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Home My WebLink AboutTRUSS SPECS - 18-00496 - 876 Larch Dr - New SFRJob 18-091613T Truss A1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:41 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-3I3NfxVxiiZnWuqAJ?0ZL28FnOk2PCMaCWD1Qfygip4 Scale = 1:70.9 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 T1 T1 B1B2 ST1 A B C D E F G H I J K L M N O P Q R S T U V W AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X 5x6 3x6 5x6 5x6 5x6 5x6 3x6 42-0-0 42-0-0 -1-0-0 1-0-0 21-0-0 21-0-0 42-0-0 21-0-0 43-0-0 1-0-0 0- 4 - 1 9- 1 - 1 9- 5 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [R:0-3-0,0-3-0], [AD:0-3-0,0-3-0], [AJ:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) V V V l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 240 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST10,ST9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt L-AG MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 42-0-0. (lb) - Max Horz B=162(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, V, X Max Grav All reactions 250 lb or less at joint(s) B, AG, AH, AI, AJ, AK, AL, AM, AN, AO, AF, AE, AD, AC, AB, AA, Z, Y, V except AP=272(LC 19), X=272(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, V, X. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss A2 Truss Type Common Qty 5 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-y3JuVJYRmx3C?W8yYr5VVuJlz?wVLteA78BEZQygip0 Scale = 1:70.2 T2 T2 B1 W1 W2 W3 W4 W1 W2W3 W4T1 T1 B1B2B2B2AB C D E F G H I M L K JNOPQRS 5x6 4x8 5x8 5x8 3x6 5x8 5x8 5x8 3x6 5x8 4x8 8-4-13 8-4-13 16-9-10 8-4-13 25-2-6 8-4-13 33-7-3 8-4-13 42-0-0 8-4-13 -1-0-0 1-0-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 35-0-0 7-0-0 42-0-0 7-0-0 43-0-0 1-0-0 0- 4 - 1 9- 1 - 1 9- 5 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-4], [C:0-4-0,0-3-4], [G:0-4-0,0-3-4], [H:0-0-0,0-0-4], [J:0-4-0,0-3-4], [K:0-4-0,0-3-0], [L:0-4-0,0-3-0], [M:0-4-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.77 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.65 0.20 0.20 (loc) K-L K-L H K-L l/defl >999 >772 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 7-2-2 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=2145/0-3-8 (min. 0-2-5), H=2145/0-3-8 (min. 0-2-5) Max Horz B=162(LC 8) Max UpliftB=-425(LC 8), H=-425(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-4521/840, C-D=-4264/848, D-E=-3245/655, E-F=-3245/655, F-G=-4264/848, G-H=-4521/840 BOT CHORD B-M=-852/4058, M-N=-593/3271, N-O=-593/3271, L-O=-593/3271, L-P=-314/2435, P-Q=-314/2435, K-Q=-314/2435, K-R=-432/3271, R-S=-432/3271, J-S=-432/3271, H-J=-690/4058 WEBS E-K=-284/1053, F-K=-926/363, F-J=-216/828, G-J=-513/246, E-L=-284/1053, D-L=-926/363, D-M=-215/828, C-M=-513/246 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=425, H=425. 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 18-091613T Truss B1GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:47 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-uSQew?aiHYKwEpHKfG7zaJOGKonWpwyTaSgLdJygip_ Scale = 1:68.6 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 HW2 T1 T3 B3B2 ST1 A B C D E F G H I J K L M N O P Q R S T U V AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X W 5x6 3x6 5x6 5x6 5x6 5x6 3x8 39-7-8 39-7-8 -1-0-0 1-0-0 20-0-0 20-0-0 39-7-8 19-7-8 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 6 - 7 6.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [R:0-3-0,0-3-0], [V:0-0-8,0-1-0], [V:0-3-8,Edge], [V:0-1-0,0-6-11], [AC:0-3-0,0-3-0], [AI:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) A A V l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST10,ST9,ST8: 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt L-AF, K-AG, M-AE MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 39-7-8. (lb) - Max Horz B=194(LC 12) Max Uplift All uplift 100 lb or less at joint(s) B, AG, AH, AI, AJ, AK, AL, AM, AN, AO, AE, AD, AC, AB, AA, Z, Y, X, W Max Grav All reactions 250 lb or less at joint(s) B, AF, AG, AH, AI, AJ, AK, AL, AM, AN, AO, AE, AD, AC, AB, AA, Z, Y, X, V, W FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD K-L=-56/262, L-M=-56/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AG, AH, AI, AJ, AK, AL, AM, AN, AO, AE, AD, AC, AB, AA, Z, Y, X, W. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss B2 Truss Type Common Qty 11 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-qqYPLgcypAaeU7RjnhARfkTUCcIbHn6m2m9ShBygioy Scale = 1:66.1 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 HW2 T1 T3 B3B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 3x4 5x8 5x6 4x8 3x4 3x4 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 39-7-8 9-7-8 -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 39-7-8 6-3-8 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 6 - 7 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-3-0,0-3-0], [I:0-1-4,0-2-0], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.69 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.56 0.16 0.13 (loc) J-K J-K I B-L l/defl >999 >838 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 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 SLIDER Right 2x4 DF Stud/Std 3-4-2 BRACING- TOP CHORD Sheathed or 2-9-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-1 oc bracing. WEBS 1 Row at midpt D-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2038/0-5-8 (min. 0-2-3), I=1926/Mechanical Max Horz B=194(LC 8) Max UpliftB=-399(LC 8), I=-362(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3647/677, C-D=-3248/623, D-E=-2275/475, E-F=-2277/476, F-G=-3184/612, G-H=-3340/664, H-I=-3535/649 BOT CHORD B-L=-700/3133, L-M=-472/2551, M-N=-472/2551, K-N=-472/2551, K-O=-311/2535, O-P=-311/2535, J-P=-311/2535, I-J=-505/3037 WEBS C-L=-488/252, D-L=-108/557, D-K=-927/359, E-K=-263/1408, F-K=-910/357, F-J=-95/496, G-J=-437/238 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) 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=399, I=362. 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 18-091613T Truss B3 Truss Type Common Qty 9 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:51 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-mDg9mMdCLnqMjRb5u6Cvl9ZqhQ_Elha2V4eYl4ygiow Scale = 1:67.1 T2 T2 B1 W1 W2 W3 W4 W2 W3 W4T1 T1 B1B2B2AB C D E F G H I L K JMNOP 5x6 5x6 5x8 5x8 3x4 5x8 5x8 3x4 5x8 5x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 -1-0-0 1-0-0 6-8-0 6-8-0 13-4-0 6-8-0 20-0-0 6-8-0 26-8-0 6-8-0 33-4-0 6-8-0 40-0-0 6-8-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [C:0-4-0,0-3-0], [G:0-4-0,0-3-0], [H:0-1-11,Edge], [J:0-4-0,0-3-0], [K:0-4-0,0-3-4], [L:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.62 0.68 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.56 0.16 0.13 (loc) J-K J-K H B-L l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W4: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 2-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt F-K, D-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=2046/0-5-8 (min. 0-2-3), H=2046/0-5-8 (min. 0-2-3) Max Horz B=-186(LC 9) Max UpliftB=-400(LC 8), H=-400(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-3665/679, C-D=-3267/625, D-E=-2293/478, E-F=-2293/478, F-G=-3267/626, G-H=-3665/680 BOT CHORD B-L=-693/3150, L-M=-465/2567, M-N=-465/2567, K-N=-465/2567, K-O=-306/2567, O-P=-306/2567, J-P=-306/2567, H-J=-508/3150 WEBS E-K=-264/1418, F-K=-927/359, F-J=-108/558, G-J=-488/252, D-K=-927/359, D-L=-108/558, C-L=-488/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=400, H=400. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss B4GE Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:53 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-jcovB2fStO44yklU0XENqaeIpDqzDeRLzO7fqzygiou Scale = 1:69.5 T2 T2 B1 ST10ST9ST8ST7ST6ST5ST4ST3ST2ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 T1 T1 B1B2 ST1 A B C D E F G H I J K L M N O P Q R S T U V W AP AO AN AM AL AK AJ AI AH AG AF AE AD AC AB AA Z Y X 5x6 3x6 5x6 5x6 5x6 5x6 3x6 40-0-0 40-0-0 -1-0-0 1-0-0 20-0-0 20-0-0 40-0-0 20-0-0 41-0-0 1-0-0 0- 4 - 3 10 - 4 - 3 10 - 9 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [F:0-3-0,0-3-0], [R:0-3-0,0-3-0], [AD:0-3-0,0-3-0], [AJ:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.01 (loc) W W V l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except* ST10,ST9,ST8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt L-AG, K-AH, M-AF MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 40-0-0. (lb) - Max Horz B=-186(LC 9) Max Uplift All uplift 100 lb or less at joint(s) B, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, V, X Max Grav All reactions 250 lb or less at joint(s) B, AG, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, V, X FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD K-L=-56/270, L-M=-56/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, AH, AI, AJ, AK, AL, AM, AN, AO, AP, AF, AE, AD, AC, AB, AA, Z, Y, V, X. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss C1GRD Truss Type GABLE Qty 1 Ply 3 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:57 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-bN1Q0PizxdaVRM2FFMJJ_Qpq8qy29Ggxu?5tzkygioq Scale = 1:41.7 T1 T1 B1 W1 W2 W3 W4 W5 W2W3 W4 W5 ST3 ST4 ST1 ST2 ST3 ST4 ST1 ST2 B2HW1 HW2A B C D E F G L K J I HYZAAABACAD AE AF 5x6 5x6 6x8 5x6 5x6 8x12 MT20HS12x12 4x8 3x8 4x12 4x8 7x10 3x8 4x12 2x4 2x4 2x4 2x4 3-11-1 3-11-1 7-10-3 3-11-1 11-9-4 3-11-1 15-8-5 3-11-1 19-7-7 3-11-1 23-6-8 3-11-1 3-11-1 3-11-1 7-10-3 3-11-1 11-9-4 3-11-1 15-8-5 3-11-1 19-7-7 3-11-1 23-6-8 3-11-1 0- 4 - 3 6- 2 - 1 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-1-10,Edge], [A:0-7-10,0-2-12], [G:0-1-10,Edge], [G:0-7-10,0-2-12], [I:0-6-0,0-4-8], [K:0-3-8,0-4-8], [P:0-1-13,0-0-12], [X:0-1-13,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.97 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.41 0.13 0.15 (loc) J-K J-K G J-K l/defl >940 >675 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 456 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std, Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=11432/0-5-8 (min. 0-4-1), G=11857/0-5-8 (min. 0-4-3) Max Horz A=-103(LC 9) Max UpliftA=-2207(LC 8), G=-2290(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-22224/4275, B-C=-18196/3513, C-D=-13699/2675, D-E=-13699/2675, E-F=-18092/3493, F-G=-22211/4274 BOT CHORD A-Y=-3854/19678, L-Y=-3854/19678, L-Z=-3854/19678, K-Z=-3854/19678, K-AA=-3124/16237, J-AA=-3124/16237, J-AB=-3012/16143, I-AB=-3012/16143, I-AC=-3752/19672, AC-AD=-3752/19672, H-AD=-3752/19672, H-AE=-3752/19672, AE-AF=-3752/19672, G-AF=-3752/19672 WEBS D-J=-2283/11817, E-J=-5563/1168, E-I=-1058/5542, F-I=-3947/833, F-H=-653/3565, C-J=-5695/1194, C-K=-1085/5678, B-K=-3849/812, B-L=-639/3497 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=2207 , G=2290. Continued on page 2 Job 18-091613T Truss C1GRD Truss Type GABLE Qty 1 Ply 3 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:57 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-bN1Q0PizxdaVRM2FFMJJ_Qpq8qy29Ggxu?5tzkygioq NOTES- 12) 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. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1912 lb down and 376 lb up at 2-0-12, 1912 lb down and 376 lb up at 4-0-12, 1912 lb down and 376 lb up at 6-0-12, 1912 lb down and 376 lb up at 8-0-12, 1912 lb down and 376 lb up at 10-0-12, 1912 lb down and 376 lb up at 12-0-12, 1912 lb down and 376 lb up at 14-0-12, 1912 lb down and 376 lb up at 16-0-12, 1912 lb down and 376 lb up at 18-0-12, and 1912 lb down and 376 lb up at 20-0-12, and 1912 lb down and 376 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: J=-1912(B) K=-1912(B) L=-1912(B) Y=-1912(B) Z=-1912(B) AA=-1912(B) AB=-1912(B) AC=-1912(B) AD=-1912(B) AE=-1912(B) AF=-1912(B) Job 18-091613T Truss CJ1 Truss Type Diagonal Hip Girder Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:24:59 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-Xm9AR5jDTEqDhfCeMnLn3ruHOer1dJEELJa_1cygioo Scale = 1:17.7 T1 W1 B1 W3 W2 A B C D F E G H I J 1.5x4 4x5 3x4 3x4 1.5x4 4-1-2 4-1-2 8-2-3 4-1-2 -1-5-0 1-5-0 4-1-2 4-1-2 8-2-3 4-1-2 0- 4 - 0 2- 6 - 0 2- 1 0 - 3 3.18 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.17 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.01 0.01 (loc) F E-F E F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 33 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)E=401/Mechanical, B=564/0-8-6 (min. 0-1-8) Max Horz B=107(LC 4) Max UpliftE=-123(LC 8), B=-183(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-G=-829/168, C-G=-748/177 BOT CHORD B-I=-232/750, F-I=-232/750, F-J=-232/750, E-J=-232/750 WEBS C-E=-779/241 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) E=123, B=183. 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) 15 lb down and 18 lb up at 2-9-8, 15 lb down and 18 lb up at 2-9-8, and 33 lb down and 66 lb up at 5-7-7, and 33 lb down and 66 lb up at 5-7-7 on top chord, and 2 lb down at 2-9-8, 2 lb down at 2-9-8, and 16 lb down at 5-7-7, and 16 lb down at 5-7-7 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=-84, B-E=-14 Concentrated Loads (lb) Vert: H=-47(F=-23, B=-23) J=-13(F=-7, B=-7) Job 18-091613T Truss D1GE Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:01 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-U8HxsnlU_s4xwzM0UCNF8GzfoSZw5H9Xod346Vygiom Scale = 1:23.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 A B C D E F G H I N M L K J 4x5 3x4 3x4 12-6-8 12-6-8 -1-0-0 1-0-0 6-3-4 6-3-4 12-6-8 6-3-4 13-6-8 1-0-0 0- 4 - 3 3- 5 - 1 3 3- 1 1 - 9 0- 4 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.02 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) I I H l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 51 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 12-6-8. (lb) - Max Horz B=65(LC 8) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) 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 18-091613T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:03 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-QXOhHTmkWTLf9HWPbdQjEh3zEFD6ZBDpGxYBANygiok Scale = 1:15.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-2-4 4-2-4 -1-0-0 1-0-0 4-2-4 4-2-4 6-0-0 1-9-12 0- 4 - 0 2- 7 - 0 2- 1 1 - 4 1- 7 - 1 4 0- 3 - 8 2- 7 - 0 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 4-2-4 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)B=277/0-3-8 (min. 0-1-8), E=371/0-1-8 (min. 0-1-8) Max Horz B=102(LC 4) Max UpliftB=-71(LC 4), E=-127(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C-E=-343/144 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=127. 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 18-091613T Truss E2 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:05 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-MvWSi8o_24bNPafoj2SBJ68JH3va15j6jF1IFGygioi Scale = 1:12.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 4-2-4 4-2-4 -1-0-0 1-0-0 4-2-4 4-2-4 4-5-0 0-2-12 0- 4 - 0 1- 1 1 - 1 4 2- 4 - 2 1- 7 - 1 4 0- 3 - 8 1- 1 1 - 1 4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.10 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) B-E B-E B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 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 4-2-4 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)B=312/0-3-8 (min. 0-1-8), E=186/0-1-8 (min. 0-1-8) Max Horz B=83(LC 4) Max UpliftB=-91(LC 4), E=-64(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, 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 18-091613T Truss E3 Truss Type Monopitch Qty 14 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:06 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-q64qvUpcpOjE0kE_GlzQrKhPDTD0mYzGyvnrniygioh Scale = 1:16.3 T1 W1 B1 A B C D 1.5x4 2x4 1.5x4 5-10-8 5-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 6-0-0 0-1-8 0- 4 - 0 2- 7 - 0 2- 1 1 - 4 2- 3 - 8 0- 3 - 8 2- 7 - 0 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.09 0.00 0.00 (loc) B-D B-D B l/defl >999 >723 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 21 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 5-10-8 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)B=391/0-3-8 (min. 0-1-8), D=269/0-1-8 (min. 0-1-8) Max Horz B=104(LC 4) Max UpliftB=-103(LC 4), D=-82(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D except (jt=lb) B=103. 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 18-091613T Truss F1 Truss Type Monopitch Qty 4 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:08 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-mUCaKAqtL?zxG2OMOA?uxlmszGxZESSZQDGysbygiof Scale = 1:8.5 T1 W1 B1 A B C D 1.5x4 1.5x4 2x4 1-10-8 1-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-0 0-1-8 0- 4 - 1 1- 2 - 1 1- 6 - 1 3 0- 1 0 - 9 0- 3 - 8 1- 2 - 1 5.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B B B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 8 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 1-10-8 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=60/0-1-8 (min. 0-1-8), B=209/0-5-8 (min. 0-1-8) Max Horz B=47(LC 8) Max UpliftD=-19(LC 8), B=-58(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) Gable studs spaced at 2-0-0 oc. 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) Bearing at joint(s) D considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, B. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss J1 Truss Type Jack-Open Qty 1 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:09 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-FhmyXWrV6J5otCzZyuX7TyIwcgElzviiet?VO1ygioe Scale = 1:15.1 T1 B1 A B C D 2x4 5-10-8 5-10-8 -1-0-0 1-0-0 5-10-8 5-10-8 0- 4 - 0 2- 6 - 7 2- 1 0 - 1 1 2- 2 - 2 2- 6 - 7 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.53 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.09 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >739 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 18 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 5-10-8 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=227/Mechanical, B=389/0-3-8 (min. 0-1-8), D=431/Mechanical Max Horz B=104(LC 4) Max UpliftC=-106(LC 8), B=-103(LC 4), D=-105(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) C=106, B=103, D=105. 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) 392 lb down and 133 lb up at 5-9-12 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-C=-84, B-D=-14 Concentrated Loads (lb) Vert: D=-392(F) Job 18-091613T Truss J1A Truss Type Jack-Open Qty 2 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:11 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-B3tjyCtlewLW7V7x3JZbYNOLJUyARpC?6BUcSwygioc Scale = 1:11.7 T1 B1 A B C D 2x4 3-11-11 3-11-11 -1-0-0 1-0-0 3-11-11 3-11-11 0- 4 - 0 1- 9 - 1 4 2- 2 - 2 1- 5 - 9 1- 9 - 1 4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.19 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) B-D B-D C B l/defl >999 >999 n/a **** 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=142/Mechanical, B=301/0-3-8 (min. 0-1-8), D=26/Mechanical Max Horz B=76(LC 4) Max UpliftC=-68(LC 8), B=-91(LC 4) Max GravC=142(LC 1), B=301(LC 1), D=64(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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 18-091613T Truss J1B Truss Type Jack-Open Qty 2 Ply 1 KARTCHNER HOMES SI307 Job Reference (optional) 8.220 s Jul 21 2018 MiTek Industries, Inc. Wed Sep 5 09:25:12 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:UwzdjBEjbvXzN?dbg1DnTVzAdMp-fGR5AYtNPETNkfi8d04r5bwY?tJSAGS8KrEA?Mygiob Scale: 1.5"=1' 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- 4 - 0 1- 0 - 1 4 1- 5 - 2 0- 8 - 9 1- 0 - 1 4 4.50 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 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 l/defl >999 >999 n/a **** 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=56/Mechanical, B=211/0-3-8 (min. 0-1-8), D=14/Mechanical Max Horz B=48(LC 4) Max UpliftC=-28(LC 8), B=-77(LC 4) Max GravC=56(LC 1), B=211(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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) C, B. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard