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Home My WebLink AboutTRUSS LAYOUT - 23-00211 - 637 S 2275 W - New SFRJob ATHENS CM 2021 Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-xbVxSg9n8W5a3zJHR1YrfXix9VDw18aFfAJNwUzMTSx Scale = 1:76.2 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 ST13 ST14 ST11 ST12 ST9 ST10 ST7 ST8 ST6 ST4 ST5 ST3 ST2 ST1 A B C D E F G H I J K P O N M L BE BF BG BH 5x6 5x6 3x8 3x4 3x4 5x6 5x6 3x4 2x4 5x6 5x6 3x4 3x4 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 0-4-310-4-310-9-150-4-36.00 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:0-1-8,0-1-8], [M:0-3-0,0-3-0], [O:0-3-0,0-3-0], [P: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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.83 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.31 (loc) L-N L-N J J-L l/defl >999 >801 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 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 1 Row at midpt G-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)B=2046/0-5-8 (min. 0-2-3), J=2046/0-5-8 (min. 0-2-3) Max Horz B=-224(LC 10) Max UpliftB=-793(LC 12), J=-793(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BE=-3668/1340, C-BE=-3576/1354, C-D=-3342/1295, D-E=-3160/1318, E-F=-2324/968, F-G=-2324/968, G-H=-3160/1318, H-I=-3342/1295, I-BF=-3576/1354, J-BF=-3668/1340 BOT CHORD B-P=-1119/3171, O-P=-845/2597, O-BG=-845/2597, N-BG=-845/2597, N-BH=-845/2597, M-BH=-845/2597, L-M=-845/2597, J-L=-1119/3171 WEBS F-N=-711/1576, G-N=-928/407, G-L=-311/688, I-L=-490/291, E-N=-928/407, E-P=-311/688, C-P=-490/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-0-13 to 2-11-3, Exterior(2N) 2-11-3 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0 , Exterior(2N) 24-0-0 to 41-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 100 lb uplift at joint(s) except (jt=lb) B=793, J=793. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss A2 Truss Type Common Qty 23 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:25 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-MAA35iBfRRT9wQ2r795YH9KSPjFdEfUhM8Y1WpzMTSu Scale = 1:70.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2A B C D E F G H I J K P O N M L Q R S T U V W X 3x6 5x6 3x6 5x6 3x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 3x6 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 0-4-310-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.83 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.59 0.16 0.33 (loc) L-N L-N J N-P l/defl >999 >801 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 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. WEBS 1 Row at midpt F-N, G-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)B=2046/0-5-8 (min. 0-2-3), J=2046/0-5-8 (min. 0-2-3) Max Horz B=-224(LC 10) Max UpliftB=-793(LC 12), J=-793(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-3668/1615, C-Q=-3576/1630, C-D=-3342/1573, D-E=-3160/1596, E-R=-2324/1113, F-R=-2216/1128, F-S=-2216/1128, G-S=-2324/1113, G-H=-3160/1596, H-I=-3342/1573, I-T=-3576/1630, J-T=-3668/1615 BOT CHORD B-U=-1349/3171, P-U=-1349/3171, O-P=-1028/2597, O-V=-1028/2597, N-V=-1028/2597, N-W=-1031/2597, M-W=-1031/2597, L-M=-1031/2597, L-X=-1352/3171, J-X=-1352/3171 WEBS F-N=-807/1576, G-N=-928/486, G-L=-430/688, I-L=-490/194, E-N=-928/486, E-P=-430/688, C-P=-490/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -1-0-13 to 2-11-3, Interior(1) 2-11-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior(1) 24-0-0 to 41-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 100 lb uplift at joint(s) except (jt=lb) B=793, J=793. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:27 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-IZIqWODwy2jt9kBEEa70MaPjBWtYiZM_pS18bizMTSs Scale = 1:84.6 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST9 ST7 ST8 ST5 ST6 ST3 T1 T1 B1B2AB C D E F G H I J K P O N M LALAMANAOAPAQAR 5x6 4x12 8x12 3x4 4x5 3x6 2x4 2x4 8x12 5x6 2x4 4x5 3x4 2x4 7x10 5x6 5x8 Special Special Special 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 0-4-310-4-310-9-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-3-8,0-2-0], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [M:0-5-0,0-4-8], [O:0-6-0,Edge], [P:0-2-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.99 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.57 -0.81 0.13 0.46 (loc) N-P N-P J N-P l/defl >829 >587 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* W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-9-14 oc bracing. WEBS 1 Row at midpt F-N, G-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)B=2542/0-5-8 (min. 0-2-11), J=2383/0-3-8 (min. 0-2-9) Max Horz B=-224(LC 6) Max UpliftB=-976(LC 8), J=-916(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4896/1806, C-D=-4494/1756, D-E=-4265/1770, E-F=-3147/1281, F-G=-3147/1281, G-H=-3827/1609, H-I=-4056/1596, I-J=-4479/1653 BOT CHORD B-P=-1519/4252, P-AL=-1188/3503, O-AL=-1188/3503, O-AM=-1188/3503, AM-AN=-1188/3503, AN-AO=-1188/3503, AO-AP=-1188/3503, N-AP=-1188/3503, N-AQ=-1115/3305, M-AQ=-1115/3305, M-AR=-1115/3305, L-AR=-1115/3305, J-L=-1389/3898 WEBS F-N=-992/2204, G-N=-892/438, G-L=-356/631, I-L=-521/200, E-N=-1163/494, E-P=-443/984, C-P=-471/200 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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); cantilever left and right exposed ; end vertical left and right exposed; porch 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=976, J=916. 9) This truss is designed in accordance with the 2018 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) 277 lb down and 108 lb up at 14-5-4, and 277 lb down and 108 lb up at 16-5-4, and 277 lb down and 108 lb up at 18-5-4 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 ATHENS CM 2021 Truss A3 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:28 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-mlsCjkEYjMrjnumQoIfFvoyuxwDnR0c726mh78zMTSr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-84, F-K=-84, B-J=-14 Concentrated Loads (lb) Vert: AM=-277(F) AO=-277(F) AP=-277(F) Job ATHENS CM 2021 Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:30 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-i8_y8PFoFz6R0Bwpvjhj_D1Lak1QvwzQVQFoC0zMTSp Scale = 1:40.9 T1 T2 B1 W1 W2 W1 W2 B2 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1A B C D E F H GABACADAEAFAG AH AI AJ AK 3x6 4x5 2x4 5x6 3x4 3x6 Special Special Special Special Special Special Special Special Special Special 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 0-4-35-8-116-2-70-4-36.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-0-4], [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 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.39 0.47 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.16 0.05 0.14 (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: 122 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 4-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-9 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=1154/0-3-8 (min. 0-1-8), E=1266/0-3-8 (min. 0-1-8) Max Horz A=-108(LC 6) Max UpliftA=-523(LC 8), E=-580(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2047/899, B-C=-1808/896, C-D=-1797/890, D-E=-2055/893 BOT CHORD A-AB=-731/1762, AB-AC=-731/1762, AC-AD=-731/1762, H-AD=-731/1762, H-AE=-408/1149, AE-AF=-408/1149, AF-AG=-408/1149, AG-AH=-408/1149, G-AH=-408/1149, G-AI=-724/1748, AI-AJ=-724/1748, AJ-AK=-724/1748, E-AK=-724/1748 WEBS C-G=-401/672, D-G=-440/165, C-H=-410/688, B-H=-448/169 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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 ; end vertical left and right exposed; porch 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 100 lb uplift at joint(s) except (jt=lb) A=523, E=580. 9) This truss is designed in accordance with the 2018 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) 24 lb down and 48 lb up at 1-11-4, 24 lb down and 48 lb up at 3-11-4, 24 lb down and 48 lb up at 5-11-4, 24 lb down and 48 lb up at 7-11-4, 24 lb down and 48 lb up at 9-11-4, 24 lb down and 48 lb up at 11-11-4, 24 lb down and 48 lb up at 13-11-4, 24 lb down and 48 lb up at 15-11-4, and 24 lb down and 48 lb up at 17-11-4, and 24 lb down and 48 lb up at 19-11-4 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 ATHENS CM 2021 Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:31 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-BKYKLlGQ0HEIeLV?TQCyXQaWK8NfeNDZk4?MkTzMTSo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-84, C-F=-84, A-E=-14 Concentrated Loads (lb) Vert: AB=-24(F) AC=-24(F) AD=-24(F) AE=-24(F) AF=-24(F) AG=-24(F) AH=-24(F) AI=-24(F) AJ=-24(F) AK=-24(F) Job ATHENS CM 2021 Truss B2 Truss Type Common Qty 2 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:32 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-fW5jZ5H2naM9GV4C17jB3e6ioXljNqOjzkkvGvzMTSn Scale = 1:36.7 T1 T2 B1 W1 W2 W1 W2 B2 A B C D E F H G I J K L M N O P Q 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 0-4-35-8-116-2-70-4-36.