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Home My WebLink AboutTRUSS SPECS - 19-00353 - 2141 Summerfield Ln - New SFRJob 19-056118T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:17 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-va8kkGI9tbPCejuZBawQC?b9zfXAx0jhjdBVE9zBIpC Scale = 1:70.7 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1T1 T1 B1B2B2 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3ST2 ST1 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I L K JBEBFBGBH 5x6 5x6 5x8 2x4 5x8 3x4 5x8 4x5 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-2-0,0-2-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0], [L:0-1-8,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) J-K J-K H B-L l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=-186(LC 9) Max UpliftB=-400(LC 8), H=-400(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3665/679, C-D=-3267/625, D-E=-2293/478, E-F=-2293/478, F-G=-3267/626, G-H=-3665/680 BOT CHORD B-L=-693/3150, L-BE=-465/2567, BE-BF=-465/2567, K-BF=-465/2567, K-BG=-306/2567, BG-BH=-306/2567, J-BH=-306/2567, H-J=-508/3150 WEBS E-K=-264/1418, F-K=-927/359, F-J=-108/558, G-J=-488/252, D-K=-927/359, D-L=-108/558, C-L=-488/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=400, H=400. 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 19-056118T Truss A2 Truss Type Common Qty 24 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:21 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-nMOFaeLgxqvd7LBKQQ?MMrlryGu6tpiGeF9iNxzBIp8 Scale = 1:66.1 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1T1 T1 B1B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) K-L K-L H B-L l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=-186(LC 9) Max UpliftB=-400(LC 8), H=-400(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3665/679, C-D=-3267/625, D-E=-2293/478, E-F=-2293/478, F-G=-3267/626, G-H=-3665/680 BOT CHORD B-L=-693/3150, L-M=-465/2567, M-N=-465/2567, K-N=-465/2567, K-O=-306/2567, O-P=-306/2567, J-P=-306/2567, H-J=-508/3150 WEBS E-K=-264/1418, F-K=-927/359, F-J=-108/558, G-J=-488/252, D-K=-927/359, D-L=-108/558, C-L=-488/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=400, H=400. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-056118T Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:24 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-Cx3NCgNZDlHC_owv6YY3_TNKwUtn455iKDOM_FzBIp5 Scale = 1:76.3 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1T1 T1 B1B2B2 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4ST2 ST1 ST9 ST7 ST8 ST5 ST6 ST3 A B C D E F G H I L K JALAMANAOAPAQAR 5x6 5x6 7x10 3x6 7x10 3x4 7x10 5x8 3x6 5x8 5x6 2x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-12,0-0-3], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-3-0,0-2-9], [J:0-5-0,0-4-8], [K:0-5-0,0-4-8], [L:0-3-0,0-0-3], [L:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.87 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.51 -0.71 0.13 0.32 (loc) K-L K-L H K-L l/defl >931 >668 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 295 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-13 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2422/0-5-8 (min. 0-2-9), H=2282/0-5-8 (min. 0-2-7) Max Horz B=-186(LC 13) Max UpliftB=-559(LC 8), H=-500(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4617/1071, C-D=-4218/1014, D-E=-2885/722, E-F=-2885/722, F-G=-3800/838, G-H=-4207/897 BOT CHORD B-L=-1040/4003, L-AL=-751/3262, AL-AM=-751/3262, AM-AN=-751/3262, AN-AO=-751/3262, AO-AP=-751/3262, K-AP=-751/3262, K-AQ=-510/3073, AQ-AR=-510/3073, J-AR=-510/3073, H-J=-703/3644 WEBS E-K=-482/1950, F-K=-886/376, F-J=-132/580, G-J=-496/256, D-K=-1153/451, D-L=-249/902, C-L=-473/263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=559, H=500. 