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Home My WebLink AboutTRUSS SPECS - 20-00628 - 2467 W 880 S - New SFRJob 20-078437T Truss A1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:48 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-4n?fBnVil1sgfZuCK?4cYumTTVNBYhI3R_mkIjyxolT 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=-3089/1073, 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 20-078437T Truss A2 Truss Type Hip Qty 10 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:50 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-096PcTXyHe6Ous2aRQ64dJrpzJ2f0fzLuIFqNcyxolR 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 0.35 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 9-2-3 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=-3469/630, C-P=-3366/644, C-D=-3089/598, D-E=-2871/610, E-Q=-2170/503, F-Q=-2040/524, F-R=-2040/530, G-R=-2170/509, G-H=-2863/634, H-I=-3081/612, I-S=-3306/672, J-S=-3431/660 BOT CHORD B-O=-509/2979, O-T=-372/2429, N-T=-372/2429, N-U=-372/2429, M-U=-372/2429, M-V=-358/2425, L-V=-358/2425, L-W=-358/2425, K-W=-358/2425, J-K=-516/2962 WEBS C-O=-460/177, E-O=-48/549, E-M=-879/272, F-M=-279/1341, G-M=-875/272, G-K=-67/542, 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 24-4-1, Interior(1) 24-4-1 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 20-078437T Truss A3 Truss Type Common Qty 8 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:52 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-zYE918YDpFN67ACzZq9YikwAr6k7UZoeMckxRUyxolP 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 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-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 20-078437T Truss A4 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:55 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-N7wIfAb56Alh_ewYEziFKMYh5Klqhr952azb2pyxolM 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=-3093/1075, 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=-3093/1075, 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 20-078437T Truss B1 Truss Type GABLE Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:57 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-JW124scLeo?PEx4xLOkjPnd6I7as9t3NVuSi7iyxolK Scale = 1:41.7 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M V U T S R Q P O N W X Y Z 4x5 3x4 5x6 3x4 24-0-0 24-0-0 -1-0-0 1-0-0 12-0-0 12-0-0 24-0-0 12-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [R: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 0.14 0.06 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) M M L l/defl n/r n/r n/a L/d 120 120 n/a 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 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 24-0-0. (lb) - Max Horz B=78(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, S, T, U, V, Q, P, O, L, N Max Grav All reactions 250 lb or less at joint(s) R, S, T, U, Q, P, O except B=269(LC 1), V=375(LC 21), L=269(LC 1), N=375(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS C-V=-299/168, K-N=-299/168 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) -1-0-11 to 1-11-5, Exterior(2) 1-11-5 to 12-0-0, Corner(3) 12-0-0 to 15-0-0, Exterior(2) 15-0-0 to 25-0-11 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, S, T, U, V, Q, P, O, L, N. 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 20-078437T Truss B2 Truss Type Hip Qty 5 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:44:59 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-Gu9pVYec9PF6TFEJTpnBUCjOGxAXdkygzCxpBayxolI Scale = 1:41.7 T1 T1 B1 W1 W2 W1 W2 B2A B C D E F G I H J K L M 5x6 3x6 5x6 1.5x4 3x4 1.5x4 3x6 8-0-0 8-0-0 16-0-0 8-0-0 24-0-0 8-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 18-0-0 6-0-0 24-0-0 6-0-0 25-0-0 1-0-0 0- 4 - 1 5- 4 - 1 5- 8 - 1 3 0- 4 - 1 5.00 12 Plate Offsets (X,Y)-- [H: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 0.43 0.43 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.06 0.06 (loc) I H-I F I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 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 4-0-8 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=1263/0-3-8 (min. 0-1-8), F=1263/0-3-8 (min. 0-1-8) Max Horz B=78(LC 11) Max UpliftB=-229(LC 12), F=-229(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-2379/454, C-J=-2296/467, C-K=-2038/413, D-K=-1930/427, D-L=-1930/427, E-L=-2038/413, E-M=-2296/467, F-M=-2379/454 BOT CHORD B-I=-367/2107, H-I=-174/1377, F-H=-373/2107 WEBS D-H=-112/676, E-H=-528/202, D-I=-112/676, C-I=-528/202 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) -1-0-11 to 1-11-5, Interior(1) 1-11-5 to 12-0-0, Exterior(2) 12-0-0 to 16-2-15, Interior(1) 16-2-15 to 25-0-11 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=229, F=229. 