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.34 0.35 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.04 0.12 (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 7-3-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1036/0-3-8 (min. 0-1-8), E=1144/0-3-8 (min. 0-1-8) Max Horz A=-108(LC 10) Max UpliftA=-396(LC 12), E=-448(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-1865/925, B-I=-1685/937, B-J=-1606/918, C-J=-1494/930, C-K=-1483/945, D-K=-1595/934, D-L=-1766/952, E-L=-1853/939 BOT CHORD A-M=-756/1580, H-M=-756/1580, H-N=-416/1028, N-O=-416/1028, O-P=-416/1028, G-P=-416/1028, G-Q=-757/1566, E-Q=-757/1566 WEBS C-G=-415/563, D-G=-438/220, C-H=-404/579, B-H=-446/223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-9-0, Exterior(2R) 10-9-0 to 13-9-0, Interior(1) 13-9-0 to 22-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) except (jt=lb) A=396, E=448. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss C1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-bvDT_nIJJCctVpEa8Ylf93C6cLVIrov0Q2D0LozMTSl 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 O P 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 0-4-33-8-34-1-150-4-36.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.06 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 11) 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 7-16; 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 Corner(3E) -1-0-13 to 1-11-3, Exterior(2N) 1-11-3 to 6-8-0, Corner(3R) 6-8-0 to 9-8-0, Exterior(2N) 9-8-0 to 14-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss C2 Truss Type Common Qty 3 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-XILDPTKZrpsbl6NzGzo7EUHLp85xJhhJtMi7PgzMTSj Scale = 1:23.3 T1 T2 B1 W1 A B C D E F G H I J K L M 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 0-4-33-8-34-1-150-4-36.00 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 IRC2018/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 0.08 (loc) D-E D-E D B-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 5-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=625/0-5-8 (min. 0-1-8), B=745/0-5-8 (min. 0-1-8) Max Horz B=70(LC 11) Max UpliftD=-238(LC 12), B=-296(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-906/509, F-G=-779/515, C-G=-772/528, C-H=-769/510, H-I=-779/498, D-I=-903/497 BOT CHORD B-J=-360/690, J-K=-360/690, E-K=-360/690, E-L=-360/690, L-M=-360/690, D-M=-360/690 WEBS C-E=-191/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-8-0, Exterior(2R) 6-8-0 to 9-8-0, Interior(1) 9-8-0 to 13-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) except (jt=lb) D=238, B=296. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss J1 Truss Type Jack-Closed Qty 3 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:37 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-?UvccpLBc7_SMGy9qhJMmhqVJYUR29bS60Sgy6zMTSi Scale = 1:21.5 T1 W1 B1 A B C D F E G H 1.5x4 1.5x4 2x4 0-0-8 6-4-8 6-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0-4-33-6-74-0-36.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.25 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.11 (loc) B-F B-F F B-F l/defl >999 >611 n/a >687 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 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=291/Mechanical, B=408/0-3-8 (min. 0-1-8) Max Horz B=131(LC 11) Max UpliftF=-116(LC 12), B=-161(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-F=-246/258 NOTES- 1) Wind: ASCE 7-16; 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(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-4-8 zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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) except (jt=lb) F=116, B=161. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job ATHENS CM 2021 Truss J2 Truss Type Jack-Open Qty 10 Ply 1 KARTCHNER ATHENS CRAFTSMAN Job Reference (optional) 8.420 s Dec 1 2020 MiTek Industries, Inc. Tue Apr 27 14:53:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:xmBfMwj3ETloUxb61KLWJ8zpXe_-yt1M1UMR8kEAca6Yx5Lqs6vzSMCwW34laKxn0?zMTSg 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 0-4-31-1-31-6-156.00 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.13 0.06 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 12) Max UpliftB=-140(LC 12), D=-40(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; 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(2E) zone; cantilever left and right exposed ; end vertical left and right exposed; porch 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=140. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard