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Home My WebLink AboutTRUSS SPECS - 20-00530 - 654 S 2100 W - New SFRJob 20-067588T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:11 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-5aN6C?c4QFTiMF12V2xFy2IO6tSjQQm_qAeBCez3_sw Scale = 1:71.6 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 A B C D E F G H I J K P O N M L BE BF BG BH BI BJ BK BL 5x6 5x6 3x8 3x4 3x4 5x6 5x8 3x4 2x4 5x6 5x8 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- 5 - 0 10 - 5 - 0 10 - 9 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:Edge,0-1-1], [L:0-1-8,0-1-8], [M:0-4-0,0-3-0], [O:0-4-0,0-3-0], [P:0-1-8,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.69 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.16 0.32 (loc) N-P N-P J J-L l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 305 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 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 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=2088/0-5-8 (min. 0-2-4), J=2088/0-5-8 (min. 0-2-4) Max Horz B=-194(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=-3688/1828, C-BE=-3575/1846, C-D=-3289/1794, D-E=-3055/1817, E-BF=-2325/1309, F-BF=-2184/1321, F-BG=-2184/1321, G-BG=-2325/1309, G-H=-3055/1817, H-I=-3289/1794, I-BH=-3575/1846, J-BH=-3688/1828 BOT CHORD B-P=-1545/3152, P-BI=-1215/2593, O-BI=-1215/2593, O-BJ=-1215/2593, N-BJ=-1215/2593, N-BK=-1226/2593, M-BK=-1226/2593, M-BL=-1226/2593, L-BL=-1226/2593, J-L=-1555/3152 WEBS F-N=-987/1433, G-N=-936/511, G-L=-462/546, I-L=-474/177, E-N=-936/511, E-P=-462/546, C-P=-474/177 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067588T Truss A2 Truss Type Common Qty 12 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-2yVsdhdKysjQcYBRcT_j1TNkch7BuKGHHU7IHWz3_su Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T1 B1B2AB 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 4x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 4x8 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- 5 - 0 10 - 5 - 0 10 - 9 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [J:Edge,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.69 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.16 0.32 (loc) N-P N-P J J-L l/defl >999 >850 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 189 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 2-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-3 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=2088/0-5-8 (min. 0-2-4), J=2088/0-5-8 (min. 0-2-4) Max Horz B=-194(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=-3688/1828, C-Q=-3575/1846, C-D=-3289/1794, D-E=-3055/1817, E-R=-2325/1309, F-R=-2184/1321, F-S=-2184/1321, G-S=-2325/1309, G-H=-3055/1817, H-I=-3289/1794, I-T=-3575/1846, J-T=-3688/1828 BOT CHORD B-P=-1545/3152, P-U=-1215/2593, O-U=-1215/2593, O-V=-1215/2593, N-V=-1215/2593, N-W=-1226/2593, M-W=-1226/2593, M-X=-1226/2593, L-X=-1226/2593, J-L=-1555/3152 WEBS F-N=-987/1433, G-N=-936/511, G-L=-462/546, I-L=-474/177, E-N=-936/511, E-P=-462/546, C-P=-474/177 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067588T Truss A3 Truss Type Common Qty 3 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-W93Fq1eyiArHDimdABVyagwub5TRdnIQW8srpzz3_st Scale = 1:66.9 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4 T1 T3 B1B2AB C D E F G H I J O N M L K P Q R S T U V W 3x6 5x6 3x6 5x6 4x8 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 5x6 4x8 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 0- 5 - 0 10 - 5 - 0 10 - 9 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:Edge,0-1-1], [J:0-0-0,0-1-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.67 0.69 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.16 0.34 (loc) M-O M-O J J-K l/defl >999 >847 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 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 2-7-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. WEBS 1 Row at midpt F-M, 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=2090/0-5-8 (min. 