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) 204 lb down and 92 lb up at 13-5-12, and 204 lb down and 92 lb up at 15-5-12, and 204 lb down and 92 lb up at 17-5-12 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 19-056118T Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:25 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-g7dlP?OB_2P3cyV6fF3IXhwVgtD0pYKsZt7wWizBIp4 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-E=-84, E-I=-84, B-H=-14 Concentrated Loads (lb) Vert: AM=-204(F) AN=-204(F) AP=-204(F) Job 19-056118T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:27 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-cVlWqhPRWgfnrGfUng5mc6??4h5THbg90Bc0aazBIp2 Scale = 1:37.4 T1 T2 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L U T S R Q P O N M3x4 4x5 5x6 3x4 21-6-0 21-6-0 10-9-0 10-9-0 21-6-0 10-9-0 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [Q:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.04 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) L K K l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 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 21-6-0. (lb) - Max Horz A=-113(LC 9) Max Uplift All uplift 100 lb or less at joint(s) A, R, S, T, U, P, O, N, K, M Max Grav All reactions 250 lb or less at joint(s) A, Q, R, S, T, P, O, N, K, M except U=280(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, R, S, T, U, P, O, N, K, 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 19-056118T Truss B2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:29 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-YutGFNRh2HvV4Zotu58EhX4HFVi7lTNSUV57fTzBIp0 Scale = 1:36.1 T1 T2 B1 W2 W1 W2 W1 B2 A B C D E F H G 3x6 4x5 5x6 1.5x4 3x4 1.5x4 3x6 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 22-6-0 1-0-0 0- 4 - 3 5- 8 - 1 1 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [G:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.35 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.04 (loc) A-H A-H E A-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 89 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 4-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1036/0-3-8 (min. 0-1-8), E=1144/0-3-8 (min. 0-1-8) Max Horz A=-113(LC 13) Max UpliftA=-195(LC 8), E=-229(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1865/345, B-C=-1606/334, C-D=-1595/329, D-E=-1853/339 BOT CHORD A-H=-334/1580, G-H=-121/1028, E-G=-223/1566 WEBS C-G=-147/563, D-G=-438/221, C-H=-153/579, B-H=-446/224 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=195, E=229. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-056118T Truss C1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:31 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-UH_1g3SyauADKtyF0WAimyAg3ITiDQEkxpaEjMzBIp_ Scale = 1:24.4 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 13-4-0 13-4-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 14-4-0 1-0-0 0- 4 - 3 3- 8 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-4-0. (lb) - Max Horz B=68(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) H. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-056118T Truss C2 Truss Type Common Qty 3 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:33 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-Rf6n5lUC6WQwZB6e7xCAsNFvG62LhJh1O73LnEzBIoy Scale = 1:23.2 T1 T2 B1 W1 A B C D E 5x6 3x6 3x6 1.5x4 6-8-0 6-8-0 13-4-0 6-8-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 0- 4 - 3 3- 8 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [D:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.40 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.05 (loc) D-E D-E D D-E l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=625/0-5-8 (min. 0-1-8), B=745/0-5-8 (min. 0-1-8) Max Horz B=77(LC 8) Max UpliftD=-118(LC 9), B=-155(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-906/156, C-D=-903/151 BOT CHORD B-E=-84/690, D-E=-84/690 WEBS C-E=0/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=118, B=155. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-056118T Truss J1 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER SF14BB8 ATHENS B Job Reference (optional) 8.220 s Feb 10 2019 MiTek Industries, Inc. Thu May 30 12:00:34 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:qaPR0EfO3v25RskfiguOwDzdfvS-vsg9I4VqtpYnBLhqhejPOao73WSaQnzBdnpuJgzBIox Scale = 1:17.3 T1 B1 W1 A B C D 1.5x4 2x4 1.5x4 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0- 4 - 3 2- 1 0 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.34 0.14 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.00 (loc) B-D B-D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=346/0-3-8 (min. 0-1-8), D=218/Mechanical Max Horz B=118(LC 8) Max UpliftB=-67(LC 8), D=-78(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, D. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard