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Home My WebLink AboutTRUSS SPECS - 18-00238 -18-00246 - 17 S 4th W - Snellgrove TownhomesJob SNELLGROVE TOWNHOMES Truss A1 Truss Type Common Qty 29 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:38 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-AxxZXHZC8cjVf_q57B5u0iJknnsq5vLW1fs?BNzDKCl Scale = 1:50.7 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T3 B1 A B C D E F G H K J I L M 4x5 4x5 5x8 3x4 3x4 5x6 3x4 3x4 5x6 4x5 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 31-6-0 1-6-0 0- 4 - 1 4 7- 1 0 - 1 4 0- 4 - 1 4 6.00 12 Plate Offsets (X,Y)-- [B:0-3-0,0-3-4], [F:0-3-0,0-3-4], [J:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.46 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.23 0.09 0.07 (loc) I-J I-J G J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1451/Mechanical, G=1611/0-5-8 (min. 0-1-11) Max Horz A=-158(LC 11) Max UpliftA=-274(LC 10), G=-323(LC 11) Max Grav A=1452(LC 17), G=1611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2737/511, B-L=-2438/461, C-L=-2265/471, C-D=-1706/355, D-E=-1707/359, E-M=-2199/450, F-M=-2370/440, F-G=-2646/483 BOT CHORD A-K=-515/2348, J-K=-342/1925, I-J=-219/1886, G-I=-339/2243 WEBS D-J=-198/1051, E-J=-802/261, E-I=-66/346, F-I=-290/174, C-J=-867/271, C-K=-85/416, B-K=-358/192 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=274, G=323. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss A1D Truss Type COMMON Qty 16 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:39 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-e8VxldarvwrMH7PHhvc7YwrvXAByqLZgGIbZjpzDKCk Scale = 1:52.2 T2 T2 B1 W1 W2 W3 W4 W2W3 W4 T1 T3 B1 A B C D E F G H K J I L M 4x5 4x5 5x8 3x4 3x4 5x6 3x4 3x4 5x6 4x5 7-6-0 7-6-0 15-0-0 7-6-0 22-6-0 7-6-0 30-0-0 7-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 25-0-0 5-0-0 30-0-0 5-0-0 31-6-0 1-6-0 0- 4 - 3 7- 1 0 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-1-0,Edge], [B:0-3-0,0-3-4], [F:0-3-0,0-3-4], [G:0-1-0,Edge], [J:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.41 0.47 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.24 0.09 0.07 (loc) I-J I-J G J l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 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: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-7 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=1451/Mechanical, G=1611/0-5-8 (min. 0-1-11) Max Horz A=-159(LC 15) Max UpliftA=-274(LC 10), G=-323(LC 11) Max Grav A=1452(LC 17), G=1611(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-2782/520, B-L=-2473/466, C-L=-2300/476, C-D=-1719/356, D-E=-1719/360, E-M=-2233/454, F-M=-2404/444, F-G=-2689/491 BOT CHORD A-K=-525/2401, J-K=-346/1947, I-J=-222/1908, G-I=-347/2294 WEBS D-J=-199/1062, E-J=-813/263, E-I=-67/363, F-I=-314/178, C-J=-879/272, C-K=-87/433, B-K=-385/196 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=274, G=323. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss A1GE Truss Type Common Supported Gable Qty 2 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:41 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-aWdhAIb5RX54WRZgpKebdLwHD_yOIOzzjc4gohzDKCi Scale = 1:52.4 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T3 B2 A B C D E F G H I J K L M N O P Q R AF AE AD AC AB AA Z Y X W V U T S 3x4 4x5 3x4 3x4 3x4 3x4 30-0-0 30-0-0 15-0-0 15-0-0 30-0-0 15-0-0 31-6-0 1-6-0 0- 4 - 1 4 7- 1 0 - 1 4 0- 4 - 1 4 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.15 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.01 (loc) R R Q l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 161 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* ST7: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max Horz A=-158(LC 11) Max Uplift All uplift 100 lb or less at joint(s) A, AA, AB, AC, AD, AE, X, W, V, U, T, S, Q except AF=-112(LC 10) Max Grav All reactions 250 lb or less at joint(s) A, Z, AC, AD, AE, V, U, T, S except AA=310(LC 17), AB=297(LC 17), AF=302(LC 1), X=304(LC 18), W=290(LC 18), Q=359(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS H-AA=-282/85, G-AB=-268/87, J-X=-276/83, K-W=-262/88 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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) A, AA, AB, AC, AD, AE, X, W, V, U, T, S, Q except (jt=lb) AF=112. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss A1GED Truss Type COMMON SUPPORTED GAB Qty 8 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:42 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-3jB4NecjCrDx8b8sM19qAYTU0OKB1rL6yGqDK8zDKCh Scale = 1:51.6 T2 T2 B1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B2 A B C D E F G H I J K L M N O P Q AE AD AC AB AA Z Y X W V U T S R 3x4 4x5 3x4 3x4 3x4 3x4 30-0-0 30-0-0 15-0-0 15-0-0 30-0-0 15-0-0 0- 4 - 3 7- 1 0 - 3 0- 4 - 3 6.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.08 0.05 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - Q l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 158 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* ST7: 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max Horz A=133(LC 14) Max Uplift All uplift 100 lb or less at joint(s) A, Z, AA, AB, AC, AD, W, V, U, T, S except AE=-108(LC 10), R=-107(LC 11) Max Grav All reactions 250 lb or less at joint(s) A, Y, AB, AC, AD, U, T, S, Q except Z=304(LC 16), AA=290(LC 16), AE=302(LC 1), W=304(LC 17), V=290(LC 17), R=302(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS H-Z=-276/85, G-AA=-262/87, J-W=-276/83, K-V=-262/88 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) A, Z, AA, AB, AC, AD , W, V, U, T, S except (jt=lb) AE=108, R=107. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss B1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:43 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-XvkSa_dLz9Lollj2wlh3jm0amoZpmGgFBwZmtazDKCg Scale = 1:36.8 T1 B1 W1 W2W2 B2 T2 T3 A B C D E F G H I J K 4x5 3x6 5x8 1.5x4 1.5x4 3x6 3x6 4-3-0 10-0-0 10-0-0 20-0-0 10-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 21-6-0 1-6-0 0- 4 - 1 4 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-1-0,0-1-8], [G:0-2-9,0-1-8], [I:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.47 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.04 0.03 (loc) G-I G-I G I l/defl >999 >918 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 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 4-11-3 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=1108/0-5-8 (min. 0-1-8), G=1108/0-5-8 (min. 0-1-8) Max Horz B=-104(LC 11) Max UpliftB=-229(LC 10), G=-229(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1618/308, C-J=-1151/191, D-J=-1136/210, D-K=-1136/210, E-K=-1151/191, E-F=-1450/308, F-G=-1619/292 BOT CHORD B-I=-287/1357, G-I=-185/1358 WEBS D-I=-55/534, E-I=-570/232, C-I=-569/232 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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=229, G=229. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss B1GD Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:45 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-TIsC?gecUmbW?3tR2AjXoB5qKbARE4?YeE2txTzDKCe Scale = 1:38.1 T1 B1 W1 W2 W3W2W3 B2 T2 T3 A B C D E F G J I H K L M N O P Q R S 5x8 4x12 12x12 5x6 4x12 5x6 8x12 4x12 3x8 Special Special Special Special Special Special Special Special Special 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 0- 4 - 1 4 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-3,0-1-13], [G:0-3-13,0-1-13], [I:0-6-0,0-6-4], [J:0-6-0,0-6-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.78 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.31 0.08 0.11 (loc) I-J I-J G I-J l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 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 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 BRACING- TOP CHORD Sheathed or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)B=7549/0-5-8 (min. 0-4-0), G=7458/0-5-8 (min. 0-4-0) Max Horz B=116(LC 32) Max UpliftB=-1495(LC 10), G=-1458(LC 11) Max Grav B=7549(LC 1), G=7462(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-13365/2584, C-K=-9324/1817, D-K=-9233/1832, D-E=-9332/1831, E-F=-13320/2611, F-G=-13466/2605 BOT CHORD B-L=-2333/11840, L-M=-2333/11840, J-M=-2333/11840, J-N=-2333/11840, N-O=-2333/11840, I-O=-2333/11840, I-P=-2273/11940, P-Q=-2273/11940, H-Q=-2273/11940, H-R=-2273/11940, R-S=-2273/11940, G-S=-2273/11940 WEBS D-I=-1511/7842, E-I=-4198/905, E-H=-604/3308, C-I=-4079/878, C-J=-594/3281 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) 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 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) except (jt=lb) B=1495, G=1458. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1438 lb down and 288 lb up at 2-0-0, 1438 lb down and 288 lb up at 4-0-0, 1438 lb down and 288 lb up at 6-0-0, 1438 lb down and 288 lb up at 8-0-0, 1438 lb down and 288 lb up at 10-0-0, 1438 lb down and 288 lb up at 12-0-0, 1438 lb down and 288 lb up at 14-0-0, and 1438 lb down and 288 lb up at 16-0-0, and 1438 lb down and 288 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job SNELLGROVE TOWNHOMES Truss B1GD Truss Type Common Girder Qty 2 Ply 2 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:45 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-TIsC?gecUmbW?3tR2AjXoB5qKbARE4?YeE2txTzDKCe LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, B-G=-14, D-G=-84 Concentrated Loads (lb) Vert: I=-1438(F) L=-1438(F) M=-1438(F) N=-1438(F) O=-1438(F) P=-1438(F) Q=-1438(F) R=-1438(F) S=-1438(F) Job SNELLGROVE TOWNHOMES Truss B1GE Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:46 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-xUQaD0fEF4jNcCRdbtEmKOe7y?fizhGituoRTvzDKCd Scale = 1:36.8 T1 B1 B2 T2 T3 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST6 ST7 A B C D E F G H I J K L M N W V U T S R Q P O X Y 4x5 3x4 3x4 3x4 5x6 4-3-0 20-0-0 20-0-0 -1-6-0 1-6-0 10-0-0 10-0-0 20-0-0 10-0-0 21-6-0 1-6-0 0- 4 - 1 4 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [M:0-2-10,0-1-8], [S:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) N N M l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 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 20-0-0. (lb) - Max Horz B=-104(LC 15) Max Uplift All uplift 100 lb or less at joint(s) B, M, T, U, V, W, R, Q, P, O Max Grav All reactions 250 lb or less at joint(s) S, V, W, P, O except B=383(LC 16), M=383(LC 16), T=294(LC 17), U=253(LC 17), R=294(LC 18), Q=253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS F-T=-265/88, H-R=-265/87 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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) B, M, T, U, V, W, R, Q, P, O. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss B2 Truss Type Common Qty 3 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:47 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-Pg_zQMgs0NrDEM0q9al?tcAGmPwli4fr6YX_0LzDKCc Scale = 1:37.1 T2 B1 W1 W2W2 B1 T1 T2 T1 A B C D E F G H I J K L3x6 4x5 3x6 5x8 1.5x4 1.5x4 3x6 3x6 10-0-0 10-0-0 20-0-0 10-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 21-6-0 1-6-0 0- 4 - 3 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [H:0-2-9,0-1-8], [J:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.47 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.04 0.03 (loc) B-J B-J H J l/defl >999 >918 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 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 4-11-11 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)B=1108/0-5-8 (min. 0-1-8), H=1108/0-5-8 (min. 0-1-8) Max Horz B=-103(LC 15) Max UpliftB=-229(LC 10), H=-229(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1619/291, C-D=-1450/307, D-K=-1151/191, E-K=-1136/210, E-L=-1136/210, F-L=-1151/191, F-G=-1450/308, G-H=-1619/292 BOT CHORD B-J=-287/1358, H-J=-185/1358 WEBS E-J=-55/535, F-J=-570/232, D-J=-570/232 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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=229, H=229. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss B2GD Truss Type Common Girder Qty 3 Ply 2 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:49 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-L36jr1h6Y?6xTgACH?nTy1GWJCXLAuy8Zs054EzDKCa Scale = 1:37.6 B1 W1 W2 W3W2W3 B2 T2 T2 T1 T1 A B C D E F G J I H S T K L M N O P Q R 4x12 12x12 5x8 5x6 8x12 5x6 4x12 4x12 3x8 3x8 Special Special Special Special Special Special Special Special Special 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 15-0-0 5-0-0 20-0-0 5-0-0 0- 4 - 3 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [A:0-3-13,0-1-13], [G:0-3-13,0-1-13], [H:0-6-0,0-6-0], [I:0-6-0,0-6-4] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.79 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.31 0.08 0.11 (loc) I-J I-J G I-J l/defl >999 >750 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 225 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 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 BRACING- TOP CHORD Sheathed or 2-11-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=7391/0-5-8 (min. 0-3-15), G=7465/0-5-8 (min. 0-4-0) Max Horz A=-87(LC 32) Max UpliftA=-1445(LC 10), G=-1459(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-13484/2607, B-C=-13320/2613, C-S=-9345/1819, D-S=-9244/1836, D-T=-9244/1836, E-T=-9345/1820, E-F=-13313/2614, F-G=-13477/2608 BOT CHORD A-K=-2362/11931, K-L=-2362/11931, J-L=-2362/11931, J-M=-2362/11931, M-N=-2362/11931, I-N=-2362/11931, I-O=-2275/11926, O-P=-2275/11926, H-P=-2275/11926, H-Q=-2275/11926, Q-R=-2275/11926, G-R=-2275/11926 WEBS D-I=-1518/7878, E-I=-4164/906, E-H=-604/3308, C-I=-4170/906, C-J=-604/3316 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 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) 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 4) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1445, G=1459. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1438 lb down and 288 lb up at 2-0-0, 1438 lb down and 288 lb up at 4-0-0, 1438 lb down and 288 lb up at 6-0-0, 1438 lb down and 288 lb up at 8-0-0, 1438 lb down and 288 lb up at 10-0-0, 1438 lb down and 288 lb up at 12-0-0, 1438 lb down and 288 lb up at 14-0-0, and 1438 lb down and 288 lb up at 16-0-0, and 1438 lb down and 288 lb up at 18-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 Job SNELLGROVE TOWNHOMES Truss B2GD Truss Type Common Girder Qty 3 Ply 2 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:49 2018 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-L36jr1h6Y?6xTgACH?nTy1GWJCXLAuy8Zs054EzDKCa LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-G=-14, A-D=-84, D-G=-84 Concentrated Loads (lb) Vert: I=-1438(B) K=-1438(B) L=-1438(B) M=-1438(B) N=-1438(B) O=-1438(B) P=-1438(B) Q=-1438(B) R=-1438(B) Job SNELLGROVE TOWNHOMES Truss B2GE Truss Type GABLE Qty 3 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:50 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-qFg52NikJIEo5qlOqjJiVEopxc1evVFHoWmecgzDKCZ Scale = 1:37.1 T2 B1 B1 T1 T2 T1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M N O X W V U T S R Q P Y Z3x4 4x5 3x4 3x4 3x4 5x6 20-0-0 20-0-0 -1-6-0 1-6-0 10-0-0 10-0-0 20-0-0 10-0-0 21-6-0 1-6-0 0- 4 - 3 5- 4 - 1 4 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [B:0-2-10,0-1-8], [N:0-2-10,0-1-8], [T:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.27 0.14 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 0.00 (loc) O O N l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 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 20-0-0. (lb) - Max Horz B=-103(LC 15) Max Uplift All uplift 100 lb or less at joint(s) B, N, U, V, W, X, S, R, Q, P Max Grav All reactions 250 lb or less at joint(s) T, W, X, Q, P except B=383(LC 16), N=383(LC 16), U=294(LC 17), V=253(LC 17), S=294(LC 18), R=253(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS G-U=-265/88, I-S=-265/87 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 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) B, N, U, V, W, X, S, R, Q, P. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job SNELLGROVE TOWNHOMES Truss M1 Truss Type Monopitch Qty 79 Ply 1 Job Reference (optional) 8.110 s Oct 20 2017 MiTek Industries, Inc. Thu May 24 08:46:53 2018 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:pHrBV6RrePkcYZuXiL8ABszDLdH-EqLEhPkdcDcNyHUzWrsP7tQGZq3B6tOkUU_ID?zDKCW Scale = 1:16.6 T1 W2 B1 W1 A B C D E F 5x6 3x4 7x10 3-10-8 3-10-8 4-5-7 0-6-15 -1-6-0 1-6-0 4-0-0 4-0-0 0- 4 - 3 2- 6 - 1 5 2- 2 - 4 6.00 12 Plate Offsets (X,Y)-- [C:0-4-6,Edge], [D:Edge,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 IBC2015/TPI2014 CSI. TC BC WB Matrix-P 0.57 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.02 0.10 (loc) B B-D D l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 20 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 2x6 DF 1800F 1.6E or 2x6 DF SS BRACING- TOP CHORD Sheathed or 4-0-0 oc purlins, except end verticals. 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)D=6163/Mechanical, C=-5643/Mechanical Max Horz C=109(LC 10) Max UpliftD=-2349(LC 10), C=-5870(LC 17) Max Grav D=6441(LC 17), C=2209(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-F=-225/771, C-F=-217/871, D-E=-6415/2365, C-E=-6413/2364 BOT CHORD B-D=-721/266 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) TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) D=2349, C=5870. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard