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Home My WebLink AboutTRUSS SPECS - 20-00629 - 841 S 2380 W - New SFRJob 20-078435T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-_aHNO0gd__udQHdvQXM8uItzfTeM3lankdMucfyxpw7 Scale: 3/16"=1' T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T1 B1B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2 ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I J K P O N M L BA BB BC BD BE BF BG BH 5x6 5x6 3x8 3x4 3x4 3x4 3x4 5x6 5x6 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [J:0-1-11,Edge], [M:0-3-0,0-3-4], [O:0-3-0,0-3-4] 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 0.51 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.12 (loc) L-N L-N J N l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 278 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 *Except* W1,W2: 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 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-13 oc bracing. WEBS 1 Row at midpt G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), J=1948/0-5-8 (min. 0-2-1) Max Horz B=211(LC 11) Max UpliftB=-339(LC 12), J=-339(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BA=-3473/1139, C-BA=-3370/1153, C-D=-3093/1073, D-E=-2875/1087, E-BB=-2175/874, F-BB=-2045/889, F-BC=-2045/889, G-BC=-2175/874, G-H=-2875/1087, H-I=-3093/1073, I-BD=-3370/1153, J-BD=-3473/1139 BOT CHORD B-P=-878/2984, P-BE=-645/2433, O-BE=-645/2433, O-BF=-645/2433, N-BF=-645/2433, N-BG=-651/2433, M-BG=-651/2433, M-BH=-651/2433, L-BH=-651/2433, J-L=-881/2984 WEBS F-N=-488/1345, G-N=-879/422, G-L=-130/549, I-L=-460/276, E-N=-879/422, E-P=-130/549, C-P=-460/276 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-13, Exterior(2) 2-8-13 to 19-0-0, Corner(3) 19-0-0 to 22-9-10, Exterior(2) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical 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=339, J=339. 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 20-078435T Truss A2 Truss Type GABLE Qty 8 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:13 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-O8zV12jWGvGBHkMU5fvrWxVTugg3GAiDQbaYD_yxpw4 Scale: 3/16"=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 5x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 38-0-0 6-4-0 39-0-0 1-0-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [J:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.51 0.61 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.15 0.11 (loc) L-N L-N J N l/defl >999 >952 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 179 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 *Except* W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. WEBS 1 Row at midpt G-N, E-N MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1948/0-5-8 (min. 0-2-1), J=1948/0-5-8 (min. 0-2-1) Max Horz B=-211(LC 10) Max UpliftB=-339(LC 12), J=-339(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-Q=-3473/610, C-Q=-3370/624, C-D=-3093/578, D-E=-2875/590, E-R=-2175/482, F-R=-2045/503, F-S=-2045/503, G-S=-2175/482, G-H=-2875/590, H-I=-3093/578, I-T=-3370/624, J-T=-3473/610 BOT CHORD B-P=-456/2984, P-U=-308/2433, O-U=-308/2433, O-V=-308/2433, N-V=-308/2433, N-W=-323/2433, M-W=-323/2433, M-X=-323/2433, L-X=-323/2433, J-L=-463/2984 WEBS F-N=-262/1345, G-N=-879/253, G-L=-48/549, I-L=-460/177, E-N=-879/253, E-P=-48/549, C-P=-460/177 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-13, Interior(1) 2-8-13 to 19-0-0, Exterior(2) 19-0-0 to 22-9-10, Interior(1) 22-9-10 to 39-0-13 zone; cantilever left and right exposed ; end vertical 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=339, J=339. 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 20-078435T Truss A3 Truss Type Common Qty 10 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:15 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-KX5GSjkmoXWvX2VtD4yJbMao?ULXk37Wuv3fHtyxpw2 Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2A B 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 5x6 3x4 1.5x4 3x4 3x8 3x4 3x4 1.5x4 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.61 0.33 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.11 (loc) M-O M-O J M l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 176 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 *Except* W2,W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-3 oc bracing. WEBS 1 Row at midpt E-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=1946/0-5-8 (min. 0-2-1), J=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-339(LC 12), J=-285(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-3469/609, C-P=-3366/623, C-D=-3089/576, D-E=-2871/589, E-Q=-2170/488, F-Q=-2040/503, F-R=-2040/509, G-R=-2170/494, G-H=-2863/613, H-I=-3081/591, I-S=-3306/651, J-S=-3431/639 BOT CHORD B-O=-480/2979, O-T=-339/2429, N-T=-339/2429, N-U=-339/2429, M-U=-339/2429, M-V=-335/2425, L-V=-335/2425, L-W=-335/2425, K-W=-335/2425, J-K=-498/2962 WEBS C-O=-460/177, E-O=-48/549, E-M=-879/253, F-M=-266/1341, G-M=-875/252, G-K=-68/542, I-K=-450/193 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=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-13 to 2-8-8, Interior(1) 2-8-8 to 19-0-0, Exterior(2) 19-0-0 to 22-9-5, Interior(1) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical 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=339, J=285. 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 20-078435T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:17 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-HwD0sPm0K8mdmMfFKV_ngnf8VH1?CvBpLDYmMlyxpw0 Scale = 1:63.2 T2 T2 B1 W4 W3 W2 W1 W2 W3 W4 T1 T3 B3B2 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4ST2ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST5 ST3 ST4 ST2 ST1 A B C D E F G H I J O N M L K AZ BA BB BC BD BE BF BG 5x6 5x6 3x4 3x4 3x8 3x4 3x4 5x6 5x6 5x6 5x6 5x6 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 37-9-0 9-3-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 19-0-0 6-4-0 25-4-0 6-4-0 31-8-0 6-4-0 37-9-0 6-1-0 0- 4 - 3 9- 1 0 - 3 10 - 3 - 1 5 0- 5 - 1 1 6.00 12 Plate Offsets (X,Y)-- [B:0-1-11,Edge], [D:0-3-0,0-3-0], [H:0-3-0,0-3-0], [L:0-3-0,0-3-4], [N:0-3-0,0-3-4] 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 0.53 0.61 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.47 0.14 0.13 (loc) M-O M-O J J-K l/defl >999 >953 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 276 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 *Except* W2,W1: 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 3-0-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-8-6 oc bracing. WEBS 1 Row at midpt E-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=1946/0-5-8 (min. 0-2-1), J=1834/Mechanical Max Horz B=208(LC 11) Max UpliftB=-339(LC 12), J=-285(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AZ=-3469/1137, C-AZ=-3366/1151, C-D=-3089/1071, D-E=-2871/1085, E-BA=-2170/872, F-BA=-2040/887, F-BB=-2040/896, G-BB=-2170/882, G-H=-2863/1122, H-I=-3081/1100, I-BC=-3306/1195, J-BC=-3431/1182 BOT CHORD B-O=-905/2979, O-BD=-674/2429, N-BD=-674/2429, N-BE=-674/2429, M-BE=-674/2429, M-BF=-668/2425, L-BF=-668/2425, L-BG=-668/2425, K-BG=-668/2425, J-K=-942/2962 WEBS C-O=-460/275, E-O=-129/549, E-M=-879/422, F-M=-494/1341, G-M=-875/421, G-K=-159/542, I-K=-450/302 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=38ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-13 to 2-8-8, Exterior(2) 2-8-8 to 19-0-0, Corner(3) 19-0-0 to 22-9-5, Exterior(2) 22-9-5 to 37-8-4 zone; cantilever left and right exposed ; end vertical 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=339, J=285. 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 20-078435T Truss B1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:19 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-DIKmH5nHsl0L?gpeSw0FmCkS75hmgjk6pW1tQeyxpw_ Scale = 1:50.8 T1 T1 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 ST1 ST1 ST2 ST3 ST4 B1 HW1 HW2A B C D E F G L K J I H8x12 MT20HS 9x12 MT18HS 8x12 MT20HS 3x8 4x12 12x12 4x12 12x12 4x12 12x12 3x8 4x12 3x6 3x6 Special Special Special Special Special Special Special Special Special Special Special Special 2-11-0 2-11-0 6-11-0 4-0-0 10-11-0 4-0-0 14-11-0 4-0-0 18-11-0 4-0-0 21-10-0 2-11-0 2-11-0 2-11-0 6-11-0 4-0-0 10-11-0 4-0-0 14-11-0 4-0-0 18-11-0 4-0-0 21-10-0 2-11-0 0- 6 - 3 7- 9 - 8 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [A:0-3-3,Edge], [G:0-3-4,Edge], [I:0-3-8,0-6-0], [K:0-3-8,0-6-0], [T: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 0.65 0.72 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.30 0.08 0.10 (loc) I-J I-J G I-J l/defl >999 >854 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS MT18HS Weight: 335 lb FT = 20% GRIP 220/195 165/146 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 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: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=10354/0-5-8 (min. 0-5-8), G=10354/0-5-8 (min. 0-5-8) Max Horz A=-162(LC 6) Max UpliftA=-1614(LC 8), G=-1614(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14907/2329, B-C=-12562/1998, C-D=-9409/1555, D-E=-9409/1555, E-F=-12567/1999, F-G=-14915/2330 BOT CHORD A-L=-1841/11964, K-L=-1841/11964, J-K=-1551/10398, I-J=-1552/10403, H-I=-1843/11975, G-H=-1843/11975 WEBS B-L=-349/2418, B-K=-1775/323, C-K=-678/4500, C-J=-4064/703, D-J=-1623/9975, E-J=-4069/704, E-I=-679/4505, F-I=-1781/324, F-H=-347/2416 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 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; 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=1614 , G=1614. Continued on page 2 Job 20-078435T Truss B1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:20 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-hVu9VRovd38CdpOq?dXUIPHdtV1?PA_F1AnQy4yxpvz 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) Girder carries tie-in span(s): 38-0-0 from 0-0-0 to 21-10-0 14) Special hanger(s) or other connection device(s) shall be provided starting at 0-2-12 from the left end to 21-7-4 sufficient to connect truss(es) (1 ply 2x4 DF) to front face of bottom chord. The design/selection of such special 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=-885(F=-871) Job 20-078435T Truss C1GE Truss Type Common Qty 1 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:21 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-9hSXinpXONG3Fzz0ZL3krdqxguX18s7OGqWzUWyxpvy Scale = 1:27.5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 HW1 HW1 A B C D E F G H I N M L K J 4x5 3x4 3x8 3x4 3x8 11-4-0 11-4-0 -1-0-0 1-0-0 5-8-0 5-8-0 11-4-0 5-8-0 12-4-0 1-0-0 0- 6 - 3 4- 3 - 8 4- 9 - 9 0- 6 - 3 8.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-12], [B:0-1-15,Edge], [H:Edge,0-0-12], [H:0-1-15,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.03 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: 53 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 WEDGE Left: 2x4 DF Stud/Std , 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 11-4-0. (lb) - Max Horz B=100(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, H, M, N, K, J Max Grav All reactions 250 lb or less at joint(s) B, H, L, M, N, K, J FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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) -1-1-0 to 1-8-0, Exterior(2) 1-8-0 to 5-8-0, Corner(3) 5-8-0 to 8-8-0, Exterior(2) 8-8-0 to 12-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B, H, M, N, K, J. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 20-078435T Truss D1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:23 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-54aH7Tqnw_XnUH7Phm5Cw2vEtiDGck4hk8?4YPyxpvw Scale = 1:13.7 T1 B1 W1 A B C D E F 2x4 1.5x4 1.5x4 3-0-0 3-0-0 -1-0-0 1-0-0 2-10-8 2-10-8 5-0-0 2-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 5 - 8 0- 3 - 8 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 0.28 0.04 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 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: 14 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 2-10-8 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)B=184/0-3-8 (min. 0-1-8), E=362/0-1-8 (min. 0-1-8) Max Horz B=92(LC 12) Max UpliftB=-37(LC 8), E=-158(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-E=-343/364 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=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-10 to 1-11-6, Exterior(2) 1-11-6 to 5-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) E 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) E. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) B except (jt=lb) E=158. 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 20-078435T Truss D2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:25 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-2Sh2Y8s2SbnUkbGooB7g?T_dSWvk4gl_BSUBdIyxpvu Scale = 1:9.9 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 3-0-0 3-0-0 -1-0-0 1-0-0 2-10-8 2-10-8 3-0-0 0-1-8 0- 4 - 0 1- 5 - 8 1- 9 - 1 2 1- 2 - 0 0- 3 - 8 1- 5 - 8 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 0.08 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) B-D B-D D B l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 11 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 2-10-8 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=255/0-3-8 (min. 0-1-8), D=110/0-1-8 (min. 0-1-8) Max Horz B=49(LC 9) Max UpliftB=-79(LC 12), D=-14(LC 9) 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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 2-10-4 zone; cantilever left and right exposed ; end vertical 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) 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) B, D. 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 20-078435T Truss D3 Truss Type Monopitch Qty 9 Ply 1 KARTCHNER HOMES SF16B13 Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 11:25:26 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:5V_GdFUFeZnwtI7AgSVKM7zdzW3-WfFQlUtgCvvLLkr_MuevYgXkEvDQp7?7Q6Ek9kyxpvt Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 5-0-0 5-0-0 -1-0-0 1-0-0 4-10-8 4-10-8 5-0-0 0-1-8 0- 4 - 0 2- 2 - 8 2- 6 - 1 2 1- 1 1 - 0 0- 3 - 8 2- 2 - 8 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 0.34 0.14 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 0.00 0.00 (loc) B-D B-D D 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 4-10-8 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=344/0-3-8 (min. 0-1-8), D=218/0-1-8 (min. 0-1-8) Max Horz B=78(LC 9) Max UpliftB=-88(LC 12), D=-32(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) -1-0-10 to 1-11-6, Interior(1) 1-11-6 to 4-10-4 zone; cantilever left and right exposed ; end vertical 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) 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) B, D. 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