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 20-078437T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:02 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-gTrx8ZgUSKdhKizu8xKu6rLqN85nq_x7f99TovyxolF Scale = 1:52.7 T1 T1 B1 W1 W2 W3 W4 W5 W2W3 W4W5 ST1 ST1 ST2 ST3 ST4 B1 HW1 HW2A B C D E F G L K J I HUVWXYZAAABAC AD 8x12 MT20HS 9x12 MT18HS 8x12 MT20HS12x12 5x8 12x12 3x8 4x12 5x8 12x12 3x8 4x12 3x6 3x6 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:0-3-4,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 0.69 0.78 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.31 0.08 0.10 (loc) I-J I-J G I-J l/defl >999 >823 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,W3: 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 2-10-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=10021/0-5-8 (min. 0-5-6), G=10270/0-5-8 (min. 0-5-8) Max Horz A=-162(LC 6) Max UpliftA=-1611(LC 8), G=-1651(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-15410/2482, B-C=-13055/2138, C-D=-9764/1657, D-E=-9764/1657, E-F=-13072/2141, F-G=-15506/2498 BOT CHORD A-U=-1965/12371, L-U=-1965/12371, L-V=-1965/12371, V-W=-1965/12371, K-W=-1965/12371, K-X=-1668/10809, X-Y=-1668/10809, J-Y=-1668/10809, J-Z=-1670/10822, Z-AA=-1670/10822, I-AA=-1670/10822, I-AB=-1978/12451, AB-AC=-1978/12451, H-AC=-1978/12451, H-AD=-1978/12451, G-AD=-1978/12451 WEBS D-J=-1736/10366, E-J=-4258/754, E-I=-739/4734, F-I=-1845/343, F-H=-383/2514, C-J=-4237/750, C-K=-735/4708, B-K=-1771/331, B-L=-374/2438 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 0-5-0 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. Continued on page 2 Job 20-078437T Truss C1 Truss Type GABLE Qty 1 Ply 2 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:03 2020 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-8gPKLvh6DelYysY4ier7f2t?7YR0ZRBGupv0KLyxolE NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1611, G=1651. 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) 1820 lb down and 299 lb up at 2-0-12, 1820 lb down and 299 lb up at 4-0-12, 1820 lb down and 299 lb up at 6-0-12, 1820 lb down and 299 lb up at 8-0-12, 1820 lb down and 299 lb up at 10-0-12, 1820 lb down and 299 lb up at 12-0-12, 1820 lb down and 299 lb up at 14-0-12, 1820 lb down and 299 lb up at 16-0-12, and 1820 lb down and 299 lb up at 18-0-12, and 1820 lb down and 299 lb up at 20-0-12 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: U=-1820(F) V=-1820(F) W=-1820(F) X=-1820(F) Y=-1820(F) Z=-1820(F) AA=-1820(F) AB=-1820(F) AC=-1820(F) AD=-1820(F) Job 20-078437T Truss D1 Truss Type Common Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:04 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-csyiYFhk_xtPZ06HGMMMBGQJcyz1I3CP7TeatoyxolD 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:0-0-0,0-0-12], [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 20-078437T Truss E1 Truss Type Monopitch Qty 6 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:06 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-YE4Szxj?WZ87pKGfNnPqGhVcpmfGmxAian7hxgyxolB 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 3-0-0 0-1-8 5-0-0 2-0-0 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 20-078437T Truss E2 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:07 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-1ReqBHkdHsG_QUrsxUw3pu2qf9?VVQaspRtET7yxolA 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 20-078437T Truss E3 Truss Type Monopitch Qty 5 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:09 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-zpmbcyltpUWign?E2vyXuJ76BzdnzK48GlMLY?yxol8 Scale = 1:13.5 T1 W1 B1 A B C D E 1.5x4 2x4 1.5x4 0-2-0 0-2-0 5-0-0 4-10-0 -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 0.25 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 11) 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 