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HomeMy WebLinkAboutTRUSS SPECS - 21-00648 - 1105 Larch Dr - New SFRJob 215642 Truss A01 Truss Type Common Qty 3 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:20 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-wY2sXi9lPv1WpojBrbfbIfMiCffwfwLD7QbdhrypEUD Scale = 1:73.8 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7HW1 EV2 WCR2 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x6 4x5 3x6 5x8 4x5 4x5 4x6 3x4 1.5x4 3x4 3x8 3x4 3x4 5x6 3x6 3x4 3x6 8-10-2 8-10-2 17-10-0 8-11-14 25-11-6 8-1-6 34-9-8 8-10-2 -1-4-0 1-4-0 6-1-11 6-1-11 11-11-13 5-10-3 17-10-0 5-10-3 23-4-11 5-6-11 28-11-5 5-6-11 34-9-8 5-10-3 0-10-112-8-121-5-18.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.46 0.63 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.36 0.08 0.04 (loc) 15-17 15-17 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 207 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W7,EV2: 2x4 DF Stud SLIDER Left 2x6 DF SS -˜ 3-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1916/0-5-8 (min. 0-2-2), 12=1799/0-5-8 (min. 0-1-15) Max Horz2=278(LC 7) Max Uplift2=-92(LC 10), 12=-68(LC 11) Max Grav2=1990(LC 18), 12=1884(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2681/328, 3-4=-2567/355, 4-5=-2462/374, 5-6=-2265/389, 6-18=-1759/372, 7-18=-1640/388, 7-19=-1642/389, 8-19=-1750/373, 8-9=-2258/377, 9-10=-250/115, 10-11=-387/101, 11-12=-361/115 BOT CHORD 2-17=-191/2240, 17-20=-96/1888, 16-20=-96/1888, 16-21=-96/1888, 15-21=-96/1888, 15-22=-78/1698, 14-22=-78/1698, 14-23=-78/1698, 13-23=-78/1698, 12-13=-166/1792 WEBS 4-17=-279/162, 6-17=-31/618, 6-15=-808/228, 7-15=-263/1452, 8-15=-681/207, 8-13=-25/448, 9-12=-2127/233 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-1-12, Interior(1) 2-1-12 to 14-4-4, Exterior(2R) 14-4-4 to 21-3-12, Interior(1) 21-3-12 to 31-2-0 , Exterior(2E) 31-2-0 to 34-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A02 Truss Type Roof Special Qty 5 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:23 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-L7j_AjCeiqQ4gFSmWjCIwH_6TsecsByfpOqIIAypEUA Scale = 1:81.5 T1 T2 B1 B2 B3 B4 B5 W1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12HW1 EV2 WCR2 T3 B6 W13 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 3x6 6x8 3x6 4x8 5x6 7x8 1.5x4 2x4 4x6 8x10 1.5x4 5x12 4x5 3x5 4x8 3x4 3x4 5x6 3x6 3x4 5x6 1-4-8 1-4-8 2-5-8 1-1-0 6-6-4 4-0-12 10-7-0 4-0-12 17-10-0 7-3-0 26-6-5 8-8-5 34-9-8 8-3-3 -1-4-0 1-4-0 1-4-8 1-4-8 2-5-8 1-1-0 6-6-4 4-0-12 10-7-0 4-0-12 17-10-0 7-3-0 23-4-11 5-6-11 28-11-5 5-6-11 34-9-8 5-10-3 0-10-112-8-121-5-11-0-08.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-0-3], [3:0-3-4,Edge], [18:0-2-4,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.75 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.36 0.16 0.07 (loc) 14-16 14-16 13 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 232 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W8,W9,W10,W11,WCR2: 2x4 DF No.2 SLIDER Left 2x6 DF SS -˜ 1-7-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-18, 9-16, 10-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1916/0-5-8 (min. 0-2-1), 13=1799/0-5-8 (min. 0-1-15) Max Horz2=278(LC 7) Max Uplift2=-92(LC 10), 13=-68(LC 11) Max Grav2=1946(LC 18), 13=1861(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2372/269, 3-4=-4694/503, 4-5=-3171/396, 5-6=-2566/395, 6-7=-2701/558, 7-23=-2568/562, 8-23=-2560/578, 8-24=-1567/389, 9-24=-1705/373, 9-10=-2256/386, 11-12=-361/109, 12-13=-347/120 BOT CHORD 2-22=-157/1875, 21-22=-146/1789, 20-21=-106/1449, 4-20=-79/1457, 19-20=-382/3998, 18-19=-209/2753, 6-18=-543/260, 16-25=-79/1659, 15-25=-79/1659, 15-26=-79/1659, 14-26=-79/1659, 13-14=-162/1781 WEBS 3-22=-392/56, 3-20=-291/3241, 4-19=-1284/194, 5-19=0/530, 5-18=-719/106, 16-18=0/1276, 8-18=-319/1565, 8-16=-77/747, 9-16=-671/207, 9-14=-34/480, 10-13=-2142/219, 3-21=-1756/134 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-3-12, Interior(1) 2-3-12 to 14-4-4, Exterior(2R) 14-4-4 to 21-3-12, Interior(1) 21-3-12 to 31-2-0 , Exterior(2E) 31-2-0 to 34-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A03 Truss Type Common Qty 5 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:25 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-HVrlaPDuDRgovZb9e8Fm?i3avgM2KB6yGiJOM2ypEU8 Scale = 1:73.4 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7HW1 EV2 WCR2 T3 B2B312 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x6 4x5 3x6 5x8 4x5 4x5 4x6 3x4 1.5x4 3x4 3x8 3x4 3x4 5x6 3x5 2x4 4x6 9-0-12 9-0-12 17-10-0 8-9-4 26-7-4 8-9-4 34-0-0 7-4-12 -1-4-0 1-4-0 6-1-11 6-1-11 11-11-13 5-10-3 17-10-0 5-10-3 23-8-3 5-10-3 29-6-5 5-10-3 34-0-0 4-5-11 0-10-112-8-121-11-78.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.63 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.07 0.03 (loc) 15-17 15-17 12 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W7,EV2,WCR2: 2x4 DF Stud SLIDER Left 2x6 DF SS -˜ 3-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1875/0-5-8 (min. 0-2-1), 12=1758/0-5-8 (min. 0-1-15) Max Horz2=284(LC 9) Max Uplift2=-91(LC 10), 12=-64(LC 11) Max Grav2=1948(LC 18), 12=1841(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2603/321, 3-4=-2489/348, 4-5=-2375/362, 5-6=-2179/377, 6-18=-1687/361, 7-18=-1569/377, 7-19=-1573/377, 8-19=-1689/361, 8-9=-2069/345 BOT CHORD 2-17=-185/2179, 17-20=-86/1831, 16-20=-86/1831, 16-21=-86/1831, 15-21=-86/1831, 15-22=-72/1592, 14-22=-72/1592, 14-23=-72/1592, 13-23=-72/1592, 12-13=-131/1508 WEBS 4-17=-286/162, 6-17=-30/608, 6-15=-811/227, 7-15=-249/1370, 8-15=-572/202, 9-12=-2102/233 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-0-13, Interior(1) 2-0-13 to 14-5-3, Exterior(2R) 14-5-3 to 21-2-13, Interior(1) 21-2-13 to 30-5-7 , Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A04 Truss Type Roof Special Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:27 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-DuzV?5F8l2wW8tlXlZHE478xDT0Do6eFk0oVRxypEU6 Scale = 1:77.6 T1 T2 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 HW1 EV2 WCR2 T3 T4 B6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 3x6 4x5 3x6 3x6 4x5 2x4 3x5 4x6 3x5 1.5x4 1.5x4 3x5 3x4 6x8 4x8 1.5x4 1.5x4 4x8 6x8 3x5 3x5 3x10 4-6-8 4-6-8 8-6-12 4-0-4 8-9-8 0-2-12 13-3-12 4-6-4 22-11-8 9-7-12 28-1-0 5-1-8 30-10-12 2-9-12 34-0-0 3-1-4 -1-4-0 1-4-0 4-6-8 4-6-8 8-9-8 4-3-0 13-3-12 4-6-4 17-10-0 4-6-4 22-11-8 5-1-8 28-1-0 5-1-8 30-10-12 2-9-12 34-0-0 3-1-4 0-10-112-8-121-11-71-0-08.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-0-7], [17:0-6-0,0-4-0], [21:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.28 0.71 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.45 0.04 0.03 (loc) 19-20 19-20 14 19-20 l/defl >999 >677 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 233 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W5,W6,W7,W8: 2x4 DF No.2 SLIDER Left 2x6 DF SS -˜ 2-9-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-2-13 oc bracing: 21-22 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 7-20, 8-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=527/0-3-8 (min. 0-1-8), 22=1810/0-5-8 (min. 0-2-1), 14=1296/0-5-8 (min. 0-1-8) Max Horz2=284(LC 7) Max Uplift2=-16(LC 11), 22=-111(LC 10), 14=-61(LC 11) Max Grav2=527(LC 1), 22=1958(LC 18), 14=1365(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-454/61, 3-4=-361/71, 5-6=-891/184, 6-7=-736/196, 7-24=-867/306, 8-24=-781/325, 8-25=-1383/401, 9-25=-1488/379, 9-10=-1431/252, 10-11=-1718/253, 11-12=-1145/178, 12-13=-1238/171, 13-14=-1310/173 BOT CHORD 2-23=-140/362, 21-22=-1897/256, 5-21=-1594/223, 20-26=0/726, 26-27=0/726, 19-27=0/726, 18-19=-67/1355, 17-18=-68/1357 WEBS 21-23=-149/340, 4-21=-391/110, 5-20=-50/1053, 7-20=-402/195, 8-19=-219/1140, 9-19=-473/225, 10-19=-424/126, 15-17=-53/939, 11-17=-10/572, 11-15=-862/108, 13-15=-89/1070 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-0-13, Interior(1) 2-0-13 to 14-5-3, Exterior(2R) 14-5-3 to 21-2-13, Interior(1) 21-2-13 to 30-5-7 , Exterior(2E) 30-5-7 to 33-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 22=111. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A05 Truss Type Roof Special Qty 4 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:29 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-AH4GQmGPHgAEOAvwt_Ji9YECcHhoGxCXBKHcWqypEU4 Scale = 1:86.5 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 HW1 T4 T5B6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 26 27 28 29 30 31 3x6 5x6 5x6 3x6 4x6 4x5 3x4 5x12 3x6 4x8 3x4 4x5 6x10 MT20HS 3x5 3x5 4x8 5x6 5x8 3x5 6x8 3x4 8-6-12 8-6-12 8-9-8 0-2-12 17-10-0 9-0-8 27-4-0 9-6-0 33-7-4 6-3-4 39-10-8 6-3-4 40-1-4 0-2-12 45-4-0 5-2-12 -1-4-0 1-4-0 4-6-8 4-6-8 8-9-8 4-3-0 13-3-12 4-6-4 17-10-0 4-6-4 22-7-0 4-9-0 27-4-0 4-9-0 33-7-4 6-3-4 39-10-8 6-3-4 45-4-0 5-5-8 46-8-0 1-4-0 0-10-16-4-1212-8-120-4-121-0-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-0-7], [18:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.70 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.43 0.03 0.07 (loc) 19-21 19-21 16 18-19 l/defl >999 >875 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 259 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4,W5,W6,W7: 2x4 DF No.2 SLIDER Left 2x6 DF SS -˜ 2-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-7-2 oc bracing. WEBS 1 Row at midpt 7-22, 9-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 16=0-5-8, 23=0-5-8. (lb) - Max Horz2=-275(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14 except 16=-110(LC 13), 23=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=341(LC 19), 16=1964(LC 35), 14=352(LC 1), 23=2707(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-37/458, 3-24=-26/460, 4-24=-22/501, 4-5=-87/816, 5-25=0/710, 6-25=0/711, 6-7=0/797, 7-8=-1057/414, 8-9=-1124/412, 9-26=-2649/691, 10-26=-2813/679, 10-11=-2509/522, 11-12=-2753/561, 12-13=-2904/546 BOT CHORD 2-23=-341/177, 22-23=-2606/646, 5-22=-376/192, 22-29=0/568, 29-30=0/568, 21-30=0/568, 21-31=-57/1421, 20-31=-57/1421, 19-20=-57/1421, 18-19=-369/2671, 16-17=-1906/361, 13-17=-1830/394 WEBS 4-23=-206/386, 4-22=-635/327, 7-22=-2099/372, 7-21=0/834, 8-21=-276/771, 9-21=-1315/409, 9-19=-369/1793, 10-19=-1137/358, 11-19=-803/136, 13-18=-396/2539 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-6, Interior(1) 3-2-6 to 13-3-10, Exterior(2R) 13-3-10 to 22-7-0, Interior(1) 22-7-0 to 42-1-10, Exterior(2E) 42-1-10 to 46-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14 except (jt=lb) 16=110, 23=128. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A06 Truss Type Roof Special Qty 3 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:32 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-asmO2oJHabYpFeeVY6tPnBrmBUlwTLJ_tIVG68ypEU1 Scale = 1:86.5 T1 T2 T3 B1 B2 B3 B4 B5 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 HW1 T4 T5B6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 24 23 22 21 20 19 18 17 25 26 27 28 29 30 31 32 3x6 5x6 5x6 3x6 4x8 4x5 3x4 5x12 3x6 4x5 4x5 4x5 3x6 3x5 3x5 3x8 3x5 5x8 4x10 6x8 3x5 2x4 8-6-12 8-6-12 8-9-8 0-2-12 17-10-0 9-0-8 27-4-0 9-6-0 29-10-8 2-6-8 30-1-4 0-2-12 37-3-9 7-2-5 45-4-0 8-0-7 -1-4-0 1-4-0 4-6-8 4-6-8 8-9-8 4-3-0 13-3-12 4-6-4 17-10-0 4-6-4 22-7-0 4-9-0 27-4-0 4-9-0 29-10-8 2-6-8 34-9-14 4-11-6 39-9-5 4-11-6 45-4-0 5-6-11 46-8-0 1-4-0 0-10-16-4-1212-8-120-4-121-0-08.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [19:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.61 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.32 0.02 0.02 (loc) 22-23 22-23 15 15-17 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr *Except* B2,B4: 2x4 DF Stud WEBS 2x4 DF Stud *Except* W3,W4,W5,W6,W7,W10: 2x4 DF No.2 SLIDER Left 2x6 DF SS -˜ 2-9-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-8-8 oc bracing. WEBS 1 Row at midpt 7-23, 7-22, 9-22, 9-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 18=0-5-8, 24=0-5-8. (lb) - Max Horz2=-275(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 18=-137(LC 13), 15=-106(LC 9), 24=-128(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=571(LC 19), 18=2231(LC 20), 15=860(LC 35), 24=1675(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-423/107, 3-25=-328/117, 4-25=-281/126, 7-8=-791/336, 8-9=-774/334, 9-27=-298/230, 10-27=-506/179, 10-11=-370/184, 11-12=-90/803, 12-13=-785/118, 13-14=-956/106, 14-28=-1326/218, 28-29=-1381/212, 15-29=-1468/205 BOT CHORD 2-24=-43/328, 23-24=-1356/362, 5-23=-381/194, 23-30=0/544, 30-31=0/544, 22-31=0/544, 22-32=0/613, 21-32=0/613, 20-21=0/613, 19-20=-690/294, 18-19=-2168/465, 11-19=-1714/355, 15-17=-121/1319 WEBS 4-24=-430/57, 7-23=-1032/119, 8-22=-191/390, 9-22=-280/190, 9-20=-745/120, 10-20=-375/161, 11-20=-220/1418, 17-19=-16/442, 12-19=-1290/258, 12-17=-33/682, 14-17=-628/205 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-6, Interior(1) 3-2-6 to 13-3-10, Exterior(2R) 13-3-10 to 22-7-0, Interior(1) 22-7-0 to 42-1-10, Exterior(2E) 42-1-10 to 46-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 18=137, 15=106, 24=128. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A07 Truss Type Roof Special Qty 3 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:34 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-WEu9TUKX6CoXUxntfXvtscx2nIPexB2HLc_NB1ypEU? Scale = 1:87.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 HW1 T4 T5 B312 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 25 26 27 28 29 3x6 5x6 5x6 3x6 5x8 4x5 4x5 4x6 3x5 2x4 3x5 3x8 3x5 5x8 4x5 4x5 2x4 3x6 4x5 9-3-11 9-3-11 17-10-0 8-6-5 27-4-0 9-6-0 35-5-4 8-1-4 45-4-0 9-10-12 -1-4-0 1-4-0 6-1-11 6-1-11 11-11-13 5-10-3 17-10-0 5-10-3 22-7-0 4-9-0 27-4-0 4-9-0 33-1-9 5-9-9 38-11-2 5-9-9 45-4-0 6-4-14 46-8-0 1-4-0 0-10-16-4-1212-8-120-4-128.