0-2-4), J=1975/0-5-8 (min. 0-2-2) Max Horz B=193(LC 11) Max UpliftB=-794(LC 12), J=-740(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3692/1829, C-P=-3579/1847, C-D=-3293/1795, D-E=-3059/1818, E-Q=-2328/1310, F-Q=-2187/1322, F-R=-2187/1327, G-R=-2328/1315, G-H=-3070/1840, H-I=-3305/1817, I-S=-3584/1874, J-S=-3680/1858 BOT CHORD B-O=-1570/3156, O-T=-1241/2596, N-T=-1241/2596, N-U=-1241/2596, M-U=-1241/2596, M-V=-1239/2600, L-V=-1239/2600, L-W=-1239/2600, K-W=-1239/2600, J-K=-1585/3172 WEBS F-M=-991/1436, G-M=-941/512, G-K=-481/559, I-K=-483/192, E-M=-936/511, E-O=-463/546, C-O=-474/177 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-9-4 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, 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=794, J=740. 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 20-067588T Truss A4 Truss Type Common Qty 8 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-_Ldd2MfaTTz8rsLpku0B6uT47UsZM8vZlocPLPz3_ss Scale = 1:66.5 T2 T2 B1 W7 W6 W3 W1 W2 W4 W5 W8 HW2 T1 T3 B3B2AB C D E F G H I J O N M L K P Q R S T U V 3x6 5x6 3x6 3x6 3x6 3x4 1.5x4 3x4 6x8 3x4 5x6 3x4 1.5x4 5x6 10-0-0 10-0-0 18-9-4 8-9-4 26-0-0 7-2-12 32-0-0 6-0-0 39-9-0 7-9-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-0-0 6-0-0 32-0-0 6-0-0 39-9-0 7-9-0 0- 5 - 0 10 - 5 - 0 10 - 9 - 1 5 0- 6 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1], [J:Edge,0-2-15], [J:0-6-8,0-0-15], [J:0-0-15,0-0-7], [L:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.50 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.02 0.25 (loc) B-O B-O J B-O l/defl >999 >727 n/a >897 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W4,W5,W8: 2x4 DF Stud/Std WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-M, F-M, G-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=651/0-5-8 (min. 0-1-8), M=2705/0-5-8 (min. 0-2-14), J=701/Mechanical Max Horz B=193(LC 11) Max UpliftB=-243(LC 12), M=-1035(LC 12), J=-253(LC 12) Max GravB=796(LC 21), M=2705(LC 1), J=811(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-953/204, C-P=-843/222, C-D=-529/243, D-E=-295/286, E-Q=-336/853, F-Q=-321/968, F-R=-257/798, G-R=-269/683, H-I=-443/196, I-S=-1050/440, J-S=-1194/421 BOT CHORD B-O=-157/743, O-T=-349/253, N-T=-349/253, N-U=-349/253, M-U=-349/253, M-V=-195/284, L-V=-195/284, K-L=-299/926, J-K=-299/926 WEBS C-O=-551/228, E-O=-489/599, E-M=-938/514, F-M=-1199/429, G-M=-974/588, G-L=-436/514, I-L=-790/490, I-K=-229/260 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 20-0-0, Exterior(2) 20-0-0 to 23-0-0, Interior(1) 23-0-0 to 39-8-4 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, with BCDL = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=243, M=1035, J=253. 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 20-067588T Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-wjlNT2gr?5Ds4AVCrJ2fBJYPRIX5q2PsC65VQIz3_sq Scale = 1:77.7 T2 T3 B1 W7 W6 W3 W1 W2 W4 W5 W8 HW2 T1 T4 B3B2 ST11ST9 ST10 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST12 ST13 ST14 ST15 ST16 A B C D E F G H I P O N M L K JAL AM AN AO AP 5x6 6x8 3x6 3x4 6x8 3x4 5x6 5x6 5x6 3x4 2x4 5x6 Special Special Special 10-0-0 10-0-0 12-10-8 2-10-8 18-9-4 5-10-12 26-0-0 7-2-12 32-0-0 6-0-0 39-9-0 7-9-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-0-0 6-0-0 32-0-0 6-0-0 39-9-0 7-9-0 0- 5 - 0 10 - 5 - 0 10 - 9 - 1 5 0- 6 - 8 6.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1], [D:0-3-0,0-3-0], [H:0-4-0,Edge], [I:Edge,0-2-15], [I:0-6-8,0-0-15], [I:0-0-15,0-0-7], [K: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 8.0 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 0.56 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.02 0.23 (loc) B-P B-P I B-P l/defl >999 >621 n/a >839 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 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* W7,W4,W5,W8: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11,ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt E-L, F-L, G-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 6-1-8 except (jt=length) B=0-5-8, I=Mechanical. (lb) - Max Horz B=193(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except B=-237(LC 8), L=-1071(LC 8), I=-256(LC 8), M=-330(LC 12), N=-237(LC 4) Max Grav All reactions 250 lb or less at joint(s) M except B=817(LC 17), L=2916(LC 1), I=798(LC 18), N=702(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1010/156, C-D=-588/181, D-E=-353/225, E-F=-207/998, F-G=-163/825, G-H=-415/260, H-I=-1165/314 BOT CHORD B-P=-146/791, P-AL=-337/205, AL-AM=-337/205, O-AM=-337/205, O-AN=-337/205, N-AN=-337/205, N-AO=-337/205, M-AO=-337/205, L-M=-337/205, L-AP=-218/259, K-AP=-218/259, J-K=-200/895, I-J=-202/899 WEBS C-P=-544/215, E-P=-302/697, E-L=-998/391, F-L=-1225/295, G-L=-973/442, G-K=-287/522, H-K=-789/363, H-J=-123/259 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 ; 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint B, 1071 lb uplift at joint L, 256 lb uplift at joint I, 330 lb uplift at joint M and 237 lb uplift at joint N. Continued on page 2 Job 20-067588T Truss A5 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:18 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-OwIlgOhTmOLjiK4OP0ZukW5aBitKZVf0Rmq3ykz3_sp NOTES- 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) 245 lb down and 131 lb up at 13-5-4, and 245 lb down and 131 lb up at 15-5-4, and 245 lb down and 131 lb up at 17-5-4 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 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-F=-86, F-I=-86, B-I=-14 Concentrated Loads (lb) Vert: AM=-245(F) AN=-245(F) AO=-245(F) Job 20-067588T Truss B1 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-s6s8uki5XiTaKTeazk57Hkdmq6C0I2S9gQacUAz3_so Scale = 1:43.1 0- 1 - 5 0- 1 - 5 T1 T2 T1 B1 W2 W1 W2 B2A B C D E F H G I J K L M 5x6 7x10 3x8 7x10 3x8 3x8 Special Special Special Special Special 8-0-0 8-0-0 12-0-0 4-0-0 16-0-0 4-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 12-0-0 4-0-0 16-0-0 4-0-0 24-0-0 8-0-0 25-0-0 1-0-0 0- 5 - 0 4- 3 - 1 1 4- 5 - 0 4- 9 - 1 5 0- 5 - 0 4- 3 - 1 1 6.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-2-7], [D:0-5-0,0-1-7], [H:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.58 0.53 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.27 0.05 0.17 (loc) G-H G-H E G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 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* T2: 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* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-5-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C-D. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=2710/0-5-8 (min. 0-1-8), E=2710/0-5-8 (min. 0-1-8) Max Horz B=82(LC 7) Max UpliftB=-1153(LC 8), E=-1153(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-5274/2232, C-I=-4495/2006, I-J=-4495/2006, D-J=-4495/2006, D-E=-5270/2231 BOT CHORD B-H=-1885/4557, H-K=-1853/4492, K-L=-1853/4492, L-M=-1853/4492, G-M=-1853/4492, E-G=-1884/4553 WEBS C-H=-826/1719, D-H=-267/275, D-G=-825/1673 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 0-8-0 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) Unbalanced roof live loads have been considered for this design. 4) 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 ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1153 lb uplift at joint B and 1153 lb uplift at joint E. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 951 lb down and 474 lb up at 8-0-0 , 313 lb down and 139 lb up at 10-0-12, 313 lb down and 139 lb up at 12-0-0, and 313 lb down and 139 lb up at 13-11-4, and 951 lb down and 474 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 20-067588T Truss B1 Truss Type Hip Girder Qty 1 Ply 2 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:20 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-LIQW54jjI0bRxdDnXRcMpxAxaVYF1ViJu4JA1cz3_sn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-86, C-D=-86, D-F=-86, B-E=-14 Concentrated Loads (lb) Vert: H=-951(F) G=-951(F) K=-313(F) L=-313(F) M=-313(F) Job 20-067588T Truss B2 Truss Type Hip Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:20 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-LIQW54jjI0bRxdDnXRcMpxA_5Vad1XgJu4JA1cz3_sn Scale = 1:43.1 0- 1 - 1 1 0- 1 - 1 1 T1 T2 T1 B1 W3 W2 W1 W2 W3 B2A B C D E F G H J I K L M N O P 4x5 5x8 3x6 5x8 1.5x4 3x4 1.5x4 3x6 10-0-0 10-0-0 14-0-0 4-0-0 24-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 14-0-0 4-0-0 19-0-0 5-0-0 24-0-0 5-0-0 25-0-0 1-0-0 0- 5 - 0 5- 3 - 5 5- 5 - 0 5- 9 - 1 5 0- 5 - 0 5- 3 - 5 6.00 12 Plate Offsets (X,Y)-- [B:0-0-15,0-1-8], [E:0-4-0,0-1-15], [G:0-0-15,0-1-8], [J:0-2-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.42 0.44 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.06 0.35 (loc) B-J B-J G B-J l/defl >999 >784 n/a >806 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 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 4-5-7 oc purlins, except 2-0-0 oc purlins (5-7-2 max.): D-E. BOT CHORD Rigid ceiling directly applied or 5-6-12 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=1288/0-5-8 (min. 0-1-8), G=1288/0-5-8 (min. 0-1-8) Max Horz B=101(LC 11) Max UpliftB=-493(LC 12), G=-493(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2042/1217, C-K=-1986/1234, C-L=-1613/1094, D-L=-1506/1111, D-M=-1353/1038, M-N=-1353/1038, E-N=-1353/1038, E-O=-1513/1118, F-O=-1620/1101, F-P=-1986/1236, G-P=-2043/1219 BOT CHORD B-J=-1049/1741, I-J=-834/1351, G-I=-1054/1742 WEBS C-J=-450/239, D-J=-370/289, E-I=-360/298, F-I=-445/235 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 10-0-0, Exterior(2) 10-0-0 to 18-2-15, Interior(1) 18-2-15 to 25-0-13 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) Provide adequate drainage to prevent water ponding. 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 493 lb uplift at joint B and 493 lb uplift at joint G. 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. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 20-067588T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-pV_uIQkL3JjIZnoz497bM9jBOvt1msQS7k3jZ3z3_sm Scale = 1:39.4 T1 T2 B1 W9 W7 W6 W2 W1 W3 W4 W8 W5 B2 A B C D E F K J I H G L M N O P Q R S T 5x6 4x5 3x6 3x8 3x6 3x8 7x10 3x4 3x8 3x8 5x6 Special Special Special Special Special Special Special Special Special 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 15-4-4 3-4-4 18-8-8 3-4-4 4-0-0 4-0-0 8-0-0 4-0-0 12-0-0 4-0-0 15-4-4 3-4-4 18-8-8 3-4-4 0- 5 - 0 6- 5 - 0 3- 0 - 1 2 6.00 12 Plate Offsets (X,Y)-- [A:0-3-0,0-2-9], [H:0-3-8,0-1-8], [I:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.32 0.63 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.14 0.04 0.07 (loc) J-K J-K G J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 234 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 4-11-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4522/0-5-8 (min. 0-2-7), G=3780/0-5-8 (min. 0-2-0) Max Horz A=167(LC 7) Max UpliftA=-1656(LC 8), G=-1334(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-7579/2706, B-C=-5455/1944, C-D=-3433/1262, D-E=-3414/1264, E-F=-2936/1064, F-G=-3584/1257 BOT CHORD A-L=-2371/6640, L-M=-2371/6640, K-M=-2371/6640, K-N=-2371/6640, N-O=-2371/6640, J-O=-2371/6640, J-P=-1655/4814, P-Q=-1655/4814, I-Q=-1655/4814, I-R=-870/2570, R-S=-870/2570, H-S=-870/2570 WEBS B-K=-670/1722, B-J=-2056/803, C-J=-887/2374, C-I=-2582/960, D-I=-1035/2681, E-I=-267/783, E-H=-1042/328, F-H=-1145/3323 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 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 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) Unbalanced roof live loads have been considered for this design. 4) 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 ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1656 lb uplift at joint A and 1334 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. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 908 lb down and 385 lb up at 1-6-12 , 684 lb down and 258 lb up at 2-5-4, 697 lb down and 245 lb up at 4-5-4, 697 lb down and 245 lb up at 6-5-4, 697 lb down and 245 lb up at 8-5-4, 697 lb down and 245 lb up at 10-5-4, 697 lb down and 245 lb up at 12-5-4, and 697 lb down and 245 lb up at 14-5-4, and 697 lb down and 245 lb up at 16-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job 20-067588T Truss B3 Truss Type Common Girder Qty 1 Ply 2 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:22 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-HhYGWmkzqdr9BxN9esequMFM8JDFVJgbMOoG5Vz3_sl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-86, D-F=-86, A-G=-14 Concentrated Loads (lb) Vert: L=-908(B) M=-684(B) N=-697(B) O=-697(B) P=-697(B) Q=-697(B) R=-697(B) S=-697(B) T=-697(B) Job 20-067588T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-lt6ej5lbbxz0o5yMCa93RaoVjjcGEtQla2Yqdxz3_sk Scale = 1:41.8 T1 T2 B1 W1 W2 W1 W2 ST6 ST4 ST5 ST3 ST2 ST1 ST4 ST5 ST3 ST2 ST1 B1 A B C D E F I H GABACADAEAF AG AH AI AJ 3x6 4x5 2x4 3x4 3x4 5x6 3x6 Special Special Special Special Special Special Special Special Special SpecialSpecial 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- 5 - 0 5- 9 - 8 6- 2 - 7 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [C:0-2-0,0-0-4], [H:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.39 0.45 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.15 0.04 0.13 (loc) A-I A-I E A-I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 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 4-5-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-10 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=1152/0-5-8 (min. 0-1-8), E=1271/0-5-8 (min. 0-1-8) Max Horz A=-108(LC 6) Max UpliftA=-551(LC 8), E=-607(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-1971/893, B-C=-1737/896, C-D=-1726/893, D-E=-1980/890 BOT CHORD A-AB=-722/1676, AB-AC=-722/1676, AC-AD=-722/1676, I-AD=-722/1676, I-AE=-412/1112, H-AE=-412/1112, H-AF=-412/1112, G-AF=-412/1112, G-AG=-717/1663, AG-AH=-717/1663, AH-AI=-717/1663, AI-AJ=-717/1663, E-AJ=-717/1663 WEBS C-G=-403/630, D-G=-420/151, C-I=-407/645, B-I=-428/154 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 ; 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 551 lb uplift at joint A and 607 lb uplift at joint E. 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 32 lb up at 0-11-4, 19 lb down and 29 lb up at 2-11-4, 19 lb down and 29 lb up at 4-11-4, 19 lb down and 29 lb up at 6-11-4, 19 lb down and 29 lb up at 8-11-4, 19 lb down and 29 lb up at 10-11-4, 19 lb down and 29 lb up at 12-11-4, 19 lb down and 29 lb up at 14-11-4, 19 lb down and 29 lb up at 16-11-4, and 19 lb down and 29 lb up at 18-11-4, and 19 lb down and 29 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 20-067588T Truss C1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:24 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-D4g1xRmEME5sQFXYmHgI_nLgS7yVzKgupiHNAOz3_sj LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-C=-86, C-F=-86, A-E=-14 Concentrated Loads (lb) Vert: I=-19(F) H=-19(F) AB=-21(F) AC=-19(F) AD=-19(F) AE=-19(F) AF=-19(F) AG=-19(F) AH=-19(F) AI=-19(F) AJ=-19(F) Job 20-067588T Truss C2 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:24 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-D4g1xRmEME5sQFXYmHgI_nLh97z9zIJupiHNAOz3_sj Scale = 1:36.7 T1 T2 B1 W1 W2 W1 W2 B1 A B C D E F I H G J K L M 3x6 4x5 3x4 3x4 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- 5 - 0 5- 9 - 8 6- 2 - 7 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [A:0-0-15,0-1-8], [E:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.35 0.34 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.04 0.12 (loc) A-I A-I E A-I 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 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-8 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=1049/0-5-8 (min. 0-1-8), E=1167/0-5-8 (min. 0-1-8) Max Horz A=-108(LC 10) Max UpliftA=-392(LC 12), E=-448(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-J=-1837/1124, B-J=-1650/1138, B-K=-1582/1121, C-K=-1467/1139, C-L=-1455/1120, D-L=-1569/1108, D-M=-1732/1118, E-M=-1823/1104 BOT CHORD A-I=-934/1538, H-I=-559/1019, G-H=-559/1019, E-G=-932/1522 WEBS C-G=-512/544, D-G=-419/165, C-I=-519/563, B-I=-429/167 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=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-9-0, Exterior(2) 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 392 lb uplift at joint A and 448 lb uplift at joint E. 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 20-067588T Truss C3 Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-hGDP8nns7YEj2O6kJ?BXW?tpYWI8ilX22M1wiqz3_si Scale = 1:35.3 T1 T2 B1 W2 W1 W1 W2 HW2B2 A B C D E H G F I J K L 3x4 4x5 3x4 3x4 1.5x4 3x4 1.5x4 5x6 7-2-0 7-2-0 14-4-0 7-2-0 21-3-0 6-11-0 5-4-8 5-4-8 10-9-0 5-4-8 16-1-8 5-4-8 21-3-0 5-1-8 0- 5 - 0 5- 9 - 8 0- 6 - 8 6.00 12 Plate Offsets (X,Y)-- [E:0-0-15,0-0-7], [E:0-6-8,0-0-15], [E:Edge,0-2-15] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.42 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 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: 88 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 WEDGE Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-0 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=1048/0-5-8 (min. 0-1-8), E=1048/Mechanical Max Horz A=101(LC 11) Max UpliftA=-393(LC 12), E=-393(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-I=-1835/1124, B-I=-1648/1137, B-J=-1580/1121, C-J=-1465/1139, C-K=-1455/1132, D-K=-1569/1114, D-L=-1634/1129, E-L=-1821/1116 BOT CHORD A-H=-945/1537, G-H=-569/1018, F-G=-569/1018, E-F=-936/1519 WEBS B-H=-429/167, C-H=-521/563, C-F=-510/548, D-F=-416/159 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-9-0, Exterior(2) 10-9-0 to 13-9-0, Interior(1) 13-9-0 to 21-2-4 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint A and 393 lb uplift at joint E. 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 20-067588T Truss CJ1 Truss Type Diagonal Hip Girder Qty 2 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:27 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-dfL9ZTo6f9URHiG7RPE?bQz2KK_?AbjKVfW1mjz3_sg Scale = 1:27.2 T1 W1 B1 W3 W2 A B C D E H G F I J K L 4x5 3x6 3x4 3x4 1.5x4 Special Special Special Special Special Special Special Special Special Special Special Special 5-7-8 5-7-8 11-3-0 5-7-8 -1-5-0 1-5-0 5-7-8 5-7-8 11-3-0 5-7-8 0- 5 - 0 4- 4 - 1 2 4- 9 - 7 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.93 0.33 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.08 0.02 (loc) G-H G-H G l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 49 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 9-1-8 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=725/Mechanical, B=778/0-7-6 (min. 0-1-8) Max Horz B=164(LC 7) Max UpliftG=-347(LC 5), B=-332(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-I=-1154/481, C-I=-1003/490, D-G=-287/112 BOT CHORD B-K=-518/1007, H-K=-518/1007, H-L=-518/1007, G-L=-518/1007 WEBS C-H=-113/290, C-G=-1021/505 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); 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 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 347 lb uplift at joint G and 332 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb up at 2-9-8, 24 lb up at 2-9-8, 15 lb down and 67 lb up at 5-7-7, 15 lb down and 67 lb up at 5-7-7, and 95 lb down and 108 lb up at 8-5-6, and 95 lb down and 108 lb up at 8-5-6 on top chord, and at 2-9-8, at 2-9-8, 15 lb down and 9 lb up at 5-7-7, 15 lb down and 9 lb up at 5-7-7, and 49 lb down and 28 lb up at 8-5-6, and 49 lb down and 28 lb up at 8-5-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) 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 + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-86, D-E=-16, B-F=-14 Concentrated Loads (lb) Vert: C=-30(F=-15, B=-15) H=-12(F=-6, B=-6) J=-189(F=-95, B=-95) L=-40(F=-20, B=-20) Job 20-067588T Truss D1 Truss Type Common Supported Gable Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:28 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-6rvXmppkPTcIvsqJ?7lE8dVQVkP2vAcUkJFbJ9z3_sf 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 Q R 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- 5 - 0 3- 9 - 0 4- 1 - 1 5 0- 5 - 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I H 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 