Job 20-078437T Truss F1 Truss Type Common Structural Gable Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:10 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-R0KzpImVaneZHxaQccTmRXgJ4NzrimKIVP5u4Ryxol7 Scale = 1:20.7 T1 T1 B1 W1 HW1 HW1 ST1 ST1 A B C D E F K L M N 4x5 4x5 4x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-2-0 0-2-0 3-11-0 3-9-0 7-8-0 3-9-0 7-10-0 0-2-0 -1-0-0 1-0-0 3-11-0 3-11-0 7-10-0 3-11-0 8-10-0 1-0-0 0- 7 - 8 3- 2 - 1 3 3- 7 - 9 0- 7 - 8 8.00 12 Plate Offsets (X,Y)-- [B:0-0-2,0-0-3], [B:0-0-3,0-3-13], [D:0-0-2,0-0-3], [D:0-0-3,0-3-13] 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 0.19 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 -0.00 (loc) B-F B-F D F l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 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 WEDGE Left: 2x4 DF or DF-N No.1&Btr or 1800F 1. , Right: 2x4 DF or DF-N No.1&Btr or 1800F 1. 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.(lb/size)B=473/0-3-8 (min. 0-1-8), D=473/0-3-8 (min. 0-1-8) Max Horz B=-74(LC 10) Max UpliftB=-107(LC 12), D=-107(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-390/58, K-L=-299/63, C-L=-283/71, C-M=-283/71, M-N=-299/63, D-N=-390/58 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) -1-1-0 to 1-11-0, Interior(1) 1-11-0 to 3-11-0, Exterior(2) 3-11-0 to 6-11-0, Interior(1) 6-11-0 to 8-11-0 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) Gable studs spaced at 2-0-0 oc. 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 100 lb uplift at joint(s) except (jt=lb) B=107, D=107. 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. LOAD CASE(S) Standard Job 20-078437T Truss F2 Truss Type Common Qty 2 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:12 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-NORjE_ol5PuGXFkpk1WEWylfpAgFAgabyja?9Kyxol5 Scale = 1:21.6 T1 T1 B1 HW1 HW2W3 W1 W2 A B C D F E G H I J 4x5 4x5 1.5x4 3x6 3x4 4x5 0-2-0 0-2-0 3-11-0 3-9-0 6-6-12 2-7-12 6-8-8 0-1-12 7-10-0 1-1-8 3-11-0 3-11-0 6-6-12 2-7-12 7-10-0 1-3-4 0- 7 - 8 3- 2 - 1 3 0- 7 - 8 8.00 12 Plate Offsets (X,Y)-- [A:0-0-3,0-5-13], [A:0-0-2,0-0-3], [D:0-0-2,0-0-3], [D:0-0-3,0-3-13] 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 0.25 0.13 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) A-F A-F E A l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 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 Left: 2x6 DF SS or 1800F 1.6E , Right: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=451/0-3-8 (min. 0-1-8), A=302/0-3-8 (min. 0-1-8) Max Horz A=-65(LC 10) Max UpliftE=-70(LC 12), A=-47(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-G=-275/29, C-I=-261/69 WEBS C-E=-415/164 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2) 3-11-0 to 6-11-0, Interior(1) 6-11-0 to 7-10-0 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) 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) E, A. 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 20-078437T Truss F3 Truss Type Common Qty 1 Ply 1 KARTCHNER SF26B6 HUNTINGTON C 3CAR Job Reference (optional) 8.330 s Jan 22 2020 MiTek Industries, Inc. Wed Jul 15 12:45:14 2020 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:GImmhiTp9qXwb48w9q7aGzyIYel-KnZUfgp0d08_mYtCrSYibNr?J_LbeZ5uQ136DDyxol3 Scale = 1:20.7 T1 T2 B1 W1 HW1 W3 W2A B C E D F G 4x5 5x6 3x4 4x5 1.5x4 0-2-0 0-2-0 3-11-0 3-9-0 6-3-8 2-4-8 6-5-0 0-1-8 3-11-0 3-11-0 6-3-8 2-4-8 6-5-0 0-1-8 0- 7 - 8 3- 2 - 1 3 1- 3 - 5 0- 3 - 8 1- 6 - 1 3 8.00 12 Plate Offsets (X,Y)-- [A:0-0-2,0-0-3], [A:0-0-3,0-5-13] 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 0.25 0.14 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) A-E A-E D A l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 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 Left: 2x6 DF SS or 1800F 1.6E 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)A=300/0-3-8 (min. 0-1-8), D=300/0-1-8 (min. 0-1-8) Max Horz A=87(LC 11) Max UpliftA=-46(LC 12), D=-48(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-F=-273/41, C-D=-290/99 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-11-0, Exterior(2) 3-11-0 to 6-3-4 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. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, D. 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. LOAD CASE(S) Standard