEBS B-P=-1078/231, B-O=-423/389, C-O=-158/288, C-N=-162/812, D-N=-93/992, K-M=-624/4768, G-M=-261/2408, G-K=-2182/375, A-P=-517/3849, H-K=-649/4547, E-N=-1981/403, E-M=-376/2371 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint M = 8% 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 413 lb uplift at joint Q and 620 lb uplift at joint J. 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 TALLMAN - BARBER Truss C01 Truss Type Hip Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:26 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-BcbBmLkx66_OE_Z55xP?gvq7aS0_NRePwxqScKzlihF Scale = 1:55.4 T2 T2 B1 W1 W6 W6 W2 W3 W4 W5 W2 W3 W4 W5 T1 T1 B1B1B1 A B C D E F G L K J I H M N O P Q R 4x6 5x6 5x8 2x6 3x6 2x6 3x4 5x6 6x8 3x4 6x8 3x6 8-4-8 8-4-8 16-9-0 8-4-8 25-1-8 8-4-8 33-0-8 7-11-0 33-6-0 0-5-8 5-7-0 5-7-0 11-2-0 5-7-0 16-9-0 5-7-0 22-4-0 5-7-0 27-11-0 5-7-0 33-0-8 5-1-8 33-6-0 0-5-8 2- 8 - 0 8- 3 - 0 2- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [I:0-3-0,0-3-4], [J:0-4-0,0-3-0], [K:0-3-0,0-3-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.47 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.09 0.07 (loc) I-J I-J H J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 Sheathed or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-J, F-H, C-J, B-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1627/0-5-8 (min. 0-1-12), L=1627/0-5-8 (min. 0-1-12) Max HorzL=-98(LC 11) Max UpliftH=-334(LC 7), L=-334(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2126/454, C-M=-1991/467, C-D=-1898/432, D-E=-1898/432, E-N=-1991/467, F-N=-2126/454 BOT CHORD K-L=-429/1787, K-O=-410/2001, O-P=-410/2001, J-P=-410/2001, J-Q=-338/2001, Q-R=-338/2001, I-R=-338/2001, H-I=-357/1787 WEBS D-J=-134/721, E-J=-634/213, F-I=-2/354, F-H=-2194/443, C-J=-634/213, B-K=-2/354, B-L=-2194/443 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 334 lb uplift at joint H and 334 lb uplift at joint L. 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 TALLMAN - BARBER Truss C02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:28 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-7?jyB1lCekE6UIjUDMRTlKvT3FhSrK8iNFJZgDzlihD Scale = 1:57.3 T2 T3 B1 W7 W7 W2 W1 W3 W4 W6 W1 W3 W4 W5 T1 T4 B1B1B1 A B C D E F G L K J I H M N O P Q R 5x6 4x8 5x6 2x6 3x6 2x6 5x8 3x4 5x6 6x8 3x4 3x6 8-4-8 8-4-8 16-7-8 8-3-0 16-9-0 0-1-8 16-10-8 0-1-8 25-1-8 8-3-0 33-0-8 7-11-0 33-6-0 0-5-8 5-7-0 5-7-0 11-2-0 5-7-0 16-7-8 5-5-8 16-9-0 0-1-8 16-10-8 0-1-8 22-4-0 5-5-8 27-11-0 5-7-0 33-0-8 5-1-8 33-6-0 0-5-8 2- 8 - 0 8- 0 - 1 5 2- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-3-4], [I:0-3-0,0-3-4], [J:0-4-0,0-3-0], [K:0-3-0,0-3-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.50 0.47 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.26 0.09 0.07 (loc) I-J I-J H J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E-J, F-H, C-J, B-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1627/0-5-8 (min. 0-1-12), L=1627/0-5-8 (min. 0-1-12) Max HorzL=-98(LC 11) Max UpliftH=-334(LC 7), L=-334(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2125/457, C-M=-1987/465, C-D=-1899/432, D-E=-1898/432, E-N=-1991/467, F-N=-2126/454 BOT CHORD K-L=-427/1768, K-O=-411/2002, O-P=-411/2002, J-P=-411/2002, J-Q=-338/2001, Q-R=-338/2001, I-R=-338/2001, H-I=-357/1787 WEBS D-J=-134/723, E-J=-634/213, F-I=-3/354, F-H=-2194/443, C-J=-636/214, B-K=-5/365, B-L=-2188/445 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 334 lb uplift at joint H and 334 lb uplift at joint L. 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 TALLMAN - BARBER Truss C03 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:30 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-3OribjnSALUqjcssKnUxql?l83OcJAz?rYogl6zlihB Scale = 1:57.3 T1 T2 T1 B1 W2 W1 W2 W7 W7 W3 W4 W5 W6W3W4 W5 W6 B3B2 A B C D E F G H N M L K J I O P Q R S T U V 3x4 6x8 4x5 3x4 5x6 5x8 4x6 3x4 3x4 4x5 3x4 3x4 4x5 4x6 8-4-8 8-4-8 14-7-8 6-3-0 18-10-8 4-3-0 25-1-8 6-3-0 33-0-8 7-11-0 33-6-0 0-5-8 5-7-0 5-7-0 11-2-0 5-7-0 14-7-8 3-5-8 18-10-8 4-3-0 22-4-0 3-5-8 27-11-0 5-7-0 33-0-8 5-1-8 33-6-0 0-5-8 2- 8 - 0 7- 4 - 1 5 7- 6 - 8 2- 8 - 0 7- 4 - 1 5 4.00 12 Plate Offsets (X,Y)-- [K:0-4-0,0-3-0], [L: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.43 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.24 0.12 0.07 (loc) L L-M I L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-K, G-I, B-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1627/0-5-8 (min. 0-2-7), N=1627/0-5-8 (min. 0-2-7) Max HorzN=-84(LC 15) Max UpliftI=-349(LC 7), N=-349(LC 6) Max GravI=2278(LC 28), N=2278(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-2887/486, C-P=-2728/493, C-D=-2628/495, D-E=-2410/485, E-F=-2629/495, F-Q=-2727/493, G-Q=-2887/486, A-N=-343/86, H-I=-343/86 BOT CHORD M-N=-441/2471, M-S=-421/2666, S-T=-421/2666, L-T=-421/2666, K-L=-352/2409, K-U=-359/2666, U-V=-359/2666, J-V=-359/2666, I-J=-379/2471 WEBS D-L=-108/532, D-K=-289/292, E-K=-50/521, F-K=-529/168, G-J=-0/376, G-I=-3039/474, C-L=-529/167, B-M=-0/376, B-N=-3040/474 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint I and 349 lb uplift at joint N. 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 TALLMAN - BARBER Truss D01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:37 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-MkmL36srWVMq3hvCEl6adDn_lto6SOS1S8_YVCzlih4 Scale = 1:55.2 T1 T2 W4 B1 W1 W2 W4 W5 W4 W5 W4 W5 W4 W7 W6 W3 T3 B2 A B C D E F G H O N M L K J I P Q R S T U V W X Y Z AA AB AC AD AE AF AG AH AI AJ AK AL 7x8 2x4 4x5 3x6 5x10 3x10 2x4 7x8 1.5x4 5x8 2x4 3x6 3x6 7x8 6-0-0 6-0-0 10-11-6 4-11-6 15-8-15 4-9-10 20-6-9 4-9-10 25-4-2 4-9-10 29-6-8 4-2-6 30-0-0 0-5-8 -3-0-0 3-0-0 6-0-0 6-0-0 10-11-6 4-11-6 15-8-15 4-9-10 20-6-9 4-9-10 25-4-2 4-9-10 29-6-8 4-2-6 30-0-0 0-5-8 1- 8 - 0 3- 6 - 7 3- 8 - 0 3- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [F:0-4-0,0-3-0], [L:0-4-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.63 0.37 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.33 0.07 0.12 (loc) L L I L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 368 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: N-O. REACTIONS.(lb/size) I=2762/0-5-8 (min. 0-1-11), O=2989/0-5-8 (min. 0-1-11) Max HorzO=136(LC 6) Max UpliftI=-714(LC 6), O=-841(LC 6) Max GravI=3140(LC 25), O=3187(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4945/1160, C-P=-4614/1118, P-Q=-4614/1118, D-Q=-4616/1118, D-R=-7509/1746, R-S=-7509/1746, S-T=-7509/1746, E-T=-7509/1746, E-U=-7509/1746, U-V=-7509/1746, V-W=-7509/1746, F-W=-7509/1746, F-X=-3952/909, X-Y=-3952/909, G-Y=-3952/909, H-I=-332/99, B-O=-3113/851 BOT CHORD N-AB=-1654/7023, AB-AC=-1654/7023, M-AC=-1654/7023, M-AD=-1654/7023, AD-AE=-1654/7023, L-AE=-1654/7023, L-AF=-1514/6544, AF-AG=-1514/6544, AG-AH=-1514/6544, K-AH=-1514/6544, K-AI=-1514/6544, AI-AJ=-1514/6544, J-AJ=-1514/6544, J-AK=-909/3952, AK-AL=-909/3952, I-AL=-909/3952 WEBS C-N=-133/959, D-N=-2835/638, D-M=0/306, D-L=-116/582, E-L=-882/297, F-L=-277/1155, F-K=0/296, F-J=-3103/724, G-J=-309/1780, G-I=-4753/1091, B-N=-1021/4585 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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 714 lb uplift at joint I and 841 lb uplift at joint O. Continued on page 2 Job TALLMAN - BARBER Truss D01 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:37 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-MkmL36srWVMq3hvCEl6adDn_lto6SOS1S8_YVCzlih4 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 98 lb up at 6-0-0, 210 lb down and 98 lb up at 8-0-12, 210 lb down and 98 lb up at 10-0-12, 210 lb down and 98 lb up at 12-0-12, 210 lb down and 98 lb up at 14-0-12, 210 lb down and 98 lb up at 16-0-12, 210 lb down and 98 lb up at 18-0-12, 210 lb down and 98 lb up at 20-0-12, 210 lb down and 98 lb up at 22-0-12, 210 lb down and 98 lb up at 24-0-12, and 210 lb down and 98 lb up at 26-0-12, and 210 lb down and 98 lb up at 28-0-12 on top chord, and 397 lb down and 98 lb up at 6-0-0, 52 lb down at 8-0-12, 52 lb down at 10-0-12, 52 lb down at 12-0-12, 52 lb down at 14-0-12, 52 lb down at 16-0-12, 52 lb down at 18-0-12, 52 lb down at 20-0-12, 52 lb down at 22-0-12, 52 lb down at 24-0-12, and 52 lb down at 26-0-12, and 52 lb down at 28-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-H=-84, I-O=-14 Concentrated Loads (lb) Vert: C=-161(F) N=-397(F) P=-161(F) Q=-161(F) R=-161(F) T=-161(F) U=-161(F) V=-161(F) W=-161(F) X=-161(F) Y=-161(F) Z=-161(F) AA=-161(F) AB=-22(F) AC=-22(F) AD=-22(F) AE=-22(F) AF=-22(F) AG=-22(F) AH=-22(F) AI=-22(F) AJ=-22(F) AK=-22(F) AL=-22(F) Job TALLMAN - BARBER Truss D02 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:39 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-I6u6Unu526dYI_3bMA82iesIMhRwwENKvSTeZ4zlih2 Scale = 1:55.2 T1 T3 W4 B3 W1 W2 W4 W2 W4 W5 W3 W2 W4 W2 B1 B2 T2 A B C D E F G M L K J I H N 3x4 5x8 5x8 6x8 1.5x4 5x8 1.5x4 3x6 8x12 7x10 1.5x4 5x8 8-0-0 8-0-0 13-4-4 5-4-4 18-10-4 5-6-0 24-4-4 5-6-0 29-6-8 5-2-4 30-0-0 0-5-8 -3-0-0 3-0-0 8-0-0 8-0-0 13-4-4 5-4-4 18-10-4 5-6-0 24-4-4 5-6-0 29-6-8 5-2-4 30-0-0 0-5-8 1- 8 - 0 4- 4 - 0 4- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-4-0], [E:0-4-0,0-3-4], [K:0-2-12,0-3-0], [L:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.54 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.36 0.08 0.11 (loc) J-K J-K H J-K l/defl >999 >985 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4,W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt G-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1441/0-5-8 (min. 0-2-4), M=1741/0-5-8 (min. 0-2-0) Max HorzM=164(LC 6) Max UpliftH=-359(LC 6), M=-502(LC 6) Max GravH=2119(LC 25), M=1879(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2885/532, C-D=-3783/692, D-N=-3811/699, E-N=-3811/699, E-F=-2503/429, F-G=-2503/429, G-H=-2076/377, B-M=-1824/531 BOT CHORD K-L=-544/2705, J-K=-653/3721, I-J=-653/3721 WEBS C-L=-349/129, C-K=-207/1347, D-K=-806/187, B-L=-395/2615, E-I=-1495/274, F-I=-814/194, G-I=-519/3022 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint H and 502 lb uplift at joint M. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss D03 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:42 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-jhZE7pw_L1?79SnA1IhlKHUk_uSH7ehmbQiJAPzlih? Scale = 1:55.2 T1 T2 W7 B1 W3 W1 W2 W5 W5 W2 W6 W4 T3 B3B2 A B C D E F G K J I H L M 7x8 5x10 4x5 4x6 5x8 4x6 5x8 4x5 4x6 6x8 10-0-0 10-0-0 19-10-4 9-10-4 29-6-8 9-8-4 30-0-0 0-5-8 -3-0-0 3-0-0 5-0-0 5-0-0 10-0-0 5-0-0 16-6-4 6-6-4 23-2-4 6-8-0 29-6-8 6-4-4 30-0-0 0-5-8 1- 8 - 0 4- 1 0 - 7 5- 0 - 0 4- 1 0 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [E:0-5-0,0-3-4], [G:Edge,0-3-8], [I:0-4-0,0-3-4], [J: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.57 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.40 0.11 0.09 (loc) H-I H-I H I-J l/defl >999 >885 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 *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing. WEBS 1 Row at midpt F-H, C-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=1441/0-5-8 (min. 0-2-3), K=1741/0-5-8 (min. 0-2-2) Max HorzK=191(LC 6) Max UpliftH=-363(LC 6), K=-498(LC 6) Max GravH=2058(LC 25), K=2021(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-2658/532, D-E=-2512/537, E-M=-2836/502, F-M=-2836/502, G-H=-393/93, B-K=-855/274 BOT CHORD J-K=-546/1950, I-J=-621/3186, H-I=-449/2381 WEBS C-J=-89/654, D-J=0/285, E-J=-818/181, E-I=-594/203, F-I=-90/774, F-H=-2827/541, C-K=-2187/491 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint H and 498 lb uplift at joint K. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss D04 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:45 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-7GFNlrzseyNi0vWliQFSxv6FE6QEKz6CHOwzmkzligy Scale = 1:56.2 T1 T2 W6 B1 B3 B2 B4 B5 W1 W2 W5 W4 W6 W10 W9 W8 W3 W7 W6 W7 T3 A B C D E F G H Q P O N M L K J I R S 6x8 5x6 3x4 1.5x4 8x12 6x8 6x12 1.5x4 2x4 4x5 4x8 5x8 6x8 3x4 1.5x4 5x10 2-5-8 2-5-8 12-0-0 9-6-8 14-6-0 2-6-0 19-8-9 5-2-9 24-9-7 5-0-13 29-6-8 4-9-1 30-0-0 0-5-8 -3-0-0 3-0-0 2-5-8 2-5-8 12-0-0 9-6-8 14-6-0 2-6-0 19-8-9 5-2-9 24-9-7 5-0-13 29-6-8 4-9-1 30-0-0 0-5-8 1- 8 - 0 5- 6 - 7 5- 8 - 0 5- 6 - 7 1- 0 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-2-15,0-2-4], [F:0-4-0,0-3-0], [K:0-3-8,0-2-0], [O:0-6-0,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.81 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.37 0.16 0.12 (loc) N-O N-O I N-O l/defl >999 >970 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3,B4: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std *Except* W5,W3,W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt H-I, C-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) I=1441/0-5-8 (min. 0-2-2), Q=1741/0-5-8 (min. 0-2-5) Max HorzQ=218(LC 6) Max UpliftI=-368(LC 6), Q=-493(LC 6) Max GravI=1985(LC 25), Q=2149(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-R=-3337/754, C-R=-3257/758, C-D=-2952/640, D-E=-3041/668, E-F=-3038/669, F-S=-1616/307, G-S=-1616/307, G-H=-1616/307, H-I=-1946/384, B-Q=-2081/562 BOT CHORD B-O=-738/3392, N-O=-898/3271, M-N=-656/2748, E-M=-549/114, J-K=-486/2427 WEBS D-N=0/340, D-M=-386/553, K-M=-480/2301, F-M=-239/860, F-K=-378/139, C-O=-621/177, C-N=-1042/396, F-J=-1166/257, G-J=-744/177, H-J=-436/2294 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 368 lb uplift at joint I and 493 lb uplift at joint Q. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss D05 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:48 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-YrxVNs?lxtlGtNFKOZo9ZYkpdJQOXJwezM9dN3zligv Scale = 1:56.0 T2 T3 W6 B1 B3 B2 B4 B5 W7 W5 W4 W6 W12 W1 W3 W2 W11 W10 W9 T1 W8 W6 W8 A B C D E F G H I S R Q P O N M L K J T 7x8 6x8 2x4 1.5x4 7x10 6x8 8x12 1.5x4 2x4 4x5 6x8 3x4 6x8 3x4 3x10 1.5x4 6x8 5x6 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 14-6-0 0-6-0 19-8-9 5-2-9 24-9-7 5-0-13 29-6-8 4-9-1 30-0-0 0-5-8 -3-0-0 3-0-0 2-5-8 2-5-8 8-2-12 5-9-4 14-0-0 5-9-4 14-6-0 0-6-0 19-8-9 5-2-9 24-9-7 5-0-13 29-6-8 4-9-1 30-0-0 0-5-8 1- 8 - 0 6- 2 - 7 6- 4 - 0 6- 2 - 7 1- 0 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-2-7,0-2-12], [D:0-4-0,0-4-8], [L:0-3-8,0-3-0], [Q:0-2-12,0-3-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.84 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.11 0.09 (loc) O-P O-P J O-P l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 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 *Except* B3,B4: 2x4 DF Stud/Std, B2: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt I-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1441/0-5-8 (min. 0-2-0), S=1741/0-5-8 (min. 0-2-7) Max HorzS=245(LC 6) Max UpliftJ=-373(LC 6), S=-488(LC 6) Max GravJ=1897(LC 25), S=2264(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3097/692, C-T=-3514/751, D-T=-3433/764, D-E=-2500/608, E-F=-2378/602, F-G=-2385/603, G-H=-1360/277, H-I=-1360/277, I-J=-1859/389, B-S=-2214/599 BOT CHORD B-Q=-620/2963, P-Q=-830/2952, O-P=-839/3255, N-O=-602/2332, F-N=-550/117, K-L=-439/2003 WEBS L-N=-416/1827, G-N=-226/979, G-L=-314/133, E-O=-107/620, D-O=-1260/293, E-N=-357/347, C-Q=-602/108, C-P=-8/492, G-K=-987/249, H-K=-747/179, I-K=-421/2061 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint J and 488 lb uplift at joint S. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:55 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-qBs9rG48H1eHDSHgIXQpL0X3j8u6gSvgaxLV69zligo Scale = 1:58.7 T1 T2 T1 B1 W4 W3 W1 W2 W1 W2 W1 W3 W4 W6 W6W5W5 T3 B1 A B C D E F G H I P O N M L K J Q R S T U V W X Y Z AA AB AC AD AE AF AG AH 7x8 7x8 2x6 8x12 5x8 1.5x4 5x8 1.5x4 1.5x4 8x12 3x10 7x8 2x6 7x8 6-0-0 6-0-0 10-5-6 4-5-6 14-9-0 4-3-10 19-0-10 4-3-10 23-6-0 4-5-6 29-0-8 5-6-8 29-6-0 0-5-8 -3-0-0 3-0-0 6-0-0 6-0-0 10-5-6 4-5-6 14-9-0 4-3-10 19-0-10 4-3-10 23-6-0 4-5-6 29-0-8 5-6-8 29-6-0 0-5-8 32-6-0 3-0-0 1- 8 - 0 3- 6 - 7 3- 8 - 0 1- 8 - 0 3- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [D:0-4-0,0-3-0], [H:0-2-8,0-3-8], [M: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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.52 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.35 0.08 0.13 (loc) M M J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 339 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2,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 Stud/Std BRACING- TOP CHORD Sheathed or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) P=2991/0-3-8 (min. 0-1-12), J=2991/0-3-8 (min. 0-1-12) Max HorzP=60(LC 44) Max UpliftP=-841(LC 6), J=-841(LC 7) Max GravP=3232(LC 29), J=3232(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4758/1139, C-Q=-4436/1096, Q-R=-4438/1096, D-R=-4438/1097, D-S=-7159/1716, S-T=-7159/1716, T-U=-7159/1716, E-U=-7159/1716, E-V=-7159/1716, V-W=-7159/1716, W-X=-7159/1716, F-X=-7159/1716, F-Y=-4439/1096, Y-Z=-4438/1096, G-Z=-4437/1096, G-H=-4758/1139, B-P=-3182/858, H-J=-3182/858 BOT CHORD O-AA=-1503/6544, AA-AB=-1503/6544, N-AB=-1503/6544, N-AC=-1503/6544, AC-AD=-1503/6544, M-AD=-1503/6544, M-AE=-1494/6546, AE-AF=-1494/6546, L-AF=-1494/6546, L-AG=-1494/6546, AG-AH=-1494/6546, K-AH=-1494/6546 WEBS C-O=-144/947, D-O=-2581/605, D-N=0/262, D-M=-182/769, E-M=-813/281, F-M=-182/767, F-L=0/262, F-K=-2582/604, G-K=-144/946, B-O=-1012/4478, H-K=-1014/4479 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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 841 lb uplift at joint P and 841 lb uplift at joint J. 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. Continued on page 2 Job TALLMAN - BARBER Truss E01 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:55 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-qBs9rG48H1eHDSHgIXQpL0X3j8u6gSvgaxLV69zligo NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 98 lb up at 6-0-0, 210 lb down and 98 lb up at 8-0-12, 210 lb down and 98 lb up at 10-0-12, 210 lb down and 98 lb up at 12-0-12, 210 lb down and 98 lb up at 14-0-12, 210 lb down and 98 lb up at 15-5-4, 210 lb down and 98 lb up at 17-5-4, 210 lb down and 98 lb up at 19-5-4, and 210 lb down and 98 lb up at 21-5-4, and 210 lb down and 98 lb up at 23-6-0 on top chord, and 397 lb down and 98 lb up at 6-0-0, 52 lb down at 8-0-12, 52 lb down at 10-0-12, 52 lb down at 12-0-12, 52 lb down at 14-0-12, 52 lb down at 15-5-4, 52 lb down at 17-5-4, 52 lb down at 19-5-4, and 52 lb down at 21-5-4, and 397 lb down and 98 lb up at 23-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-G=-84, G-H=-84, H-I=-84, J-P=-14 Concentrated Loads (lb) Vert: C=-161(F) G=-161(F) O=-397(F) K=-397(F) Q=-161(F) R=-161(F) S=-161(F) U=-161(F) V=-161(F) X=-161(F) Y=-161(F) Z=-161(F) AA=-22(F) AB=-22(F) AC=-22(F) AD=-22(F) AE=-22(F) AF=-22(F) AG=-22(F) AH=-22(F) Job TALLMAN - BARBER Truss E02 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:07:57 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-nazvGx6Opeu?SlR2PyTHQRcJQxcX8Waz2FqbB1zligm Scale = 1:57.8 T1 T2 T1 B1 W3 W2 W1 W2 W3 W5 W4 W5W4 B1 A B C D E F G L K J I H M N 6x8 6x8 3x6 4x8 5x8 1.5x4 4x8 8x12 3x6 8x12 8-0-0 8-0-0 14-9-0 6-9-0 21-6-0 6-9-0 29-0-8 7-6-8 29-6-0 0-5-8 -3-0-0 3-0-0 8-0-0 8-0-0 14-9-0 6-9-0 21-6-0 6-9-0 29-0-8 7-6-8 29-6-0 0-5-8 32-6-0 3-0-0 1- 8 - 0 4- 2 - 7 4- 4 - 0 1- 8 - 0 4- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-4-0], [F:0-3-8,0-4-0], [I:0-3-8,0-2-0], [J:0-4-0,0-3-0], [K:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.39 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.30 0.05 0.09 (loc) J J-K H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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,W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed, 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) L=1702/0-3-8 (min. 0-2-1), H=1702/0-3-8 (min. 0-2-1) Max HorzL=68(LC 6) Max UpliftL=-487(LC 6), H=-487(LC 7) Max GravL=1948(LC 29), H=1948(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2593/502, C-M=-3422/662, D-M=-3423/662, D-N=-3423/662, E-N=-3422/662, E-F=-2593/502, B-L=-1894/515, F-H=-1894/515 BOT CHORD J-K=-421/2430, I-J=-379/2430 WEBS C-K=-294/130, C-J=-217/1148, D-J=-1067/247, E-J=-217/1148, E-I=-294/130, B-K=-367/2361, F-I=-365/2361 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint L and 487 lb uplift at joint H. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E03 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-B9f2uz8G6ZGZJD9d540_24ExJ9cZLq2PkD3GoMzligj Scale = 1:57.8 T1 T2 T1 B1 W3 W2 W1 W1 W2 W3 W5 W4 W5 W4 B1B2 A B C D E F G H I M L K J N O 7x8 7x8 5x8 5x6 3x4 5x8 5x6 5x6 6x8 6x8 5x6 10-0-0 10-0-0 19-6-0 9-6-0 29-0-8 9-6-8 29-6-0 0-5-8 -3-0-0 3-0-0 7-4-8 7-4-8 10-0-0 2-7-8 14-9-0 4-9-0 19-6-0 4-9-0 22-1-8 2-7-8 29-0-8 6-11-0 29-6-0 0-5-8 32-6-0 3-0-0 1- 8 - 0 4- 1 0 - 7 5- 0 - 0 1- 8 - 0 4- 1 0 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [H:0-3-0,0-1-12], [K:0-3-12,0-3-4], [L:0-3-12,0-3-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.50 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.09 0.08 (loc) L-M L-M J K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 175 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 4-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. WEBS 1 Row at midpt C-M, G-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=1702/0-3-8 (min. 0-2-5), J=1702/0-3-8 (min. 0-2-5) Max HorzM=-77(LC 7) Max UpliftM=-477(LC 6), J=-477(LC 7) Max GravM=2150(LC 29), J=2150(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-306/156, C-D=-2202/501, D-N=-2041/485, E-N=-2043/485, E-O=-2043/485, F-O=-2041/485, F-G=-2202/502, G-H=-306/156, B-M=-1038/311, H-J=-1038/310 BOT CHORD L-M=-426/2137, K-L=-444/2439, J-K=-351/2137 WEBS C-L=-284/285, D-L=-57/473, E-L=-547/162, E-K=-547/161, F-K=-58/473, G-K=-284/285, C-M=-2271/438, G-J=-2271/439 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint M and 477 lb uplift at joint J. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E04 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:03 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-bkLAX?A9OUe8AguCmCahgisQGMgIYDssQBHwPhzligg Scale = 1:57.8 T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 W6 W5 W6W5 B3B2 A B C D E F G H N M L K J I 6x8 7x8 5x6 5x6 3x4 4x8 5x8 3x4 4x8 7x8 5x6 7x8 7-4-8 7-4-8 12-0-0 4-7-8 17-6-0 5-6-0 22-1-8 4-7-8 29-0-8 6-11-0 29-6-0 0-5-8 -3-0-0 3-0-0 7-4-8 7-4-8 12-0-0 4-7-8 17-6-0 5-6-0 22-1-8 4-7-8 29-0-8 6-11-0 29-6-0 0-5-8 32-6-0 3-0-0 1- 8 - 0 5- 6 - 7 5- 8 - 0 1- 8 - 0 5- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8], [G:0-3-8,0-3-8], [I:Edge,0-3-8], [J:0-3-8,0-2-0], [K:0-3-12,0-3-0], [L:0-3-0,0-3-0], [M:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.37 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.21 0.05 0.06 (loc) L K-L I L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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,W6,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-11-4 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) N=1702/0-3-8 (min. 0-2-8), I=1702/0-3-8 (min. 0-2-8) Max HorzN=-88(LC 15) Max UpliftN=-466(LC 6), I=-466(LC 7) Max GravN=2352(LC 29), I=2352(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2876/467, C-D=-2435/469, D-E=-2191/469, E-F=-2438/469, F-G=-2876/468, B-N=-2296/494, G-I=-2296/494 BOT CHORD L-M=-406/2562, K-L=-335/2190, J-K=-321/2562 WEBS C-M=-376/121, C-L=-506/143, D-L=-52/396, D-K=-277/277, E-K=-20/376, F-K=-503/143, F-J=-377/121, B-M=-359/2496, G-J=-357/2496 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint N and 466 lb uplift at joint I. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E05 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Y7SxygCPw5usQ_2btdc9l7xo3AK804y9uVm0Tazlige Scale = 1:55.1 T2 T3 T4 B1 W4 W3 W2 W1 W2 W3 W4 W6 W5 W6 W5 T1 B2 A B C D E F G M L K J I H N O P Q 7x8 6x8 7x8 3x10 M18AHS 5x8 3x4 5x8 3x4 5x8 7x8 3x4 7x8 7-4-8 7-4-8 14-0-0 6-7-8 15-6-0 1-6-0 22-1-8 6-7-8 29-0-8 6-11-0 29-6-0 0-5-8 -3-0-0 3-0-0 7-4-8 7-4-8 14-0-0 6-7-8 15-6-0 1-6-0 22-1-8 6-7-8 29-0-8 6-11-0 29-6-0 0-5-8 1- 8 - 0 6- 2 - 7 6- 4 - 0 1- 8 - 0 6- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8], [C:0-4-0,0-4-8], [H:Edge,0-1-8], [I:0-3-8,0-2-8], [J:0-3-4,0-3-0], [L:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.47 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.24 0.07 0.06 (loc) K-L K-L H K-L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 185 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* 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* W4,W2,W1: 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, Except: 6-0-0 oc bracing: L-M. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=1716/0-3-8 (min. 0-2-12), H=1416/0-3-8 (min. 0-2-4) Max HorzM=118(LC 10) Max UpliftM=-455(LC 6), H=-299(LC 7) Max GravM=2579(LC 29), H=2092(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-N=-3367/434, N-O=-3198/443, C-O=-3084/452, C-D=-2784/415, D-E=-2488/430, E-F=-2803/423, F-P=-3285/494, P-Q=-3342/483, G-Q=-3482/481, B-M=-2524/481, G-H=-2035/324 BOT CHORD K-L=-428/3042, J-K=-288/2487, I-J=-415/3170, H-I=-35/250 WEBS C-L=-447/130, C-K=-634/192, D-K=-65/374, D-J=-298/309, E-J=-67/454, F-J=-771/215, F-I=-450/137, B-L=-353/2985, G-I=-386/2969 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 455 lb uplift at joint M and 299 lb uplift at joint H. 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 TALLMAN - BARBER Truss E06 Truss Type COMMON Qty 3 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-yh83aiEHD0GRHSmAZl9sNmZJINNDDVqbaT?h4vzligb Scale = 1:52.5 T2 T3 B1 W3 W2 W1 W2 W3 T1 B1 W5 W4 W5 W4 A B C D E F K J I H G L M 7x8 5x8 3x6 5x6 5x8 3x4 5x6 3x6 7x8 7x8 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-0-8 6-11-0 29-6-0 0-5-8 -3-0-0 3-0-0 7-4-8 7-4-8 14-9-0 7-4-8 22-1-8 7-4-8 29-0-8 6-11-0 29-6-0 0-5-8 1- 8 - 0 6- 7 - 0 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8], [C:0-4-0,0-4-8], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.38 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.18 0.05 0.06 (loc) H-I H-I G H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-2-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K. WEBS 1 Row at midpt C-I, E-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1716/0-3-8 (min. 0-1-13), G=1416/0-3-8 (min. 0-1-9) Max HorzK=123(LC 10) Max UpliftK=-450(LC 6), G=-293(LC 7) Max GravK=1716(LC 1), G=1453(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2304/444, C-L=-1892/383, D-L=-1880/402, D-E=-1896/391, E-M=-2282/485, F-M=-2480/484, B-K=-1665/475, F-G=-1400/318 BOT CHORD I-J=-431/2092, H-I=-408/2278 WEBS C-J=-273/131, C-I=-650/215, D-I=-72/552, E-I=-784/237, E-H=-294/138, B-J=-349/2057, F-H=-380/2162 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 450 lb uplift at joint K and 293 lb uplift at joint G. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E07 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-u4Gq?OGYleX9WlwYgACKSBfgTB4_hGeu1nUn8nzligZ Scale: 1/4"=1' T1 T1 B1 W5 W4 W3 W4 W5 W3W2 W1 W2 B1 W7 W6 W7 W6 A B C D E F G N M L K J I H O P 4x5 2x4 4x12 3x4 3x4 3x4 3x4 3x4 4x12 3x4 5x8 2x4 5x6 5x6 4-11-0 4-11-0 9-10-0 4-11-0 14-9-0 4-11-0 19-8-0 4-11-0 24-7-0 4-11-0 29-0-8 4-5-8 29-6-0 0-5-8 4-11-0 4-11-0 9-10-0 4-11-0 14-9-0 4-11-0 19-8-0 4-11-0 24-7-0 4-11-0 29-0-8 4-5-8 29-6-0 0-5-8 1- 8 - 0 6- 7 - 0 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [I:0-3-8,0-2-0], [K:0-4-0,0-3-0], [M:0-3-8,0-2-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.30 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.18 0.06 0.07 (loc) K K-L H 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 Stud/Std BRACING- TOP CHORD Sheathed or 4-4-5 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) N=1431/0-3-8 (min. 0-1-8), H=1431/0-3-8 (min. 0-1-8) Max HorzN=86(LC 10) Max UpliftN=-295(LC 6), H=-295(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2119/435, B-O=-2212/457, C-O=-2094/469, C-D=-1844/407, D-E=-1844/407, E-P=-2094/469, F-P=-2212/457, F-G=-2119/435, A-N=-1391/310, G-H=-1391/310 BOT CHORD L-M=-440/1954, K-L=-404/2037, J-K=-341/2037, I-J=-377/1954 WEBS B-M=-497/153, F-I=-497/153, E-K=-688/196, D-K=-134/741, C-K=-688/196, A-M=-370/1948, G-I=-369/1948 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint N and 295 lb uplift at joint H. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E08 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-rTNaQ4HoHFnsm34xobEoXck_4_lA9AOAV5zuDgzligX Scale = 1:48.5 T1 T2 B1 W8 W5 W4 W7 W10 W6W3 W1 W2 B2 W12 W13 W9 W11 A B C D E F G N M L K J I H O P 4x6 2x4 3x10 3x4 3x4 3x4 3x4 3x4 4x6 3x4 5x8 1.5x4 5x6 5x6 4-5-2 4-5-2 9-6-13 5-1-11 14-8-8 5-1-11 20-8-5 5-11-13 26-8-2 5-11-13 29-0-0 2-3-14 29-5-8 0-5-8 4-5-2 4-5-2 9-6-13 5-1-11 14-8-8 5-1-11 20-8-5 5-11-13 26-8-2 5-11-13 29-0-0 2-3-14 29-5-8 0-5-8 1- 8 - 3 6- 7 - 0 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [K:0-4-0,0-3-0], [M:0-3-8,0-1-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.32 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.18 0.06 0.06 (loc) K J-K H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 154 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-1-6 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) N=1429/0-5-8 (min. 0-1-8), H=1429/0-3-8 (min. 0-1-8) Max HorzN=-86(LC 11) Max UpliftN=-294(LC 6), H=-295(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2033/418, B-O=-2218/461, C-O=-2095/468, C-D=-1847/406, D-E=-1863/404, E-P=-2142/474, F-P=-2285/466, F-G=-1672/348, A-N=-1392/306, G-H=-1409/295 BOT CHORD L-M=-428/1881, K-L=-408/2042, J-K=-369/2099, I-J=-318/1570 WEBS B-M=-550/163, B-L=-41/264, F-J=-92/576, F-I=-776/214, E-K=-709/212, D-K=-122/698, C-K=-686/198, A-M=-368/1910, G-I=-355/1757 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at joint N and 295 lb uplift at joint H. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E09 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:15 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-F23j25KgaA9RdWpWTknV9EMNbCkrMdLdB3BYq?zligU Scale = 1:49.7 T1 T2 T3 B1 W5 W3 W2 W1 W2 W4 W6 W9 W7 W10 W8B3B2 A B C D E F L K J I H G M N O P 6x8 4x8 3x4 5x6 3x4 5x8 5x8 3x4 5x8 8x12 3x4 8x12 6-5-0 6-5-0 12-10-0 6-5-0 16-7-0 3-9-0 23-0-4 6-5-4 29-0-0 5-11-12 29-5-8 0-5-8 6-5-0 6-5-0 12-10-0 6-5-0 16-7-0 3-9-0 23-0-4 6-5-4 29-0-0 5-11-12 29-5-8 0-5-8 1- 8 - 3 5- 9 - 1 5 5- 1 1 - 8 1- 8 - 0 5- 9 - 1 5 4.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-8], [F:0-2-8,Edge], [G:Edge,0-1-8], [H:0-3-8,0-2-8], [I:0-3-12,0-3-0], [J:0-3-0,0-3-0], [K:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.45 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.26 0.07 0.07 (loc) J-K J-K G J 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* W7,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) L=1429/0-5-8 (min. 0-2-2), G=1429/0-3-8 (min. 0-2-2) Max HorzL=-74(LC 11) Max UpliftL=-308(LC 6), G=-308(LC 7) Max GravL=1999(LC 28), G=2000(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-M=-3162/481, B-M=-3046/492, B-N=-2692/443, C-N=-2537/458, C-D=-2407/467, D-O=-2544/459, E-O=-2699/444, E-P=-3061/495, F-P=-3177/484, A-L=-1949/328, F-G=-1949/328 BOT CHORD J-K=-475/2890, I-J=-348/2404, H-I=-424/2904 WEBS B-K=-540/151, B-J=-554/173, C-J=-45/344, C-I=-287/292, D-I=-32/345, E-I=-558/175, E-H=-535/150, A-K=-400/2782, F-H=-401/2790 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint L and 308 lb uplift at joint G. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E10 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:17 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-BQBTTnLx5nP9sqyua8qzEfRnO?R7qZXweMgfutzligS Scale = 1:49.9 T1 T2 T3 B1 W5 W3 W2 W2 W4 W6 W9 W7 W10W8 W1W1 B3B2 A B C D E F G M L K J I H 4x6 4x6 3x4 3x4 5x8 5x8 5x8 3x4 5x8 7x8 3x4 7x8 3x4 5-5-0 5-5-0 10-10-0 5-5-0 18-7-0 7-9-0 24-0-4 5-5-4 29-0-0 4-11-12 29-5-8 0-5-8 5-5-0 5-5-0 10-10-0 5-5-0 14-8-8 3-10-8 18-7-0 3-10-8 24-0-4 5-5-4 29-0-0 4-11-12 29-5-8 0-5-8 1- 8 - 3 5- 1 - 1 5 5- 3 - 8 1- 8 - 0 5- 1 - 1 5 4.00 12 Plate Offsets (X,Y)-- [G:0-2-8,Edge], [I:0-3-8,0-2-8], [J:0-3-12,0-3-0], [K:0-3-12,0-3-0], [L:0-3-8,0-2-8] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.40 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.06 0.07 (loc) J-K J-K H J-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 Stud/Std *Except* W7,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=1429/0-5-8 (min. 0-1-15), H=1429/0-3-8 (min. 0-1-15) Max HorzM=-62(LC 11) Max UpliftM=-320(LC 6), H=-320(LC 7) Max GravM=1797(LC 28), H=1798(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2670/494, B-C=-2440/506, C-D=-2188/505, D-E=-2192/506, E-F=-2445/507, F-G=-2686/497, A-M=-1749/338, G-H=-1750/338 BOT CHORD K-L=-476/2440, J-K=-443/2249, I-J=-433/2454 WEBS B-L=-576/156, B-K=-314/265, C-K=-42/337, E-J=-42/338, F-J=-323/262, F-I=-571/155, A-L=-423/2392, G-I=-424/2402, D-J=-454/136, D-K=-459/137 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 lb uplift at joint M and 320 lb uplift at joint H. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:20 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-c?sc5pOpOinkjIhTGHNgsI3GQDSw1msMKKvJVCzligP Scale = 1:54.0 T1 T2 T3 B1 W5 W3 W2 W1 W2 W4 W6 W9 W7 W10 W8 B2 A B C D E F G H M L K J I N O 2x6 6x8 6x8 3x4 5x6 5x8 1.5x4 3x4 4x6 3x6 6x8 4x6 8-11-8 8-11-8 14-8-8 5-9-0 20-5-8 5-9-0 29-0-0 8-6-8 29-5-8 0-5-8 4-5-12 4-5-12 8-11-8 4-5-12 14-8-8 5-9-0 20-5-8 5-9-0 24-11-8 4-6-0 29-0-0 4-0-8 29-5-8 0-5-8 32-5-8 3-0-0 1- 8 - 3 4- 6 - 7 4- 8 - 0 1- 8 - 0 4- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-1-12], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.39 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.25 0.08 0.08 (loc) K I-J I K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 160 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T3: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-11-5 oc bracing. WEBS 1 Row at midpt B-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=1414/0-5-8 (min. 0-1-11), I=1714/0-3-8 (min. 0-2-3) Max HorzM=-100(LC 7) Max UpliftM=-327(LC 6), I=-483(LC 7) Max GravM=1583(LC 29), I=2071(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2366/530, C-N=-2921/624, D-N=-2926/624, D-O=-2923/623, E-O=-2921/623, E-F=-2382/504, A-M=-279/66, G-I=-849/273 BOT CHORD L-M=-445/1946, K-L=-423/2243, J-K=-369/2265, I-J=-324/1755 WEBS B-L=-56/585, C-K=-183/847, D-K=-936/218, E-K=-186/816, F-J=-48/645, B-M=-2221/524, F-I=-2118/444 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint M and 483 lb uplift at joint I. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:23 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-0aYkjqQihd9IalQ2xPwNUwhsIQQcEBZo1I7z6XzligM Scale = 1:54.1 W8 T1 T2 T3 T4 B1 W2 W3 W6 W9W7 W4 B2 W1 W5 W5 W1 A B C D E F G H M L K J I N O P 4x5 2x6 7x8 7x8 5x8 5x8 7x10 2x6 7x8 4x5 4x5 3x4 7-2-4 7-2-4 14-1-0 6-10-12 22-5-8 8-4-8 29-0-0 6-6-8 29-5-8 0-5-8 4-10-1 4-10-1 7-2-4 2-4-3 9-6-7 2-4-3 14-1-0 4-6-9 14-11-8 0-10-8 22-5-8 7-6-0 29-0-0 6-6-8 29-5-8 0-5-8 32-5-8 3-0-0 4- 1 - 1 5 3- 1 0 - 7 4- 3 - 8 1- 8 - 0 4- 1 - 1 5 4.00 12 Plate Offsets (X,Y)-- [G:0-3-8,0-3-8], [K:0-3-4,0-3-4] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.65 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.38 0.10 0.10 (loc) K J-K I K l/defl >999 >919 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 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 Stud/Std *Except* W9,W7,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-1-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-J, B-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) M=1414/0-5-8 (min. 0-2-3), I=1714/0-3-8 (min. 0-1-15) Max HorzM=-162(LC 7) Max UpliftM=-353(LC 7), I=-495(LC 7) Max GravM=2057(LC 31), I=1832(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-M=-278/65, B-C=-2762/471, C-D=-3681/664, D-E=-4110/739, E-F=-2659/524, F-O=-2771/518, O-P=-2775/503, G-P=-2837/502, G-I=-1790/517 BOT CHORD L-M=-219/2131, K-L=-436/3333, J-K=-592/4089 WEBS D-K=-251/1475, E-K=-1703/380, F-J=-17/273, G-J=-412/2661, E-J=-1577/237, B-M=-2721/492, B-L=-172/1217, C-L=-1101/245, C-K=-125/648 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint M and 495 lb uplift at joint I. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss E13 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:26 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Q9DtMsSa_YYtRD8dcXU46YJMmePKRb9EjGMejszligJ Scale = 1:54.5 W6 T1 T2 T3 T4 B1 W1 W6 W1 W6 W1 W2 W3 W4 W7 W9W8 W5 B3B2 A B C D E F G H O N M L K J I P Q R S T 4x5 1.5x4 7x8 8x12 5x6 4x8 2x4 3x6 3x4 7x8 2x4 8x12 2x6 7x8 4-6-9 4-6-9 8-11-7 4-4-13 13-2-8 4-3-1 15-11-8 2-9-0 23-5-8 7-6-0 29-0-0 5-6-8 29-5-8 0-5-8 4-6-9 4-6-9 8-11-7 4-4-13 13-2-8 4-3-1 15-11-8 2-9-0 23-5-8 7-6-0 29-0-0 5-6-8 29-5-8 0-5-8 32-5-8 3-0-0 4- 5 - 7 3- 6 - 7 4- 7 - 0 1- 8 - 0 4- 5 - 7 4.00 12 Plate Offsets (X,Y)-- [G:0-2-8,0-3-8], [J:0-5-12,0-4-8], [L:0-4-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.60 0.77 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.32 0.05 0.10 (loc) J-K J-K I J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 394 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W8,W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: I-J. REACTIONS.(lb/size) O=1932/0-5-8 (min. 0-1-8), I=3378/0-3-8 (min. 0-1-14) Max HorzO=-174(LC 7) Max UpliftO=-469(LC 7), I=-868(LC 7) Max GravO=2500(LC 31), I=3512(LC 32) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-O=-259/61, B-C=-4022/792, C-Q=-4864/999, D-Q=-4862/999, D-E=-5229/1054, E-R=-5911/1253, R-S=-5911/1253, F-S=-5911/1253, F-G=-6248/1293, G-I=-3591/910 BOT CHORD N-O=-286/2398, M-N=-286/2398, L-M=-618/4022, K-L=-1264/6941, K-T=-1267/6967, J-T=-1267/6967 WEBS B-O=-3232/618, B-M=-454/2213, C-M=-1406/339, C-L=-312/1367, D-L=-255/1466, E-L=-3169/674, E-K=-60/589, F-J=-150/1176, G-J=-1167/5923, E-J=-1374/440 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 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 469 lb uplift at joint O and 868 lb uplift at joint I. 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. Continued on page 2 Job TALLMAN - BARBER Truss E13 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:26 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Q9DtMsSa_YYtRD8dcXU46YJMmePKRb9EjGMejszligJ NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 98 lb up at 23-5-8 on top chord, and 1623 lb down and 347 lb up at 22-0-4, and 397 lb down and 98 lb up at 23-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-E=-84, E-F=-84, F-G=-84, G-H=-84, I-O=-14 Concentrated Loads (lb) Vert: F=-161(B) J=-397(B) T=-1623(B) Job TALLMAN - BARBER Truss G01 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:29 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-rkv?_uVTHTwSIgtCHg1njBxrQrZyeuShPEaIJBzligG Scale = 1:36.6 W4 T1 T2 B1 W1 W4 W1 W2 W3 W5 W7 W6 B2 A B C D E J I H G F K 3x6 3x4 4x6 3x10 1.5x4 5x8 3x4 6x8 2x4 6x8 5-8-4 5-8-4 11-1-0 5-4-12 16-6-4 5-5-4 21-6-0 4-11-12 21-11-8 0-5-8 5-8-4 5-8-4 11-1-0 5-4-12 16-6-4 5-5-4 21-6-0 4-11-12 21-11-8 0-5-8 5- 1 - 1 5 5- 3 - 8 1- 8 - 0 5- 1 - 1 5 4.00 12 Plate Offsets (X,Y)-- [G:0-3-8,0-3-0], [H: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.27 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.03 0.03 (loc) G-H G-H F G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-3-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt B-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1062/0-5-8 (min. 0-1-8), F=1062/Mechanical Max HorzJ=-142(LC 11) Max UpliftJ=-280(LC 7), F=-240(LC 7) Max GravJ=1358(LC 24), F=1347(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-J=-313/75, B-C=-1223/341, C-D=-1412/330, D-E=-1902/355, E-F=-1304/257 BOT CHORD I-J=-118/1170, H-I=-118/1170, G-H=-299/1712 WEBS B-J=-1524/339, B-H=-123/582, D-H=-575/152, D-G=-362/125, E-G=-285/1643 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 280 lb uplift at joint J and 240 lb uplift at joint F. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss G02 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:31 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-n71mPZWjo4AAX_1bP54Fpc090eFn6oGzsY3PO3zligE Scale = 1:36.7 W7 T1 T2 B1 W4 W3 W1 W5 W8 W6 W2 B2 A B C D E I H G F J K L 3x4 1.5x4 6x8 5x8 3x4 3x4 1.5x4 2x4 8x12 7-2-12 7-2-12 15-6-4 8-3-8 21-6-0 5-11-12 21-11-8 0-5-8 4-6-8 4-6-8 9-1-0 4-6-8 15-6-4 6-5-4 21-6-0 5-11-12 21-11-8 0-5-8 5- 9 - 1 5 5- 1 1 - 8 1- 8 - 0 5- 9 - 1 5 4.00 12 Plate Offsets (X,Y)-- [E:0-2-8,Edge], [G:0-2-12,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.24 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.13 0.00 0.02 (loc) G-H G-H F G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-2-9 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) I=118/0-5-8 (min. 0-1-8), H=1402/0-5-8 (min. 0-1-11), F=603/Mechanical Max HorzI=-169(LC 11) Max UpliftI=-202(LC 29), H=-293(LC 7), F=-137(LC 7) Max GravI=412(LC 24), H=1605(LC 25), F=915(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5/419, C-J=-986/262, D-J=-1142/247, D-E=-1147/173, E-F=-871/158 WEBS B-I=-169/357, B-H=-647/117, C-H=-1125/271, D-G=-975/265, E-G=-91/841, C-G=-268/1340 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at joint I, 293 lb uplift at joint H and 137 lb uplift at joint F. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss G03 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:33 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-jV9WqFYzKiQunHBzWW6ju16T6SxXahLGKsYVSyzligC Scale = 1:38.3 W6 T1 T2 B1 W4 W7 W5 W1 W3 W2 B2 A B C D H G F E I J K L 1.5x4 7x8 8x12 1.5x4 7x10 2x4 8x12 M18AHS 3x6 7-0-0 7-0-0 14-10-12 7-10-12 21-6-0 6-7-4 21-11-8 0-5-8 7-10-0 7-10-0 14-10-12 7-0-12 21-6-0 6-7-4 21-11-8 0-5-8 6- 2 - 1 5 6- 4 - 8 1- 8 - 0 6- 2 - 1 5 4.00 12 Plate Offsets (X,Y)-- [B:0-7-4,Edge], [D:0-2-12,0-2-8], [F:0-2-12,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.23 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.02 (loc) F-G G-H E F l/defl >999 >969 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 121 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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,W3,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt A-G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=127/0-5-8 (min. 0-1-8), E=605/Mechanical, G=1391/0-5-8 (min. 0-1-13) Max HorzH=-185(LC 7) Max UpliftH=-159(LC 25), E=-125(LC 7), G=-240(LC 7) Max GravH=418(LC 24), E=928(LC 25), G=1702(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-374/222, A-B=-5/355, B-I=-1007/256, C-I=-1177/239, C-D=-1135/145, D-E=-879/149 WEBS C-F=-1075/292, D-F=-52/773, B-G=-1294/303, A-G=-463/8, B-F=-328/1552 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint H, 125 lb uplift at joint E and 240 lb uplift at joint G. 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 TALLMAN - BARBER Truss H01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:37 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-cHO1fdbUOwwJGvUllLBf2tGFE3HnWc8sFUWjbjzlig8 Scale = 1:41.1 T1 T2 T1 B1 W3 W2 W1 W2 W3 W5 W5W4W4 B2 A B C D E F G L K J I H M N O P 7x8 7x8 3x10 M18AHS 7x10 7x10 2x4 3x10 8x12 3x10 M18AHS 8x12 6-0-0 6-0-0 9-7-0 3-7-0 13-2-0 3-7-0 18-8-8 5-6-8 19-2-0 0-5-8 -3-0-0 3-0-0 6-0-0 6-0-0 9-7-0 3-7-0 13-2-0 3-7-0 18-8-8 5-6-8 19-2-0 0-5-8 22-2-0 3-0-0 1- 8 - 0 3- 6 - 7 3- 8 - 0 1- 8 - 0 3- 6 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-4-0], [F:0-3-8,0-4-0], [I:0-3-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.33 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.02 0.05 (loc) J J H J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 132 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-10-11 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) L=2030/0-3-8 (min. 0-2-9), H=2024/0-3-8 (min. 0-2-9) Max HorzL=60(LC 6) Max UpliftL=-591(LC 6), H=-590(LC 7) Max GravL=2403(LC 29), H=2396(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2859/678, C-M=-2550/664, D-M=-2551/664, D-N=-2577/669, E-N=-2575/669, E-F=-2872/682, B-L=-2336/606, F-H=-2329/605 BOT CHORD K-O=-726/3117, J-O=-726/3117, J-P=-726/3117, I-P=-726/3117 WEBS C-K=-86/398, D-K=-756/199, D-I=-729/194, E-I=-84/402, F-I=-569/2549, B-K=-567/2544 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 591 lb uplift at joint L and 590 lb uplift at joint H. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 210 lb down and 98 lb up at 6-0-0, 210 lb down and 98 lb up at 8-0-12, 210 lb down and 98 lb up at 9-7-0, and 210 lb down and 98 lb up at 11-1-4, and 210 lb down and 98 lb up at 13-2-0 on top chord, and 397 lb down and 98 lb up at 6-0-0, 52 lb down at 8-0-12, 52 lb down at 9-7-0, and 52 lb down at 11-1-4, and 397 lb down and 98 lb up at 13-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) 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 Continued on page 2 Job TALLMAN - BARBER Truss H01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:37 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-cHO1fdbUOwwJGvUllLBf2tGFE3HnWc8sFUWjbjzlig8 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-E=-84, E-F=-84, F-G=-84, H-L=-14 Concentrated Loads (lb) Vert: C=-161(B) E=-161(B) I=-397(B) K=-397(B) J=-22(B) D=-161(B) M=-161(B) N=-161(B) O=-22(B) P=-22(B) Job TALLMAN - BARBER Truss H02 Truss Type Common Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:40 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-0r4AIedMhrIu7MDJRUkMgVunGHJfj?CIxRlNC2zlig5 Scale = 1:41.1 T1 T2 T1 B1 W2 W1 W2 W4 W3 W4 W3 A B C D E F J I H G K L M N 6x8 7x8 3x4 5x8 4x5 8x12 3x4 8x12 8-0-0 8-0-0 11-2-0 3-2-0 18-8-8 7-6-8 19-2-0 0-5-8 -3-0-0 3-0-0 8-0-0 8-0-0 11-2-0 3-2-0 18-8-8 7-6-8 19-2-0 0-5-8 22-2-0 3-0-0 1- 8 - 0 4- 2 - 7 4- 4 - 0 1- 8 - 0 4- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-4-0], [E:0-3-8,0-4-0], [H:0-2-8,0-3-0] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.26 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.01 0.02 (loc) G-H G-H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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,W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-6 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=1195/0-3-8 (min. 0-1-13), G=1195/0-3-8 (min. 0-1-13) Max HorzJ=68(LC 6) Max UpliftJ=-356(LC 6), G=-356(LC 7) Max GravJ=1695(LC 29), G=1695(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-1454/208, C-L=-1256/226, C-D=-1197/251, D-M=-1261/228, E-M=-1459/209, B-J=-1639/387, E-G=-1638/387 BOT CHORD H-I=-156/1196 WEBS B-I=-123/1041, E-H=-127/1043 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 lb uplift at joint J and 356 lb uplift at joint G. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss H03 Truss Type COMMON Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:43 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-RQlIwgfF_mhT_qyu6cH3I8WBPUIFwFGkdPz1pNzlig2 Scale = 1:39.8 T1 T1 B1 W1 W2W2 B1 W4 W4 W3 W3 A B C D E F G J I H K L 5x6 5x8 4x5 4x5 5x6 5x6 3x6 3x6 0-1-8 0-1-8 9-7-0 9-5-8 18-8-8 9-1-8 19-0-8 0-4-0 19-2-0 0-1-8 -3-0-0 3-0-0 4-9-8 4-9-8 9-7-0 4-9-8 14-4-8 4-9-8 18-8-8 4-4-0 19-2-0 0-5-8 22-2-0 3-0-0 1- 8 - 0 4- 1 0 - 5 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-1-12], [F:0-3-0,0-1-12], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.46 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.03 0.02 (loc) H-I H-I H I l/defl >999 >938 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 120 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) J=1195/0-5-8 (min. 0-1-8), H=1195/0-5-8 (min. 0-1-8) Max HorzJ=-75(LC 7) Max UpliftJ=-345(LC 6), H=-345(LC 7) Max GravJ=1231(LC 17), H=1231(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-1049/202, D-E=-1049/201, B-J=-640/266, F-H=-640/265 BOT CHORD I-J=-216/1024, H-I=-143/1024 WEBS D-I=-38/274, C-J=-1212/218, E-H=-1212/220 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint J and 345 lb uplift at joint H. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss H04 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:45 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Npt3LMhVVOxBD75HD1KXNZbeaIzgO8F14jS8uFzlig0 Scale = 1:31.6 T1 T1 B1 W1 W2W2 B1 W4 W4 W3 W3 A B C D E H G F 2x4 4x5 2x4 5x8 4x5 4x5 3x6 3x6 0-1-8 0-1-8 9-7-0 9-5-8 18-8-8 9-1-8 19-0-8 0-4-0 19-2-0 0-1-8 4-9-8 4-9-8 9-7-0 4-9-8 14-4-8 4-9-8 18-8-8 4-4-0 19-2-0 0-5-8 1- 8 - 0 4- 1 0 - 5 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [G:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.44 0.46 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.24 0.03 0.02 (loc) F-G F-G F G l/defl >999 >925 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 91 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=925/0-5-8 (min. 0-1-8), F=925/0-5-8 (min. 0-1-8) Max HorzH=-55(LC 15) Max UpliftH=-190(LC 6), F=-190(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1129/227, C-D=-1129/227 BOT CHORD G-H=-278/1123, F-G=-237/1123 WEBS C-G=-20/295, D-G=-262/165, B-G=-262/165, B-H=-1239/284, D-F=-1239/284 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint H and 190 lb uplift at joint 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. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss H05 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:47 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-JC?pm2jl1?BvSRFgLSM?S_hzC5g2s3yKY1xFy8zlig_ Scale: 3/8"=1' T1 T1 B1 W2 W1 W2 B1 W6 W6 W5 W4W3 A B C D E I H G F 2x4 4x5 5x8 4x5 4x5 1.5x4 5x6 3x4 3x6 0-1-8 0-1-8 9-7-0 9-5-8 17-5-2 7-10-2 17-9-0 0-3-14 18-8-8 0-11-8 19-2-0 0-5-8 4-9-8 4-9-8 9-7-0 4-9-8 14-4-8 4-9-8 18-8-8 4-4-0 19-2-0 0-5-8 1- 8 - 0 4- 1 0 - 5 1- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [H: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.40 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.02 0.02 (loc) H-I H-I G H l/defl >999 >723 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 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) G=1010/0-7-12 (min. 0-1-8), I=840/0-5-8 (min. 0-1-8) Max HorzI=-55(LC 11) Max UpliftG=-239(LC 7), I=-177(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-938/193, C-D=-939/202 BOT CHORD H-I=-259/999, G-H=-137/720 WEBS B-H=-301/170, D-H=-14/252, D-G=-1140/285, B-I=-1097/266 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint G and 177 lb uplift at joint I. 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 TALLMAN - BARBER Truss HF1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:49 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Fa6ZBjk?ZcRcilP2StOTXPmPOvSvK4Md?LQM00zlify Scale = 1:55.2 T1 T1 B1 ST4 ST3 ST2 B1 ST1 ST3 ST2 ST1 A B C D E F G H I P O N M L K J 3x4 4x5 3x4 5x6 16-11-3 16-11-3 17-4-11 0-5-8 8-8-6 8-8-6 16-11-3 8-2-14 17-4-11 0-5-8 9- 2 - 0 12.65 12 Plate Offsets (X,Y)-- [M: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.06 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - I l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 104 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 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-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-4-11. (lb) - Max HorzA=234(LC 5) Max Uplift All uplift 100 lb or less at joint(s) A, I, M except N=-142(LC 8), O=-130(LC 8), P=-175(LC 8), L=-140(LC 9), K=-131(LC 9), J=-175(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, I, M, N, O, L, K except P=265(LC 15), J=265(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-284/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) A, I, M except (jt=lb) N=142, O=130, P=175, L=140, K=131, J=175. 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 TALLMAN - BARBER Truss HF2 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:52 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-g9oiplmusXpBZC8d8?yA91Oxu6TtXSi3hJf0cLzlifv Scale = 1:53.8 T1 T2 B1 B2 B3 ST4 ST3 ST2 ST1 ST3 ST2 ST1 A B C D E F G H I J S R Q P O N M L K 3x4 3x4 3x4 3x4 3x4 7-4-11 7-4-11 8-11-5 1-6-10 15-4-10 6-5-5 15-10-2 0-5-8 8-8-6 8-8-6 15-4-10 6-8-4 15-10-2 0-5-8 9- 2 - 0 1- 7 - 1 0 12.65 12 12.65 12 Plate Offsets (X,Y)-- [F:Edge,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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.04 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - J 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 Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 15-10-2. (lb) - Max HorzA=228(LC 5) Max Uplift All uplift 100 lb or less at joint(s) J, N, O, M except A=-106(LC 6), P=-244(LC 9), Q=-161(LC 8), R=-135(LC 8), S=-139(LC 8), L=-157(LC 9), K=-134(LC 9) Max Grav All reactions 250 lb or less at joint(s) J, P, N, O, Q, R, S, M, L, K except A=273(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-393/189, B-C=-279/146, I-J=-278/127 BOT CHORD O-P=-142/337, N-O=-134/310 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) J, N, O, M except (jt=lb) A=106, P=244, Q=161, R=135, S=139, L=157, K=134. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) J, N, O, M, L, K. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss HF3 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:54 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-cYwSERo8O93voWH0FQ_eESTHLw9l?LtM9d86hEzlift Scale: 1/4"=1' T1 T2 W1 B1 ST5ST5ST4 ST3 ST2 B2 ST1 ST5 ST5 ST5 ST5 ST5 A B C D E F G H I J K L M N Z Y X W V U T S R Q P O 3x4 3x4 5x6 23-0-4 23-0-4 23-5-12 0-5-8 8-0-14 8-0-14 23-0-4 14-11-5 23-5-12 0-5-8 8- 6 - 2 12.65 12 Plate Offsets (X,Y)-- [F:0-1-7,Edge], [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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.01 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - O l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 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* ST3,ST2,ST1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt N-O, H-U, G-V, I-T, J-S, K-R, L-Q, M-P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-5-12. (lb) - Max HorzA=335(LC 8) Max Uplift All uplift 100 lb or less at joint(s) O, U, V, W, T, S, R, Q, P except A=-102(LC 6), X=-146(LC 8), Y=-139(LC 8), Z=-131(LC 8) Max Grav All reactions 250 lb or less at joint(s) O, U, V, W, X, Y, Z, T, S, R, Q, P except A=319(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-453/176, B-C=-345/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) O, U, V, W, T, S, R, Q, P except (jt=lb) A=102, X=146, Y=139, Z=131. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss HF4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:08:57 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-07bbsSq1h4SUfz0bwYYLs55oY7A2CiQorbMnIZzlifq Scale = 1:73.2 T2 T2 B1 ST6 ST5 ST4 ST3 ST2 T1 T1 B1 ST1 ST5 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M X W V U T S R Q P O N 4x5 3x4 5x6 5x6 3x4 5x6 22-8-3 22-8-3 23-1-11 0-5-8 11-6-14 11-6-14 22-8-3 11-1-6 23-1-11 0-5-8 12 - 2 - 6 12.65 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [J: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.04 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 163 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* ST6,ST5,ST4: 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 G-S, F-T, H-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-1-11. (lb) - Max HorzA=-314(LC 4) Max Uplift All uplift 100 lb or less at joint(s) S except A=-175(LC 6), T=-132(LC 8), U=-150(LC 8), V=-135(LC 8), W=-135(LC 8), M=-122(LC 7), X=-127(LC 8), R=-129(LC 9), Q=-151(LC 9), P=-134(LC 9), O=-135(LC 9), N=-127(LC 9) Max Grav All reactions 250 lb or less at joint(s) T, U, V, W, X, R, Q, P, O, N except A=316(LC 8), S=282(LC 9), M=280(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-445/270, B-C=-340/232, K-L=-292/159, L-M=-396/197 BOT CHORD A-X=-140/293, W-X=-140/293, V-W=-140/293, U-V=-140/294, T-U=-140/294, S-T=-140/294, R-S=-140/294, Q-R=-140/294, P-Q=-140/294, O-P=-138/291, N-O=-138/291, M-N=-138/291 WEBS G-S=-266/46 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) S except (jt=lb) A=175, T=132, U=150, V=135, W=135, M=122, X=127, R=129, Q=151, P=134, O=135, N=127. 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 TALLMAN - BARBER Truss HF5 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:00 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-RiHkUUtvz?q2WRl9cg52UjjIcLBNP3UFXZbRvuzlifn Scale = 1:35.7 W1 T1 T2 B1 ST1ST1ST1ST1 ST2 ST3 A B C D E F G H I P O N M L K J 3x4 3x4 13-1-4 13-1-4 13-6-12 0-5-8 7-4-5 7-4-5 13-1-4 5-8-14 13-6-12 0-5-8 6- 6 - 7 6- 6 - 7 12.65 12 Plate Offsets (X,Y)-- [F:0-1-7,Edge] 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.06 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: 90 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-6-12. (lb) - Max HorzP=-255(LC 9) Max Uplift All uplift 100 lb or less at joint(s) P, I, L, M, N, O except K=-125(LC 9), J=-180(LC 9) Max Grav All reactions 250 lb or less at joint(s) P, I, L, M, N, O, K except J=272(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD H-I=-302/145 BOT CHORD O-P=-94/254, N-O=-94/254, M-N=-94/254, L-M=-94/254, K-L=-94/254, J-K=-94/254, I-J=-94/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) P, I, L, M, N, O except (jt=lb) K=125, J=180. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss HF6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:02 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-N4PUvAu9Vc4mllvYj57WZ8oeG8u5tyPX_t4Yzmzlifl Scale = 1:75.5 T2 T2 B1 ST6 ST5 ST4 ST3 ST2 T1 T1 B1 ST1 ST5 ST4 ST3 ST2 ST1A B C D E F G H I J K L M X W V U T S R Q P O N 4x5 3x4 5x6 5x6 3x4 5x6 23-5-3 23-5-3 23-10-11 0-5-8 11-11-6 11-11-6 23-5-3 11-5-14 23-10-11 0-5-8 12 - 7 - 2 12.65 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [J: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.06 0.05 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 172 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* ST6,ST5,ST4: 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 G-S, F-T, H-R MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 23-10-11. (lb) - Max HorzA=-324(LC 4) Max Uplift All uplift 100 lb or less at joint(s) S except A=-169(LC 6), T=-131(LC 8), U=-150(LC 8), V=-136(LC 8), W=-132(LC 8), M=-115(LC 7), X=-141(LC 8), R=-128(LC 9), Q=-151(LC 9), P=-135(LC 9), O=-132(LC 9), N=-141(LC 9) Max Grav All reactions 250 lb or less at joint(s) T, U, V, W, X, R, Q, P, O, N except A=313(LC 8), S=293(LC 9), M=277(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-448/276, B-C=-333/233, K-L=-283/157, L-M=-398/201 BOT CHORD A-X=-145/303, W-X=-145/303, V-W=-145/303, U-V=-144/305, T-U=-144/305, S-T=-144/305, R-S=-144/305, Q-R=-144/305, P-Q=-144/305, O-P=-143/302, N-O=-143/302, M-N=-143/302 WEBS G-S=-276/48 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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) S except (jt=lb) A=169, T=131, U=150, V=136, W=132, M=115, X=141, R=128, Q=151, P=135, O=132, N=141. 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 TALLMAN - BARBER Truss HF7 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:05 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-nf4cXBw2oXSLdCd7OEhDBnQ9aMv84JP_hqICa5zlifi Scale: 3/16"=1' T1 T2 T1 B1 ST5ST5ST5ST5ST5ST5ST4 ST3 ST2 T2 B3B2 ST1 ST5 ST5 ST5 ST5 ST5 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M N O P Q R S T U AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V 3x6 3x6 5x6 5x6 6x8 5x6 6x8 38-11-3 38-11-3 39-4-11 0-5-8 7-8-6 7-8-6 31-8-5 23-11-14 38-11-3 7-2-14 39-4-11 0-5-8 8- 1 - 6 8- 1 - 6 12.65 12 Plate Offsets (X,Y)-- [E:0-2-9,Edge], [K:0-3-0,0-3-0], [Q:0-2-9,Edge], [AA:0-3-0,0-3-0], [AH: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 IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.05 0.03 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - U l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 275 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* ST3,ST2,ST1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 39-4-11. (lb) - Max HorzA=207(LC 5) Max Uplift All uplift 100 lb or less at joint(s) U, AE, AF, AG, AH, AI, AJ, AK, AD, AC, AB, AA, Z except A=-122(LC 6), AL=-147(LC 8), AM=-141(LC 8), AN=-129(LC 8), X=-146(LC 9), W=-141(LC 9), V=-129(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, U, AE, AF, AG, AH, AI, AJ, AK, AL, AM, AN, AD, AC, AB, AA, Z, Y, X, W, V FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-270/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) U, AE, AF, AG, AH, AI, AJ, AK, AD, AC, AB, AA, Z except (jt=lb) A=122, AL=147, AM=141, AN=129, X=146, W=141, V=129. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss HF8 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:08 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-CEmlADzw5SqwUgMi4MEwpP2gvZx0HiUQNoXsBQzliff Scale = 1:24.5 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 6-7-3 6-7-3 7-0-11 0-5-8 3-6-6 3-6-6 6-7-3 3-0-14 7-0-11 0-5-8 3- 8 - 1 0 12.65 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.05 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-0-11. (lb) - Max HorzA=-89(LC 4) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-146(LC 8), F=-146(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) H=146, F=146. 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 TALLMAN - BARBER Truss HF9 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:10 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-8duVbv_Ad34ejzW4BnGOuq80QNcTlc?jq60zFJzlifd Scale = 1:22.3 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F 2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 5-11-3 5-11-3 6-4-11 0-5-8 3-2-6 3-2-6 5-11-3 2-8-14 6-4-11 0-5-8 3- 4 - 7 12.65 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.04 0.02 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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.All bearings 6-4-11. (lb) - Max HorzA=-80(LC 6) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-143(LC 8), F=-142(LC 9) Max Grav All reactions 250 lb or less at joint(s) A, E, G, H, F FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, E except (jt=lb) H=143, F=142. 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 TALLMAN - BARBER Truss J01 Truss Type JACK-OPEN Qty 14 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:12 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-4??G?b0R8hKLyHgTJCJszFDGkAHsDWQ0IQV3KBzlifb Scale = 1:14.4 W1 T1 B1 A B E F C D 2x4 2x6 1-11-11 1-11-11 -3-0-0 3-0-0 1-6-3 1-6-3 1-11-11 0-5-8 1- 8 - 0 2- 3 - 1 4 0- 6 - 5 1- 9 - 1 0 2- 3 - 1 4 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.02 0.00 (loc) D-E D-E C E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=599/0-5-8 (min. 0-1-8), C=-146/Mechanical, D=-5/Mechanical Max HorzE=83(LC 6) Max UpliftE=-253(LC 6), C=-393(LC 16), D=-21(LC 16) Max GravE=960(LC 16), C=69(LC 6), D=26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-914/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) E=253 , C=393. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J02 Truss Type JACK-OPEN Qty 10 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:14 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-0O70QG1hgIb3CbpsQdLK2gIbH_zghQwJlk_AO4zlifZ Scale = 1:17.5 W1 T1 B1 A B E C D 3x4 3x6 3-11-11 3-11-11 -3-0-0 3-0-0 3-6-3 3-6-3 3-11-11 0-5-8 1- 8 - 0 2- 1 1 - 1 4 2- 5 - 1 0 2- 1 1 - 1 4 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 -0.04 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: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=570/0-5-8 (min. 0-1-8), C=54/Mechanical, D=15/Mechanical Max HorzE=110(LC 6) Max UpliftE=-217(LC 6), C=-160(LC 16) Max GravE=760(LC 16), C=91(LC 17), D=56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-708/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=217, C=160. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J03 Truss Type JACK-OPEN Qty 47 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:16 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-znFnry3xCvrnRuzEY1No75NuMndS9JPbD2THTyzlifX Scale = 1:21.5 W1 T1 B1 A B E F C D3x4 3x6 6-0-0 6-0-0 -3-0-0 3-0-0 5-6-8 5-6-8 6-0-0 0-5-8 1- 8 - 0 3- 8 - 0 3- 1 - 1 1 3- 8 - 0 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.66 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.07 0.02 (loc) D-E D-E C D-E l/defl >999 >984 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=629/0-5-8 (min. 0-1-8), C=175/Mechanical, D=34/Mechanical Max HorzE=137(LC 6) Max UpliftE=-219(LC 6), C=-95(LC 10) Max GravE=714(LC 16), C=245(LC 17), D=86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-652/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 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) C except (jt=lb) E=219. 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 TALLMAN - BARBER Truss J04 Truss Type JACK-OPEN Qty 5 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:18 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-v9NXGe5CkX5VgC7dfSQGDWTGFbKcdDvugMyOXrzlifV Scale = 1:17.6 W1 T1 B1 A B E C D 3x4 3x6 4-0-0 4-0-0 -3-0-0 3-0-0 3-6-8 3-6-8 4-0-0 0-5-8 1- 8 - 0 3- 0 - 0 2- 5 - 1 1 3- 0 - 0 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 -0.04 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: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-0 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=571/0-5-8 (min. 0-1-8), C=56/Mechanical, D=15/Mechanical Max HorzE=110(LC 6) Max UpliftE=-217(LC 6), C=-159(LC 16) Max GravE=759(LC 16), C=94(LC 17), D=57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-707/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=217, C=159. 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 TALLMAN - BARBER Truss J05 Truss Type JACK-OPEN Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:21 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Jk2gug741ST4XgsCKbzzq95oSoMyqafKMKA28AzlifS Scale = 1:14.4 W1 T1 B1 A B E F C D2x4 2x6 1-11-11 1-11-11 -3-0-0 3-0-0 1-6-3 1-6-3 1-11-11 0-5-8 1- 8 - 0 2- 3 - 1 4 1- 9 - 1 0 2- 3 - 1 4 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.02 0.00 (loc) D-E D-E C E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=599/0-3-8 (min. 0-1-8), C=-146/Mechanical, D=-5/Mechanical Max HorzE=83(LC 6) Max UpliftE=-253(LC 6), C=-393(LC 16), D=-21(LC 16) Max GravE=960(LC 16), C=69(LC 6), D=26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-914/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) E=253 , C=393. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J06 Truss Type JACK-OPEN Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:23 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-G7AQJL8KZ3jonz?aS0?RvaA70c1nIU8dqef9D2zlifQ Scale = 1:17.5 W1 T1 B1 A B E C D3x4 3x6 3-11-11 3-11-11 -3-0-0 3-0-0 3-6-3 3-6-3 3-11-11 0-5-8 1- 8 - 0 2- 1 1 - 1 4 2- 5 - 1 0 2- 1 1 - 1 4 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 -0.04 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: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=570/0-3-8 (min. 0-1-8), C=54/Mechanical, D=15/Mechanical Max HorzE=110(LC 6) Max UpliftE=-217(LC 6), C=-160(LC 16) Max GravE=760(LC 16), C=91(LC 17), D=56(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-708/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=217, C=160. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J07 Truss Type JACK-OPEN Qty 5 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:25 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-CWIAk1Ab5gzV0H9zZQ2v??FQ5QiZmOewHy8FHxzlifO Scale = 1:21.5 W1 T1 B1 A B E F C D 3x4 3x6 6-0-0 6-0-0 -3-0-0 3-0-0 5-6-8 5-6-8 6-0-0 0-5-8 1- 8 - 0 3- 8 - 0 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.66 0.17 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.07 -0.07 0.02 (loc) D-E D-E C D-E l/defl >999 >984 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=629/0-3-8 (min. 0-1-8), C=175/Mechanical, D=34/Mechanical Max HorzE=137(LC 6) Max UpliftE=-219(LC 6), C=-95(LC 10) Max GravE=714(LC 16), C=245(LC 17), D=86(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-652/254 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 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) C except (jt=lb) E=219. 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 TALLMAN - BARBER Truss J08 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:27 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-8uPx9jCrcIDDFbJMhr4N4QLsBDN0E7TDkFdMMqzlifM Scale = 1:22.3 W7 T1 W1 B1 W3 W2 W4W5 W6 A B C D H G F E I J 2x4 5x6 1.5x4 4x5 4x6 7x8 3x4 8x12 2-0-6 2-0-6 4-0-12 2-0-6 5-6-8 1-5-12 6-0-0 0-5-8 2-0-6 2-0-6 4-0-12 2-0-6 5-6-8 1-5-12 6-0-0 0-5-8 1- 8 - 0 3- 8 - 0 4.00 12 Plate Offsets (X,Y)-- [F:0-3-8,0-4-12], [G:0-3-8,0-4-12] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.30 0.24 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.02 0.00 0.01 (loc) F-G F-G E G 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 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) H=2111/0-3-8 (min. 0-2-4), E=1599/Mechanical Max HorzH=78(LC 6) Max UpliftH=-330(LC 6), E=-333(LC 6) Max GravH=2126(LC 16), E=1637(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-H=-1521/249, A-B=-1479/236, B-I=-1067/170, C-I=-1049/174 BOT CHORD F-G=-287/1382, E-F=-201/995 WEBS C-F=-283/1571, C-E=-1772/358, B-F=-542/119, B-G=-121/436, A-G=-256/1693 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) H=330, E=333. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 916 lb down and 137 lb up at 0-9-12 , and 901 lb down and 151 lb up at 2-0-12, and 1333 lb down and 254 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, E-H=-14 Concentrated Loads (lb) Vert: F=-1333(F) G=-901(F) J=-916(F) Job TALLMAN - BARBER Truss J10 Truss Type JACK-OPEN Qty 6 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:29 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-4HXhaPD58vUxVuTkoG6r9rQAR14piCdWCZ6TQizlifK Scale = 1:14.4 W1 T1 B1 A B E F C D2x4 2x6 2-0-0 2-0-0 -3-0-0 3-0-0 1-6-8 1-6-8 2-0-0 0-5-8 1- 8 - 0 2- 4 - 0 1- 9 - 1 1 2- 4 - 0 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.02 0.00 (loc) D-E D-E C 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 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=597/0-3-0 (min. 0-1-8), C=-141/Mechanical, D=-5/Mechanical Max HorzE=83(LC 6) Max UpliftE=-252(LC 6), C=-387(LC 16), D=-20(LC 16) Max GravE=954(LC 16), C=66(LC 6), D=26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-908/274 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) E=252 , C=387. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J11 Truss Type JACK-OPEN Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:31 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-1ffS?4FLgWkfkCc7wh9JEGVWxqmIA67pftbaVbzlifI Scale = 1:14.4 W1 T1 B1 A B E F C D2x4 2x6 1-11-11 1-11-11 -3-0-0 3-0-0 1-6-3 1-6-3 1-11-11 0-5-8 1- 8 - 0 2- 3 - 1 4 0- 6 - 5 1- 9 - 1 0 2- 3 - 1 4 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.44 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 -0.02 0.00 (loc) D-E D-E C E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 1-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) E=599/0-3-8 (min. 0-1-8), C=-146/Mechanical, D=-5/Mechanical Max HorzE=83(LC 6) Max UpliftE=-253(LC 6), C=-393(LC 16), D=-21(LC 16) Max GravE=960(LC 16), C=69(LC 6), D=26(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-914/275 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) E=253 , C=393. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss J12 Truss Type JACK-OPEN Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:33 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-z2nCQmGcC8_N_WmV16BnJhbqSeS7e0d67B4hZTzlifG Scale = 1:17.6 W1 T1 B1 A B E C D3x4 3x6 4-0-0 4-0-0 -3-0-0 3-0-0 3-6-8 3-6-8 4-0-0 0-5-8 1- 8 - 0 3- 0 - 0 2- 5 - 1 1 3- 0 - 0 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.50 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 -0.04 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: 23 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-0 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=571/0-3-8 (min. 0-1-8), C=56/Mechanical, D=15/Mechanical Max HorzE=110(LC 6) Max UpliftE=-217(LC 6), C=-159(LC 16) Max GravE=759(LC 16), C=94(LC 17), D=57(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-E=-707/242 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=217, C=159. 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 TALLMAN - BARBER Truss K01 Truss Type Hip Girder Qty 1 Ply 4 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:37 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-rp0jF8J6GMUoS74HGyFjUXlXLFgJafyh2p2uiEzlifC Scale = 1:29.7 T1 T2 T3 B1 W3 W4 W7 W5 W8 W6 W2W1W2 A B C D E F K J I H G L M N O P Q R 6x8 6x8 3x6 5x12 M18AHS 5x8 7x8 7x8 5x8 1.5x4 7x8 5-0-0 5-0-0 7-3-0 2-3-0 9-6-0 2-3-0 14-0-8 4-6-8 14-6-0 0-5-8 -3-0-0 3-0-0 5-0-0 5-0-0 7-3-0 2-3-0 9-6-0 2-3-0 14-0-8 4-6-8 14-6-0 0-5-8 1- 8 - 0 3- 2 - 7 3- 4 - 0 1- 8 - 0 3- 2 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [G:0-5-8,Edge], [H:0-3-8,0-4-4], [I:0-4-0,0-4-8], [J:0-3-8,0-2-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.45 0.69 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.13 0.01 0.05 (loc) I-J I-J G I-J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS Weight: 384 lb FT = 20% GRIP 220/195 169/162 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W8,W6: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K. REACTIONS.(lb/size) K=7115/0-5-8 (min. 0-2-0), G=11246/0-5-8 (min. 0-3-1) Max HorzK=82(LC 6) Max UpliftK=-1683(LC 6), G=-2505(LC 7) Max GravK=7445(LC 29), G=11369(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-11769/2615, C-M=-14425/3209, D-M=-14426/3209, D-E=-14433/3211, E-N=-13526/2989, F-N=-13606/2983, B-K=-7424/1707, F-G=-7844/1728 BOT CHORD J-K=-140/384, J-O=-2444/11140, I-O=-2444/11140, I-P=-2785/12775, H-P=-2785/12775, H-Q=-229/1017, Q-R=-229/1017, G-R=-229/1017 WEBS C-J=-541/124, E-H=-457/2216, B-J=-2429/11098, F-H=-2678/12395, E-I=-620/2747, D-I=-769/167, C-I=-1145/5295 NOTES- 1) Special connection required to distribute bottom chord loads equally between all plies. 2) 4-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are MT20 plates unless otherwise indicated. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=1683 , G=2505. Continued on page 2 Job TALLMAN - BARBER Truss K01 Truss Type Hip Girder Qty 1 Ply 4 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:37 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-rp0jF8J6GMUoS74HGyFjUXlXLFgJafyh2p2uiEzlifC NOTES- 13) 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. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5519 lb down and 1308 lb up at 6-2-4, 3070 lb down and 619 lb up at 7-9-0, 2855 lb down and 614 lb up at 9-9-12, and 2648 lb down and 606 lb up at 11-9-12, and 2606 lb down and 597 lb up at 13-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-E=-84, E-F=-84, G-K=-14 Concentrated Loads (lb) Vert: H=-2855(F) O=-5519(F) P=-3070(F) Q=-2648(F) R=-2606(F) Job TALLMAN - BARBER Truss K01HJ Truss Type Diagonal Hip Girder Qty 7 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:39 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-oC8TgqLNo_kWiREfONIBZyqqP3T_2fG_V7X?n7zlifA Scale = 1:23.0 W5 T1 B1 W4 W3 W1 W2A B C D E I H G F J K L M N 2x4 6x8 3x4 8x12 4x5 2x6 2-0-0 2-0-0 7-11-9 5-11-9 8-5-1 0-5-8 -4-2-15 4-2-15 2-0-0 2-0-0 7-11-9 5-11-9 8-5-1 0-5-8 1- 8 - 0 3- 7 - 1 3 2.83 12 Plate Offsets (X,Y)-- [B:0-4-0,0-4-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.60 0.23 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 -0.01 -0.01 (loc) G-H G-H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 66 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5: 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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) I=816/0-7-6 (min. 0-1-8), G=277/Mechanical Max HorzI=137(LC 6) Max UpliftI=-315(LC 6), G=-135(LC 16) Max GravI=940(LC 16), G=395(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-950/312, B-J=-305/493, C-J=-303/497 BOT CHORD H-M=-679/289, M-N=-679/289, G-N=-679/289 WEBS B-H=-834/523, C-H=-244/553, D-G=-323/101, C-G=-299/704 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=315, G=135. 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) 129 lb down and 304 lb up at 2-9-8 , 129 lb down and 304 lb up at 2-9-8, and 51 lb down and 40 lb up at 5-7-7, and 51 lb down and 40 lb up at 5-7-7 on top chord, and 17 lb up at 2-9-8, 17 lb up at 2-9-8, and 9 lb down and 19 lb up at 5-7-7, and 9 lb down and 19 lb up at 5-7-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-E=-84, F-I=-14 Continued on page 2 Job TALLMAN - BARBER Truss K01HJ Truss Type Diagonal Hip Girder Qty 7 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:39 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-oC8TgqLNo_kWiREfONIBZyqqP3T_2fG_V7X?n7zlifA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: K=87(F=43, B=43) M=6(F=3, B=3) N=-2(F=-1, B=-1) Job TALLMAN - BARBER Truss K02 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:43 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-gzN_WBOtrCEyA2XQdCM7jo?Xagrq_QUaQlVCwuzlif6 Scale = 1:29.9 T1 T2 T3 B1 W3 W2 W1 W2 W4 W7 W5 W8 W6A B C D E F K J I H G L M N O P Q 7x8 4x5 2x4 2x4 3x10 2x4 3x10 7x8 3x10 5x6 4-0-0 4-0-0 7-3-0 3-3-0 10-6-0 3-3-0 14-0-8 3-6-8 14-6-0 0-5-8 -3-0-0 3-0-0 4-0-0 4-0-0 7-3-0 3-3-0 10-6-0 3-3-0 14-0-8 3-6-8 14-6-0 0-5-8 1- 8 - 0 2- 1 0 - 7 3- 0 - 0 1- 8 - 0 2- 1 0 - 7 4.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-3-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.17 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.05 0.01 0.02 (loc) I I G I 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 *Except* T1: 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) K=1173/0-5-8 (min. 0-1-9), G=842/0-5-8 (min. 0-1-8) Max HorzK=78(LC 6) Max UpliftK=-386(LC 6), G=-221(LC 7) Max GravK=1477(LC 29), G=939(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1149/274, C-L=-1054/269, D-L=-1056/269, D-M=-1072/296, M-N=-1069/296, N-O=-1067/296, E-O=-1066/296, E-F=-1144/288, B-K=-1442/399, F-G=-891/227 BOT CHORD J-P=-321/1469, I-P=-321/1469, I-Q=-321/1469, H-Q=-321/1469 WEBS D-J=-515/124, D-H=-499/101, B-J=-227/1104, F-H=-233/1089 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) K=386, G=221. 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) 61 lb down and 45 lb up at 4-0-0, 61 lb down and 45 lb up at 6-0-12, 61 lb down and 45 lb up at 7-3-0, and 61 lb down and 45 lb up at 8-5-4, and 61 lb down and 45 lb up at 10-6-0 on top chord, and 157 lb down and 166 lb up at 4-0-0, 23 lb down and 13 lb up at 6-0-12, 23 lb down and 13 lb up at 7-3-0, and 23 lb down and 13 lb up at 8-5-4, and 157 lb down and 166 lb up at 10-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 Continued on page 2 Job TALLMAN - BARBER Truss K02 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:43 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-gzN_WBOtrCEyA2XQdCM7jo?Xagrq_QUaQlVCwuzlif6 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-E=-84, E-F=-84, G-K=-14 Concentrated Loads (lb) Vert: C=-12(B) E=-12(B) J=-135(B) I=-7(B) D=-12(B) H=-135(B) L=-12(B) N=-12(B) P=-7(B) Q=-7(B) Job TALLMAN - BARBER Truss K02HJ Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:46 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-4Y368DQm87dX1VG?ILwqLQd2ltvdBqV06jktXDzlif3 Scale = 1:14.3 W3 T1 B1 W1 W2 A B C D G F E H 2x6 6x8 6x8 3x10 2-3-11 2-3-11 2-9-3 0-5-8 -4-2-15 4-2-15 2-3-11 2-3-11 2-9-3 0-5-8 1- 8 - 0 2- 3 - 1 3 2.83 12 Plate Offsets (X,Y)-- [B:0-2-8,0-4-8], [F:0-3-8,0-3-0] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.03 0.28 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) F-G F-G F G l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 30 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-9-3 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) G=843/0-3-14 (min. 0-1-8), F=-212/Mechanical Max HorzG=82(LC 6) Max UpliftG=-393(LC 6), F=-610(LC 16) Max GravG=1370(LC 16), F=127(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-1354/403 WEBS C-F=-158/631 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) G=393, F=610. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job TALLMAN - BARBER Truss K03HJ Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:48 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-1xBtZuS0gltFHpQOQmyIQriO0ha2fksJZ1Dzb6zlif1 Scale = 1:19.1 W5 T1 B1 W4 W3 W1 W2 A B C D E I H G F J 1.5x4 6x8 3x4 7x8 3x6 2x6 2-9-9 2-9-9 5-1-10 2-4-1 5-7-2 0-5-8 -4-2-15 4-2-15 2-9-9 2-9-9 5-1-10 2-4-1 5-7-2 0-5-8 1- 8 - 0 2- 1 1 - 1 3 2.83 12 Plate Offsets (X,Y)-- [B:0-2-8,0-4-8], [C:0-4-0,0-5-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.04 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 -0.00 -0.00 (loc) H H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-7-2 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) I=743/0-4-9 (min. 0-1-8), G=72/Mechanical Max HorzI=109(LC 6) Max UpliftI=-311(LC 6), G=-260(LC 16) Max GravI=1012(LC 16), G=147(LC 46) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1002/321, B-C=-235/389 BOT CHORD G-H=-522/229 WEBS B-H=-576/374, C-H=-144/299, C-G=-285/649 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 20.0 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=311, G=260. 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) 129 lb down and 297 lb up at 2-9-8 , and 129 lb down and 297 lb up at 2-9-8 on top chord, and 17 lb up at 2-9-8, and 17 lb up at 2-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-E=-84, F-I=-14 Continued on page 2 Job TALLMAN - BARBER Truss K03HJ Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:48 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-1xBtZuS0gltFHpQOQmyIQriO0ha2fksJZ1Dzb6zlif1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: H=6(F=3, B=3) C=87(F=43, B=43) Job TALLMAN - BARBER Truss M01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:53 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Nu_mccW9VHVXNaILCJYU7vQCMiI8K032jIwkFJzliey Scale: 3/8"=1' T1 T2 T1 B1 W1 W2 W1 W2 W1 W4 W3 W4W3A B C D E F G L K J I H M N O P Q R S T 5x8 5x8 2x4 2x4 3x4 3x10 1.5x4 3x4 7x8 7x8 2-0-0 2-0-0 7-0-0 5-0-0 12-0-0 5-0-0 13-6-8 1-6-8 14-0-0 0-5-8 -3-0-0 3-0-0 2-0-0 2-0-0 7-0-0 5-0-0 12-0-0 5-0-0 13-6-8 1-6-8 14-0-0 0-5-8 17-0-0 3-0-0 1- 8 - 0 2- 4 - 0 1- 8 - 0 2- 4 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [C:0-5-4,0-2-8], [E:0-5-4,0-2-8], [F:0-2-8,0-3-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.04 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) J-K J-K H K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 93 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 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 14-0-0. (lb) - Max HorzL=43(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except L=-237(LC 6), H=-247(LC 7), K=-500(LC 56), J=-332(LC 56), I=-499(LC 56) Max Grav All reactions 250 lb or less at joint(s) except L=784(LC 29), H=784(LC 29), H=477(LC 1), K=434(LC 81), J=783(LC 81), I=440(LC 83) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-792/248, F-H=-792/258 WEBS C-K=-344/367, D-J=-701/297, E-I=-347/366 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint L, 247 lb uplift at joint H, 500 lb uplift at joint K, 332 lb uplift at joint J and 499 lb uplift at joint I. 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) 114 lb down and 230 lb up at 2-0-0 , 114 lb down and 278 lb up at 4-0-12, 114 lb down and 278 lb up at 6-0-12, 114 lb down and 278 lb up at 7-11-4, and 114 lb down and 278 lb up at 9-11-4, and 114 lb down and 230 lb up at 12-0-0 on top chord, and 131 lb down and 246 lb up at 2-0-0, 17 lb up at 4-0-12, 17 lb up at 6-0-12, 17 lb up at 7-11-4, and 17 lb up at 9-11-4, and 131 lb down and 246 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) 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 Continued on page 2 Job TALLMAN - BARBER Truss M01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:53 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-Nu_mccW9VHVXNaILCJYU7vQCMiI8K032jIwkFJzliey LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-C=-84, C-E=-84, E-F=-84, F-G=-84, H-L=-14 Concentrated Loads (lb) Vert: C=37(F) E=37(F) K=41(F) I=41(F) M=37(F) N=37(F) O=37(F) P=37(F) Q=3(F) R=3(F) S=3(F) T=3(F) Job TALLMAN - BARBER Truss N01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:56 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-oTguEeY1nCt6E21wuR5BlX2mxvI4XKdUPG9Osezliev Scale = 1:27.8 T1 T2 T1 B1 W2 W2 W7 W7 W1 W4W3W5 W6 A B C D E F G L K J I H M N O P 5x6 4x8 2x4 2x4 3x10 4x5 7x8 7x8 3x4 3x4 0-9-8 0-9-8 1-0-4 0-2-12 4-0-0 2-11-12 5-0-0 1-0-0 8-6-8 3-6-8 9-0-0 0-5-8 -3-0-0 3-0-0 1-0-4 1-0-4 4-0-0 2-11-12 5-0-0 1-0-0 8-6-8 3-6-8 9-0-0 0-5-8 12-0-0 3-0-0 1- 8 - 0 3- 0 - 0 1- 8 - 0 3- 0 - 0 4.00 12 Plate Offsets (X,Y)-- [B:0-2-8,0-3-8], [E:0-5-4,0-2-4], [F:0-3-8,0-3-8] 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 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.48 0.09 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 -0.00 (loc) I I 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 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T2: 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* W7: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) H=750/0-3-8 (min. 0-1-8), K=939/0-5-8 (min. 0-1-8) Max HorzK=53(LC 6) Max UpliftH=-286(LC 7), K=-354(LC 6) Max GravH=1055(LC 29), K=1320(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-136/528, C-D=-348/369, D-E=-309/353, E-F=-442/317, F-H=-1023/302 BOT CHORD J-K=-719/207, I-J=-333/338 WEBS D-J=-277/110, F-I=-163/396, C-J=-204/824, C-K=-377/390, B-K=-1010/366 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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 16.0 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 286 lb uplift at joint H and 354 lb uplift at joint K. 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) 59 lb down and 45 lb up at 4-0-0, and 59 lb down and 45 lb up at 5-0-0 on top chord, and 157 lb down and 166 lb up at 4-0-0, and 157 lb down and 166 lb up at 4-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-B=-84, B-D=-84, D-E=-84, E-F=-84, F-G=-84, H-L=-14 Continued on page 2 Job TALLMAN - BARBER Truss N01 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:56 2023 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-oTguEeY1nCt6E21wuR5BlX2mxvI4XKdUPG9Osezliev LOAD CASE(S) Standard Concentrated Loads (lb) Vert: D=-12(B) E=-12(B) J=-135(B) I=-135(B) Job TALLMAN - BARBER Truss N02 Truss Type COMMON Qty 4 Ply 1 Job Reference (optional) 8.530 s May 26 2022 MiTek Industries, Inc. Mon Feb 13 14:09:59 2023 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:7yAPkXEeAld1ZMZISogx90zpPYo-C2L1tfaw47Fh5VlVZZfuNAfJP7Kwkk_w5EN3Tzzlies Scale = 1:20.7 T1 T2 B1 W1 W4 W3W5 W2 A B C F E D G H 4x5 1.5x4 1.5x4 4x8 5x6 5x6 4-6-0 4-6-0 7-9-0 3-3-0 8-2-8 0-5-8 4-6-0 4-6-0 7-9-0 3-3-0 8-2-8 0-5-8 1- 8 - 0 3- 2 - 0 1- 1 1 - 3 4.00 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 IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) E-F E-F D E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 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=388/0-3-8 (min. 0-1-8), D=388/0-5-8 (min. 0-1-8) Max HorzF=32(LC 10) Max UpliftF=-78(LC 6), D=-77(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-G=-334/57, B-G=-275/62, B-H=-288/68, C-H=-326/63, C-D=-369/87, A-F=-363/92 WEBS C-E=-49/302, A-E=-35/287 NOTES- 1) Wind: ASCE 7-10; Vult=115mph Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint F and 77 lb uplift at joint 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