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Home My WebLink AboutTRUSS SPECS - 19-00774 - 2109 Summerfield Ln - New SFRJob 19-122864T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:10 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-SEbDKZEUr23WDfH5BYIfJ6TdDf?3xAEB2GvLhkyA3x7 Scale = 1:71.3 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2 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 B2AB C D E F G H I J K N M LBEBFBGBH 5x6 5x6 5x8 2x4 5x8 3x4 5x8 4x5 3x4 5x6 5x6 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 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [L:0-2-0,0-2-0], [L:0-4-0,0-3-0], [M:0-4-0,0-3-4], [N:0-4-0,0-3-4], [N: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 0.63 0.68 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) M-N L-M J M l/defl >999 >846 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* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-3 oc bracing. WEBS 1 Row at midpt G-M, E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2043/0-3-8 (min. 0-2-3), J=2051/0-5-8 (min. 0-2-3) Max Horz B=-224(LC 8) Max UpliftB=-351(LC 10), J=-355(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3708/1075, C-D=-3296/994, D-E=-3067/1007, E-F=-2302/802, F-G=-2302/802, G-H=-3046/1000, H-I=-3276/987, I-J=-3678/1065 BOT CHORD B-N=-835/3198, N-BE=-573/2584, BE-BF=-573/2584, M-BF=-573/2584, M-BG=-570/2575, BG-BH=-570/2575, L-BH=-570/2575, J-L=-824/3162 WEBS F-M=-487/1427, G-M=-928/401, G-L=-122/590, I-L=-489/276, E-M=-938/405, E-N=-129/609, C-N=-510/285 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; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 351 lb uplift at joint B and 355 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 19-122864T Truss A2 Truss Type Common Qty 24 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:11 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-wQ9bXvF7cLBNqpsIlFqusJ0nj3KIgdVKHweuDAyA3x6 Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 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 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-1-11,Edge], [J:0-4-0,0-3-4], [K:0-4-0,0-3-4], [L:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.68 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) K-L J-K H K l/defl >999 >847 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* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-3-4 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=2043/0-3-8 (min. 0-2-3), H=2051/0-5-8 (min. 0-2-3) Max Horz B=194(LC 9) Max UpliftB=-351(LC 10), H=-355(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3705/1073, C-D=-3297/1008, D-E=-2302/802, E-F=-2302/802, F-G=-3276/1002, G-H=-3675/1063 BOT CHORD B-L=-833/3194, L-M=-572/2584, M-N=-572/2584, K-N=-572/2584, K-O=-570/2575, O-P=-570/2575, J-P=-570/2575, H-J=-821/3158 WEBS E-K=-486/1426, F-K=-927/401, F-J=-124/580, G-J=-488/275, D-K=-937/404, D-L=-131/599, C-L=-508/284 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; B=45ft; L=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 351 lb uplift at joint B and 355 lb uplift at joint H. 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 19-122864T Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:13 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-spHMybHN7zR5470gsgsMxk58ss2q8ZldkE7?I3yA3x4 Scale = 1:70.1 T2 T2 B1 W1 W2 W3 W4 W5 W2W3 W4W5 ST8 ST9 ST6 ST7 ST4 ST5 ST3ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 T1 T1 B1B2AB C D E F G H I O N L K JAPAQARMAS 5x8 5x6 5x8 3x6 5x8 4x8 3x4 5x6 3x6 3x6 Special Special Special 6-8-0 6-8-0 13-1-4 6-5-4 13-4-0 0-2-12 18-6-0 5-2-0 20-0-0 1-6-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 -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 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [G:0-4-0,0-3-0], [H:0-2-12,0-1-8], [K:0-3-0,0-3-0], [N:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.55 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 0.03 0.05 (loc) K-L K-L H M-N l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 283 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W5: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-L, F-L, D-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-5-8 except (jt=length) H=0-3-8, M=0-3-8. (lb) - Max Horz B=-194(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except B=-108(LC 8), N=-411(LC 8), H=-208(LC 8), M=-227(LC 8) Max Grav All reactions 250 lb or less at joint(s) except B=580(LC 17), N=2373(LC 1), H=1161(LC 1), M=695(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-546/306, C-D=-31/750, D-E=-422/153, E-F=-401/153, F-G=-1106/213, G-H=-1827/266 BOT CHORD B-O=-248/381, N-O=-250/378, N-AP=-568/202, AP-AQ=-568/202, AQ-AR=-568/202, M-AR=-568/202, L-M=-568/202, L-AS=0/874, K-AS=0/874, J-K=-149/1516, H-J=-148/1519 WEBS E-L=-332/51, F-L=-988/234, F-K=-26/480, G-K=-733/175, D-L=-44/1105, D-N=-1693/268, C-N=-747/167 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; B=45ft; L=25ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional); 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 108 lb uplift at joint B, 411 lb uplift at joint N, 208 lb uplift at joint H and 227 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. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 lb down and 88 lb up at 13-11-4, and 190 lb down and 88 lb up at 15-11-4, and 190 lb down and 88 lb up at 17-11-4 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 19-122864T Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:14 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-L?rkAxI?uGZyhHbtQONbTyeJcGO3t0?nzttYqVyA3x3 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: AP=-190(B) AQ=-190(B) AR=-190(B) Job 19-122864T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:14 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-L?rkAxI?uGZyhHbtQONbTyeMSGQet01nzttYqVyA3x3 Scale = 1:39.0 T1 T2 B1 W1 W2 W3W2W3 ST4ST2 ST3ST1 ST4 ST2 ST3 ST1 B1A B C D E F I H GXYZAAABACADAE AF AG 5x6 3x6 3x6 5x8 3x4 3x4 Special Special Special Special Special Special Special Special Special Special 4-9-0 4-9-0 10-9-0 6-0-0 16-9-0 6-0-0 21-6-0 4-9-0 -1-0-0 1-0-0 4-9-0 4-9-0 10-9-0 6-0-0 16-9-0 6-0-0 21-6-0 4-9-0 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [H:0-4-0,0-3-0], [L:0-1-12,0-0-12], [U:0-1-12,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.38 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.05 0.05 (loc) H-I H-I F H-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 113 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 4-4-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)F=1143/0-3-8 (min. 0-1-8), B=1244/0-3-8 (min. 0-1-8) Max Horz B=108(LC 7) Max UpliftF=-249(LC 8), B=-296(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-2110/456, C-D=-1419/343, D-E=-1420/343, E-F=-2130/467 BOT CHORD B-X=-361/1804, X-Y=-361/1804, I-Y=-361/1804, I-Z=-361/1804, Z-AA=-361/1804, AA-AB=-361/1804, H-AB=-361/1804, H-AC=-374/1825, AC-AD=-374/1825, AD-AE=-374/1825, G-AE=-374/1825, G-AF=-374/1825, AF-AG=-374/1825, F-AG=-374/1825 WEBS D-H=-163/686, E-H=-748/221, C-H=-725/208 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint F and 296 lb uplift at joint B. 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) 21 lb down and 18 lb up at 2-0-12, 21 lb down and 18 lb up at 4-0-12, 21 lb down and 18 lb up at 6-0-12, 21 lb down and 18 lb up at 8-0-12, 21 lb down and 18 lb up at 10-0-12, 21 lb down and 18 lb up at 12-0-12, 21 lb down and 18 lb up at 14-0-12, 21 lb down and 18 lb up at 16-0-12, and 21 lb down and 18 lb up at 18-0-12, and 21 lb down and 18 lb up at 20-0-12 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 19-122864T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:15 2019 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-pBO6NHIdfahpJQA3_5uq09AXCgmtcTHwCXc6MyyA3x2 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-F=-84, B-F=-14 Concentrated Loads (lb) Vert: X=-21(F) Y=-21(F) Z=-21(F) AA=-21(F) AB=-21(F) AC=-21(F) AD=-21(F) AE=-21(F) AF=-21(F) AG=-21(F) Job 19-122864T Truss B2 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:16 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-HOyUadJFQupgxalFYpP3ZNjjB47dL?D3RBMfuOyA3x1 Scale = 1:36.2 T1 T2 B1 W1 W2 W1 W2 B2A B C D E F H G 4x5 3x6 3x6 5x6 1.5x4 3x4 1.5x4 7-2-0 7-2-0 14-4-0 7-2-0 21-6-0 7-2-0 -1-0-0 1-0-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-6-0 5-4-8 0- 4 - 3 5- 8 - 1 1 6- 2 - 7 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) F-G F-G F F-G 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)F=1036/0-3-8 (min. 0-1-8), B=1144/0-3-8 (min. 0-1-8) Max Horz B=108(LC 9) Max UpliftF=-160(LC 10), B=-212(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1853/533, C-D=-1595/521, D-E=-1606/531, E-F=-1865/544 BOT CHORD B-H=-406/1566, G-H=-182/1028, F-G=-419/1580 WEBS D-G=-175/579, E-G=-446/244, D-H=-159/563, C-H=-438/237 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 160 lb uplift at joint F and 212 lb uplift at joint B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 19-122864T Truss C1 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:17 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-laWsoyKtBBxWYkJS5WxI5aGyGUXz4VlDfr5DRqyA3x0 Scale = 1:24.8 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 4- 1 - 1 5 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 0.05 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=-71(LC 8) 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; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) 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 19-122864T Truss C2 Truss Type Common Qty 3 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:18 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-Dm4F?ILWyV3NAuuefESXeoo0itnNpx1MuVrmzGyA3x? Scale = 1:23.3 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 4- 1 - 1 5 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 0.04 (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=70(LC 9) Max UpliftD=-95(LC 10), B=-153(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-906/271, C-D=-903/269 BOT CHORD B-E=-143/690, D-E=-143/690 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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) D except (jt=lb) B=153. 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 19-122864T Truss J1 Truss Type Jack-Open Qty 3 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:19 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-hzedDeL8jpBEo2TqDxzmA?LEVHBbYP1W79aJVjyA3x_ 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 3- 3 - 1 5 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 0.06 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=103(LC 10) Max UpliftB=-71(LC 10), D=-49(LC 10) 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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 Job 19-122864T Truss J2 Truss Type Jack-Open Qty 10 Ply 1 KARTCHNER HOMES SF1BB10 ATHENS B Job Reference (optional) 8.310 s Sep 9 2019 MiTek Industries, Inc. Wed Dec 11 09:05:19 2019 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:T0JV11M2SeCbfihfSNRYxZz1Lh4-hzedDeL8jpBEo2TqDxzmA?LIrHDyYPxW79aJVjyA3x_ Scale = 1:8.2 T1 B1 A B C D 3x4 1-6-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 0- 4 - 3 1- 1 - 3 1- 6 - 1 5 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 0.13 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) B B-D l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 1-6-0 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=198/0-3-8 (min. 0-1-8), D=38/Mechanical Max Horz B=91(LC 10) Max UpliftB=-124(LC 10), D=-24(LC 10) 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; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=124. 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