10) 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 Corner(3) -1-0-13 to 1-11-3, Exterior(2) 1-11-3 to 6-8-0, Corner(3) 6-8-0 to 9-8-0, Exterior(2) 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) 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 20-067588T Truss D2 Truss Type Common Qty 3 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:29 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-a1Tw_9qMAnk9X0PVYqGThr2Un8fIedAdzz?8rbz3_se Scale = 1:23.6 T1 T2 B1 W1 A B C D E F G H I 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- 5 - 0 3- 9 - 0 4- 1 - 1 5 0- 5 - 0 6.00 12 Plate Offsets (X,Y)-- [B:0-0-15,0-1-8], [D:0-0-15,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.41 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.01 0.09 (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 5-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=638/0-5-8 (min. 0-1-8), B=761/0-5-8 (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=-914/615, F-G=-782/621, C-G=-775/633, C-H=-772/649, H-I=-782/635, D-I=-912/634 BOT CHORD B-E=-490/690, D-E=-490/690 WEBS C-E=-370/264 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-8-0, Exterior(2) 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 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-067588T Truss J1 Truss Type JACK-CLOSED Qty 5 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:30 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-2E1IBVr_x4s08A_i6YniD2acAXzfN55nBdkhN1z3_sd Scale = 1:26.4 T1 W1 B1 A B C D H I 1.5x4 1.5x4 4x5 8-0-0 8-0-0 -1-0-0 1-0-0 8-0-0 8-0-0 0- 5 - 0 4- 5 - 0 4- 9 - 1 5 6.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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-AS 0.76 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.34 0.02 0.36 (loc) D-G D-G B D-G l/defl >460 >280 n/a >260 L/d 360 240 n/a 240 PLATES MT20 Weight: 30 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, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)D=386/Mechanical, B=491/0-5-8 (min. 0-1-8) Max Horz B=164(LC 11) Max UpliftD=-151(LC 12), B=-186(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-299/249 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 7-10-4 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 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) D=151, B=186. 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. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job 20-067588T Truss J1A Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-WQbgPrrdiO_tmKZugFIxmG7qPxNp6YLwQHUFvUz3_sc Scale = 1:19.4 T1 B1 A B E C D2x4 5-11-11 5-11-11 -1-0-0 1-0-0 5-11-11 5-11-11 0- 5 - 0 3- 4 - 1 4 3- 9 - 1 2 3- 4 - 1 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.54 0.28 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.11 (loc) B-D B-D C B-D l/defl >999 >733 n/a >645 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 BRACING- TOP CHORD Sheathed or 5-11-11 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)C=232/Mechanical, B=408/0-5-8 (min. 0-1-8), D=40/Mechanical Max Horz B=119(LC 12) Max UpliftC=-87(LC 12), B=-138(LC 12), D=-39(LC 8) Max GravC=232(LC 1), B=408(LC 1), D=97(LC 3) 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 5-10-15 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) C, D except (jt=lb) B=138. 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 20-067588T Truss J1B Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:31 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-WQbgPrrdiO_tmKZugFIxmG7w?xQR6YLwQHUFvUz3_sc Scale = 1:14.6 T1 B1 A B E F C D 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 5 - 0 2- 4 - 1 4 2- 9 - 1 2 2- 4 - 1 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.18 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.02 (loc) B-D B-D C B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 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 3-11-11 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)C=139/Mechanical, B=315/0-5-8 (min. 0-1-8), D=26/Mechanical Max Horz B=87(LC 12) Max UpliftC=-52(LC 12), B=-113(LC 12), D=-25(LC 8) Max GravC=139(LC 1), B=315(LC 1), D=63(LC 3) 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 3-10-15 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) C, D except (jt=lb) B=113. 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 20-067588T Truss J1C Truss Type Jack-Open Qty 4 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:32 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-_c92cAsFTi6kOT84EzpAITg6PLmyr?b4fxDoSwz3_sb Scale = 1:9.7 T1 B1 A B C D2x4 1-11-11 1-11-11 -1-0-0 1-0-0 1-11-11 1-11-11 0- 5 - 0 1- 4 - 1 4 1- 9 - 1 2 1- 4 - 1 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.07 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) B B-D C B-D l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 7 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 1-11-11 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)C=55/Mechanical, B=219/0-5-8 (min. 0-1-8), D=13/Mechanical Max Horz B=55(LC 12) Max UpliftC=-17(LC 12), B=-86(LC 12), D=-13(LC 8) Max GravC=55(LC 1), B=219(LC 1), D=33(LC 3) 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 ; 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) C, 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 20-067588T Truss J2 Truss Type Jack-Closed Qty 3 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:33 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-SoiQqWttE?Eb?djHngLPrhC8Jl1VaSrDubzM_Mz3_sa Scale = 1:21.1 T1 W1 B1 A B C D E 1.5x4 1.5x4 2x4 6-4-8 6-4-8 -1-0-0 1-0-0 6-4-8 6-4-8 0- 5 - 0 3- 7 - 4 4- 0 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.64 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.12 0.00 0.14 (loc) B-D B-D D B-D l/defl >999 >597 n/a >527 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)D=294/Mechanical, B=419/0-3-8 (min. 0-1-8) Max Horz B=132(LC 11) Max UpliftD=-117(LC 9), B=-162(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-D=-251/216 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) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 6-2-12 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) D=117, B=162. 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 20-067588T Truss J3 Truss Type Jack-Open Qty 11 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:34 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-w?Gp1suV?JMSdnITLNseOulS69SzJv5M6FivWpz3_sZ Scale = 1:8.5 T1 B1 A B C D3x4 1-6-0 1-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 0- 5 - 0 1- 2 - 0 1- 6 - 1 5 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.06 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=204/0-5-8 (min. 0-1-8), D=36/Mechanical Max Horz B=91(LC 12) Max UpliftB=-137(LC 12), D=-43(LC 12) 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 ; 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=137. 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 20-067588T Truss LG01 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF7B1 ATHENS B 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 17:14:35 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5JN23teAepg_RUD?GiO2nIzEz1t-OBqBFCu7mdUJFxtfv5Ntw6Ie_Yor2L1WLvSS2Fz3_sY Scale = 1:28.6 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F I J K L 2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-10-5 7-10-5 3-11-2 3-11-2 7-10-5 3-11-2 4- 4 - 1 1 13.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 8.0 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 0.01 0.08 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: 35 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 7-10-5. (lb) - Max Horz A=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-126(LC 12), F=-126(LC 12) 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) 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) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 3-11-2, Exterior(2) 3-11-2 to 6-11-2, Interior(1) 6-11-2 to 7-6-6 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) 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=126, F=126. 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