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.66 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.41 0.06 0.05 (loc) 17-18 17-18 15 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6: 2x4 DF No.2 SLIDER Left 2x6 DF SS -˜ 3-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15. WEBS 1 Row at midpt 6-18, 8-18, 8-17, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1846/0-5-8 (min. 0-2-1), 15=2850/0-5-8 (min. 0-3-1), 13=239/0-3-8 (min. 0-1-8) Max Horz2=-275(LC 10) Max Uplift2=-89(LC 12), 15=-145(LC 13), 13=-100(LC 9) Max Grav2=1935(LC 19), 15=2878(LC 2), 13=358(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2605/512, 3-4=-2476/541, 4-5=-2349/546, 5-21=-2168/557, 6-21=-2141/562, 6-22=-1692/508, 7-22=-1498/532, 7-8=-1619/545, 8-23=-1713/543, 9-23=-1871/530, 9-10=-1674/391, 10-11=-240/1255, 11-12=-254/1112, 12-24=-86/739, 24-25=-93/677, 13-25=-102/661 BOT CHORD 2-20=-287/2152, 20-26=-147/1810, 19-26=-147/1810, 19-27=-147/1810, 18-27=-147/1810, 18-28=-88/1489, 28-29=-88/1489, 17-29=-88/1489, 13-15=-623/171 WEBS 4-20=-290/206, 6-20=-67/593, 6-18=-970/318, 7-18=-390/1347, 8-18=-610/265, 8-17=-68/330, 9-17=-863/311, 10-17=-266/1718, 10-15=-2607/619, 12-15=-894/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-6, Interior(1) 3-2-6 to 13-3-10, Exterior(2R) 13-3-10 to 22-7-0, Interior(1) 22-7-0 to 42-1-10, Exterior(2E) 42-1-10 to 46-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13 except (jt=lb) 15=145. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A08 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:40 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-LOFQkXPIh2ZgCsF10o0H6sB4ijTBLuh9jXRhNhypETv Scale = 1:87.1 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10EV1 WCL2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 ST35 ST36 ST37 ST38 ST39 ST40 ST41 ST42 ST43 ST44ST45 ST46 ST47 ST48 B312 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 95 96 97 98 99 100 101 102 103 104 3x6 5x6 5x6 3x5 4x5 3x5 3x8 3x5 5x8 4x5 10x12 MT20HS 3x10 3x10 3x10 3x8 3x8 3x8 5x6 3x8 4x12 4x12 3x7 3x7 3x10 3x10 3x10 3x6 3x6 3x6 3x8 6x8 5x6 3x6 3x6 4x5 9-3-11 9-3-11 17-10-0 8-6-5 27-4-0 9-6-0 35-5-4 8-1-4 45-4-0 9-10-12 -1-4-0 1-4-0 6-1-11 6-1-11 11-11-13 5-10-3 17-10-0 5-10-3 22-7-0 4-9-0 27-4-0 4-9-0 33-1-9 5-9-9 38-11-2 5-9-9 45-4-0 6-4-14 46-8-0 1-4-0 0-10-16-4-1212-8-120-4-128.00 12 4.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-8], [4:0-0-6,Edge], [10:0-3-0,0-3-0], [14:0-4-0,0-2-4], [18:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.68 0.65 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.41 0.06 0.05 (loc) 16-17 16-17 14 16-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 470 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6,WCL2: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST2,ST5,ST7,ST14,ST28: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-14, 3-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=1853/0-5-8 (min. 0-2-1), 14=2836/0-5-8 (min. 0-3-1), 12=245/0-3-8 (min. 0-1-8) Max Horz20=-286(LC 10) Max Uplift20=-90(LC 12), 14=-145(LC 13), 12=-98(LC 9) Max Grav20=1941(LC 33), 14=2863(LC 2), 12=361(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-95=-821/258, 3-95=-706/272, 3-4=-2334/533, 4-96=-2152/553, 5-96=-2125/558, 5-97=-1679/505, 6-97=-1487/529, 6-7=-1607/542, 7-98=-1709/540, 8-98=-1866/527, 8-9=-1670/388, 9-10=-243/1239, 10-11=-257/1096, 11-99=-89/721, 99-100=-96/660, 12-100=-105/645, 2-20=-741/370 BOT CHORD 19-20=-287/2117, 19-101=-141/1790, 18-101=-141/1790, 18-102=-141/1790, 17-102=-141/1790, 17-103=-86/1482, 103-104=-86/1482, 16-104=-86/1482, 12-14=-607/174 WEBS 3-19=-276/217, 5-19=-66/590, 5-17=-947/311, 6-17=-386/1330, 7-17=-613/264, 7-16=-68/337, 8-16=-862/310, 9-16=-266/1704, 9-14=-2591/618, 11-14=-894/263, 3-20=-1818/266 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 3-2-6, Interior(1) 3-2-6 to 13-3-10, Exterior(2R) 13-3-10 to 22-7-0, Interior(1) 22-7-0 to 42-1-10, Exterior(2E) 42-1-10 to 46-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. Continued on page 2 Job 215642 Truss A08 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:41 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-papoxtQwSMhXq0qEaVXWe4jFS7oQ4LxJyBBEw7ypETu NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 12 except (jt=lb) 14=145. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss A10 Truss Type Common Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:44 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-D9UxavSplG36hUYpFe5DGiLtVKzAHuLle9PvWSypETr Scale = 1:75.3 EV1 T1 T2 EV2 B1 ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10ST11ST12ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 T3 T4 B2B31 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 62 61 60 59 58 57 56 55 54 53 52 51 50 49 4847 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3x8 3x6 3x6 3x6 3x6 3x6 34-9-8 34-9-8 -1-4-0 1-4-0 17-10-0 17-10-0 34-9-8 16-11-8 0-10-112-8-121-5-18.00 12 Plate Offsets (X,Y)-- [17:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 332 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST4,ST5,ST14,ST15,ST16,ST17,ST18,ST19: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 16-48, 15-50, 14-51, 13-52, 18-47, 19-45, 20-44, 21-43, 22-42 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-9-8. (lb) - Max Horz62=286(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 62=-340(LC 6), 33=-215(LC 9), 61=-310(LC 7), 34=-243(LC 11) Max Grav All reactions 250 lb or less at joint(s) 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 62=510(LC 19), 33=277(LC 6), 61=287(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-62=-374/223, 2-3=-324/273, 13-14=-177/287, 14-15=-202/330, 15-16=-234/385, 16-17=-215/353, 18-19=-243/402, 19-20=-221/363, 20-21=-192/314, 21-22=-169/273 WEBS 18-47=-306/156 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-11-8, Exterior(2N) 1-11-8 to 14-4-4, Corner(3R) 14-4-4 to 21-3-12, Exterior(2N) 21-3-12 to 31-2-0, Corner(3E) 31-2-0 to 34-7-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 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) 48, 50, 51, 52, 53, 54 , 55, 56, 57, 58, 59, 60, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 62=340, 33=215, 61=310, 34=243. Continued on page 2 Job 215642 Truss A10 Truss Type Common Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:45 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-iM2JnFTRWaBzJe7?pLcSpwu2FkJP0Lbutp9S3uypETq NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss B01 Truss Type Common Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:46 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-AYch?bT3HuJqwniBM27hL7R978X2lhq25Tu?bLypETp Scale = 1:75.0 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7HW1 HW2 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 19 20 21 22 23 24 3x6 5x6 3x6 5x8 4x5 4x5 4x6 3x8 3x4 3x4 1.5x4 3x4 3x4 1.5x4 5x8 4x5 4x5 4x6 9-0-12 9-0-12 17-10-0 8-9-4 26-7-4 8-9-4 35-8-0 9-0-12 -1-4-0 1-4-0 6-1-11 6-1-11 11-11-13 5-10-3 17-10-0 5-10-3 23-8-3 5-10-3 29-6-5 5-10-3 35-8-0 6-1-11 37-0-0 1-4-0 0-10-112-8-120-10-18.00 12 Plate Offsets (X,Y)-- [2:0-5-14,Edge], [12:0-5-14,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.43 0.62 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.32 0.08 0.04 (loc) 16-18 16-18 12 16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W4,W7: 2x4 DF Stud SLIDER Left 2x6 DF SS -˜ 3-8-11, Right 2x6 DF SS -˜ 3-8-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 REACTIONS.(lb/size) 2=1905/0-5-8 (min. 0-2-2), 12=1905/0-5-8 (min. 0-2-1) Max Horz2=259(LC 9) Max Uplift2=-90(LC 10), 12=-90(LC 11) Max Grav2=1978(LC 18), 12=1978(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2676/330, 3-4=-2561/356, 4-5=-2450/369, 5-6=-2260/383, 6-19=-1796/369, 7-19=-1681/385, 7-20=-1681/385, 8-20=-1796/369, 8-9=-2358/383, 9-10=-2451/365, 10-11=-2561/356, 11-12=-2676/330 BOT CHORD 2-18=-176/2236, 18-21=-82/1908, 17-21=-82/1908, 17-22=-82/1908, 16-22=-82/1908, 16-23=-82/1805, 15-23=-82/1805, 15-24=-82/1805, 14-24=-82/1805, 12-14=-176/2043 WEBS 7-16=-262/1506, 8-16=-782/220, 8-14=-27/579, 10-14=-266/155, 6-16=-782/220, 6-18=-27/578, 4-18=-266/155 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-2-13, Interior(1) 2-2-13 to 14-3-3, Exterior(2R) 14-3-3 to 21-4-13, Interior(1) 21-4-13 to 33-5-3 , Exterior(2E) 33-5-3 to 37-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss B02 Truss Type Common Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:49 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-a7IqdcWyaphOnFRm2BgOzm3kDLgTyAwUnR7gCfypETm Scale = 1:76.1 EV1 T1 T2 EV2B1 ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10ST11ST12ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21ST22ST23 ST24ST25ST26 T3 B2B31 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 3x8 3x6 3x6 3x8 3x6 5x6 3x6 35-8-0 35-8-0 -1-4-0 1-4-0 17-10-0 17-10-0 35-8-0 17-10-0 37-0-0 1-4-0 0-10-112-8-120-10-18.00 12 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0], [16:0-3-0,Edge], [27:0-2-13,0-1-8], [46:0-2-4,0-1-8], [49:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.18 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.01 (loc) 32 31 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 336 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST4,ST5,ST6,ST14,ST15,ST16,ST17,ST18,ST19: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 15-48, 14-50, 13-51, 12-52, 11-53, 17-47, 18-45, 19-44, 20-43, 21-42 REACTIONS.All bearings 35-8-0. (lb) - Max Horz62=-277(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except 62=-165(LC 6), 61=-172(LC 7), 34=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 48, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 47, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 34 except 62=332(LC 19), 33=272(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-62=-269/127, 2-3=-252/211, 13-14=-161/279, 14-15=-191/333, 17-18=-191/333, 18-19=-161/279 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 2-4-12, Exterior(2N) 2-4-12 to 14-3-3, Corner(3R) 14-3-3 to 21-3-4, Exterior(2N) 21-3-4 to 33-3-4, Corner(3E) 33-3-4 to 37-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 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) 33, 50, 51, 52, 53, 54 , 55, 56, 57, 58, 59, 60, 45, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35 except (jt=lb) 62=165, 61=172, 34=131. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss C01 Truss Type Roof Special Qty 3 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:52 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-_izyFeYqtk3zeiALjJE5bOg5pYXj9JbwUPLKp_ypETj Scale = 1:68.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV2 WCR2 T4 B2B312 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 3x6 4x5 2x4 3x8 4x8 3x4 1.5x4 3x4 3x4 5x8 4x8 4x5 5x6 3x6 8-7-11 8-7-11 16-8-0 8-0-5 22-0-0 5-4-0 31-1-8 9-1-8 -1-4-0 1-4-0 5-11-9 5-11-9 11-3-12 5-4-4 16-8-0 5-4-4 22-0-0 5-4-0 26-5-0 4-5-0 31-1-8 4-8-8 0-4-125-11-711-3-72-1-154.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.80 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.44 0.10 0.09 (loc) 13-15 13-15 10 13-15 l/defl >999 >839 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6,W7,WCR2: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 1 Row at midpt 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1731/0-3-8 (min. 0-1-14), 10=1600/0-5-8 (min. 0-1-11) Max Horz2=263(LC 9) Max Uplift2=-129(LC 8), 10=-63(LC 12) Max Grav2=1776(LC 19), 10=1605(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-4106/765, 3-16=-4032/780, 3-17=-3680/675, 4-17=-3598/682, 4-5=-2532/550, 5-6=-2458/562, 6-18=-1640/439, 18-19=-1443/448, 7-19=-1390/466, 7-20=-1350/500, 8-20=-1484/476, 9-22=-316/202, 9-10=-311/226 BOT CHORD 2-15=-655/3795, 14-15=-494/3104, 13-14=-494/3104, 12-13=-317/2355, 11-12=-317/2355, 11-23=-103/958, 23-24=-103/958, 10-24=-103/958 WEBS 3-15=-461/195, 4-15=-5/655, 4-13=-1222/219, 6-13=-59/826, 6-11=-1990/514, 7-11=-476/1599, 8-10=-1536/217 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-9-6, Interior(1) 1-9-6 to 18-10-10, Exterior(2R) 18-10-10 to 25-1-6, Interior(1) 25-1-6 to 27-10-6, Exterior(2E) 27-10-6 to 30-11-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=129. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss C02 Truss Type Roof Special Qty 3 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:54 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-x45jgKa4OLKhu0JkqkGZgpmRsMCydC6DxjqRttypETh Scale = 1:68.8 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV2 WCR2 T4 B2B3SB112 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 3x6 4x5 3x4 3x8 5x8 WB3x4 1.5x4 3x4 3x4 5x8 4x8 4x5 5x8 4x6 8-7-11 8-7-11 16-8-0 8-0-5 22-0-0 5-4-0 32-0-0 10-0-0 -1-4-0 1-4-0 5-11-9 5-11-9 11-3-12 5-4-4 16-8-0 5-4-4 22-0-0 5-4-0 26-10-4 4-10-4 32-0-0 5-1-12 0-4-125-11-711-3-71-3-74.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.81 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.10 0.10 (loc) 10-11 10-11 10 13-15 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6,W7,WCR2: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-8 oc bracing. WEBS 1 Row at midpt 6-11, 8-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1776/0-3-8 (min. 0-1-15), 10=1646/0-3-8 (min. 0-1-12) Max Horz2=253(LC 9) Max Uplift2=-127(LC 8), 10=-59(LC 12) Max Grav2=1816(LC 19), 10=1648(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-4223/792, 3-16=-4148/806, 3-17=-3799/701, 4-17=-3717/709, 4-5=-2654/578, 5-6=-2579/590, 6-18=-1755/462, 18-19=-1567/470, 7-19=-1517/489, 7-20=-1483/515, 8-20=-1633/489, 8-21=-334/234, 9-21=-541/218, 9-10=-479/245 BOT CHORD 2-15=-674/3905, 14-15=-514/3218, 13-14=-514/3218, 12-13=-337/2470, 11-12=-337/2470, 11-22=-153/1150, 22-23=-153/1150, 10-23=-153/1150 WEBS 3-15=-457/195, 4-15=-4/654, 4-13=-1220/218, 6-13=-62/814, 6-11=-2040/528, 7-11=-496/1768, 8-11=-336/281, 8-10=-1503/226 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-10-6, Interior(1) 1-10-6 to 18-9-10, Exterior(2R) 18-9-10 to 25-2-6, Interior(1) 25-2-6 to 28-7-14, Exterior(2E) 28-7-14 to 31-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=127. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss C03 Truss Type Roof Special Qty 5 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:56 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-tTDT5?bLwyaP7KT6y9I1lErnPAuQ56bWO1JXylypETf Scale = 1:69.6 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 EV2 WCR2 T4 B2B3SB112 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 3x6 4x5 3x6 3x8 5x8 WB3x4 1.5x4 3x4 3x4 5x8 4x8 4x5 6x10 MT20HS 3x4 4x6 8-7-11 8-7-11 16-8-0 8-0-5 22-0-0 5-4-0 32-0-0 10-0-0 -1-4-0 1-4-0 5-11-9 5-11-9 11-3-12 5-4-4 16-8-0 5-4-4 22-0-0 5-4-0 26-10-4 4-10-4 32-0-0 5-1-12 33-4-0 1-4-0 0-4-125-11-711-3-71-3-74.00 12 12.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.81 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.55 0.10 0.09 (loc) 12-13 12-13 12 15-17 l/defl >999 >695 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 176 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6,W7,WCR2: 2x4 DF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-10-5 oc bracing: 2-17. WEBS 1 Row at midpt 6-13, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1773/0-3-8 (min. 0-1-15), 12=1773/0-3-8 (min. 0-1-14) Max Horz2=263(LC 11) Max Uplift2=-128(LC 8), 12=-64(LC 12) Max Grav2=1815(LC 19), 12=1773(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-4219/778, 3-18=-4145/792, 3-19=-3795/687, 4-19=-3713/694, 4-5=-2650/562, 5-6=-2576/575, 6-20=-1751/448, 20-21=-1564/456, 7-21=-1511/475, 7-22=-1477/496, 8-22=-1621/477, 8-9=-380/268, 9-10=-567/242, 10-12=-613/372 BOT CHORD 2-17=-566/3901, 16-17=-404/3214, 15-16=-404/3214, 14-15=-227/2467, 13-14=-227/2467, 13-23=-29/1133, 23-24=-29/1133, 12-24=-29/1133 WEBS 3-17=-457/195, 4-17=-4/654, 4-15=-1220/219, 6-15=-62/814, 6-13=-2038/520, 7-13=-467/1754, 8-13=-319/251, 8-12=-1481/176 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-10-6, Interior(1) 1-10-6 to 18-9-10, Exterior(2R) 18-9-10 to 25-2-6, Interior(1) 25-2-6 to 30-1-10, Exterior(2E) 30-1-10 to 33-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 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 = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=128. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss C04 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:33:59 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-H2ubj1dDDtyz_nChdHskNtTIQNzKIU4y5?YBY4ypETc Scale = 1:72.9 T1 T2 T3 B1W1 W2 W3 W4 W5 W6 W7 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6ST7 ST8 ST9 ST10 ST11 ST12ST13 ST14ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30T4 B2B312 3 4 5 6 7 8 9 10 11 24 23 22 21 20 19 18 16 15 14 13 12 63 64 65 66 67 17 68 69 5x6 4x5 3x6 3x4 3x5 3x4 5x12 3x8 4x5 5x6 3x4 3x6 3x6 5x6 3x6 6x8 3x7 6x8 3x6 3x7 3x7 3x7 3x7 3x7 3x7 3x6 8-7-11 8-7-11 12-0-0 3-4-5 16-8-0 4-8-0 22-0-0 5-4-0 32-0-0 10-0-0 -1-4-0 1-4-0 5-11-9 5-11-9 11-3-12 5-4-4 16-8-0 5-4-4 22-0-0 5-4-0 26-10-4 4-10-4 32-0-0 5-1-12 33-4-0 1-4-0 0-4-125-11-711-3-71-3-74.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-1-8], [5:0-3-0,0-1-8], [16:0-3-0,0-3-0], [20:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.61 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.49 0.02 0.02 (loc) 12-13 12-13 12 13-15 l/defl >805 >488 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 291 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6,W7,WCR2: 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST20,ST22: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 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.All bearings 12-3-8 except (jt=length) 12=0-3-8, 17=0-3-8. (lb) - Max Horz2=263(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 12, 23 except 2=-106(LC 8), 18=-149(LC 3), 20=-236(LC 12) Max Grav All reactions 250 lb or less at joint(s) 19, 21, 22, 23, 24 except 2=320(LC 33), 12=1333(LC 20), 20=1741(LC 19), 17=291(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-64=-123/504, 4-64=-115/636, 4-5=-1140/322, 5-6=-1067/334, 6-65=-1071/337, 65-66=-902/344, 7-66=-880/363, 7-67=-828/384, 8-67=-1094/358, 8-9=-309/262, 9-10=-516/235, 10-12=-573/367 BOT CHORD 19-20=-73/422, 18-19=-73/422, 17-18=-73/422, 16-17=-73/422, 15-16=-73/422, 14-15=-23/1005, 13-14=-23/1005, 13-68=0/795, 68-69=0/795, 12-69=0/795 WEBS 3-20=-582/237, 4-20=-1679/402, 4-15=-89/728, 6-15=-376/96, 6-13=-616/298, 7-13=-310/869, 8-13=-366/263, 8-12=-1050/69 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-10-6, Interior(1) 1-10-6 to 18-9-10, Exterior(2R) 18-9-10 to 25-2-6, Interior(1) 25-2-6 to 30-1-10, Exterior(2E) 30-1-10 to 33-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 23 except (jt=lb) 2=106, 18=149, 20=236. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 215642 Truss C04 Truss Type Roof Special Structural Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:34:00 2021 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-lES_xNer_B4qcxntB?Nzw40TAnIZ1xK5JfHl5XypETb LOAD CASE(S) Standard Job 215642 Truss D01 Truss Type Common Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:34:02 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-idakL3g5WoKYrFwGIPPR?V5w0a6uV2mOnyms9PypETZ Scale = 1:68.0 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 T3 B21 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 37 38 3x4 3x4 3x6 3x6 3x4 3x4 5x6 5x6 20-0-0 20-0-0 -1-4-0 1-4-0 10-0-0 10-0-0 20-0-0 10-0-0 21-4-0 1-4-0 1-3-711-3-71-3-712.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [10:0-3-0,Edge], [24:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.31 0.10 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 20 19 21 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 187 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST8,ST9,ST10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-29, 8-30, 11-28, 12-27 REACTIONS.All bearings 20-0-0. (lb) - Max Horz36=261(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 30, 31, 32, 33, 34, 27, 26, 25, 24, 23 except 36=-192(LC 6), 21=-164(LC 7), 35=-215(LC 7), 22=-198(LC 6) Max Grav All reactions 250 lb or less at joint(s) 29, 30, 31, 32, 33, 34, 35, 28, 27, 26, 25, 24, 23, 22 except 36=334(LC 19), 21=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-36=-266/147, 7-8=-142/317, 8-9=-201/437, 11-12=-202/439, 12-13=-143/319, 19-21=-251/127 WEBS 9-29=-288/100, 11-28=-291/102 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 7-0-0, Corner(3R) 7-0-0 to 13-0-0, Exterior(2N) 13-0-0 to 18-4-0, Corner(3E) 18-4-0 to 21-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 1-4-0 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) 30, 31, 32, 33, 34, 27 , 26, 25, 24, 23 except (jt=lb) 36=192, 21=164, 35=215, 22=198. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss E01 Truss Type Common Qty 6 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:34:04 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-e0iUmkhM2QaG4Z4fQqSv4wAHxOnjzy2hEGFyEIypETX Scale = 1:37.7 T1 T2 B1 W1 1 2 3 4 56 7 8 4x5 3x4 3x4 1.5x4 5-0-0 5-0-0 10-0-0 5-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 10-0-0 5-0-0 11-4-0 1-4-0 0-5-35-5-30-5-312.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [4:0-2-6,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.21 0.15 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 -0.01 (loc) 4-6 2-6 4 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied 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) 2=627/0-5-8 (min. 0-1-8), 4=627/0-5-8 (min. 0-1-8) Max Horz2=-132(LC 8) Max Uplift2=-36(LC 10), 4=-36(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-513/132, 3-7=-359/151, 3-8=-359/151, 4-8=-513/132 BOT CHORD 2-6=0/261, 4-6=0/261 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 2-0-0, Exterior(2R) 2-0-0 to 8-0-0, Interior(1) 8-0-0 to 8-4-0, Exterior(2E) 8-4-0 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss E02 Truss Type Common Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:34:06 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-aOqFBQjcZ1q_KsE1XFUN9LGecCT2Rtz_iak3IAypETV Scale = 1:37.7 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 3x4 10-0-0 10-0-0 -1-4-0 1-4-0 5-0-0 5-0-0 10-0-0 5-0-0 11-4-0 1-4-0 0-5-35-5-30-5-312.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-0-14], [6:0-2-0,Edge], [10:0-4-0,0-0-14] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.14 0.09 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied 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 10-0-0. (lb) - Max Horz2=-132(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 15, 16, 17, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 14, 13, 12 except 2=263(LC 1), 10=263(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-17=-64/316, 16-17=-64/316, 15-16=-64/316, 14-15=-64/316, 13-14=-64/316, 12-13=-64/316, 10-12=-64/316 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-6-12, Exterior(2N) 1-6-12 to 2-0-0, Corner(3R) 2-0-0 to 8-0-0, Exterior(2N) 8-0-0 to 8-4-0, Corner(3E) 8-4-0 to 11-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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) 2, 10, 15, 16, 17, 13, 12. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 215642 Truss J01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Aeryk Checketts Meadow Grove Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Aug 10 11:34:08 2021 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:xmQRm66NdnGdW8YkH5Q0eDypEu6-Wnx?c6ks5e4iZAOQfgWrEmL_5?AFvn7H9uDAN3ypETT Scale = 1:9.0 T1 EV2 B11 2 3 4 2x4 2x4 2x4 -1-4-0 1-4-0 2-8-0 2-8-0 0-4-121-3-74.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 1 1 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-0 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) 4=101/2-8-0 (min. 0-1-8), 2=273/2-8-0 (min. 0-1-8) Max Horz2=37(LC 11) Max Uplift4=-7(LC 12), 2=-66(LC 8) Max Grav4=132(LC 19), 2=373(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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) 4, 2. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard