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HomeMy WebLinkAboutTRUSS SPECS - 20-00748 - 1186 Torrey Ln - Dayton New SFR212 712 =3x8 =1.5x4 =3x6 =3x6 =6x12 =5x6 =6x8 =5x6 =3x4 =5x6 =5x8 =3x6 =3x6 =2x4 1 2 15 14 13 19 20 12 11 23 24 10 21 22 3 4 5 91816 86 17 7 T1 T3 T2 T4 W12 B1 B4B3B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 1-6-0 -1-6-0 5-5-4 12-6-0 5-6-0 18-0-0 5-6-0 23-6-0 5-6-0 29-0-0 7-0-12 7-0-12 6-2-13 35-2-13 2-9-3 38-0-0 2-1-8 12-4-4 4-3-10 10-2-12 5-11-2 5-11-2 7-8-6 29-0-0 8-11-6 21-3-10 9-0-0 38-0-0 12 -3 -1 0-3-13 6 -9 -5 2 -4 -13 2 -4 -13 9 -7 -8 12 -0 -5 Scale = 1:68.7 Plate Offsets (X, Y):[2:0-3-4,Edge], [11:0-4-0,0-3-0], [12:0-3-0,0-3-4], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.21 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.32 10-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.04 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 12 >999 240 BCDL 7.0 Weight: 215 lb FT = 20% 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* W5,W7,W8,W9,W10,W11:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=0/0-3-8, (min. 0-1-8), 10=1286/0-5-8, (min. 0-1-10), 14=0/0-5-8, (min. 0-2-4) Max Horiz 2=366 (LC 12) Max Uplift 2=-196 (LC 8), 10=-237 (LC 12), 14=-458 (LC 12) Max Grav 2=656 (LC 31), 10=1507 (LC 33), 14=2065 (LC 19) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-760/224, 3-4=-405/1290, 4-5=-1088/104, 5-16=-1468/325, 6-16=-1220/347, 6-17=-892/288, 7-17=-769/309, 7-8=-998/302 BOT CHORD 2-15=-208/681, 14-15=-253/544, 13-14=-238/866, 13-19=-407/1351, 19-20=-407/1351, 12-20=-407/1351, 12-21=-290/1106, 21-22=-290/1106, 11-22=-290/1106, 11-23=-106/485, 23-24=-106/485, 10-24=-106/485 WEBS 3-15=0/297, 3-14=-1898/422, 4-14=-2362/519, 4-13=-93/701, 5-13=-888/247, 5-12=-401/177, 6-12=-83/488, 6-11=-769/293, 7-11=-131/438, 8-11=-78/543, 8-10=-1562/354 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2, 458 lb uplift at joint 14 and 237 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A01 3 120-089476T Roof Special Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:56 Page: 1 ID:WsDyHSLMtEDFvIRnFH?HA4yqW8G-BFjXYxNQ1Hyla2EdkTG0CglLwUls24pYyIW53PyqHR? 212 712 =3x8 =1.5x4 =3x6 =5x6 =6x12 =5x6 =7x10 =3x4 =3x4 =5x6 =5x6 =5x8 =3x4 =3x6 =4x5 =2x4 1 2 17 16 15 14 22 23 13 12 24 25 11 18 3 4 19 5 1020 96 21 7 8 T1 T3 T2 T4 T5 W12 B1 B3B2 W1 W2 W3 W4 W9 W9 W10 W11 W6W5 W7 W8 1 -0 -0 1-0-0 29-6-0 1-6-0 -1-6-0 5-5-4 12-6-0 5-4-0 17-10-0 5-4-0 23-2-0 5-4-0 28-6-0 7-0-12 7-0-12 6-0-13 35-6-13 2-5-3 38-0-0 1-3-8 29-7-12 2-1-8 12-4-4 4-3-10 10-2-12 5-11-2 5-11-2 7-10-4 28-4-4 8-1-12 20-6-0 8-4-4 38-0-0 11 -11 -9 0-3-13 6 -9 -5 10 -11 -13 2 -4 -13 2 -4 -13 9 -4 -0 11 -8 -13 Scale = 1:68.9 Plate Offsets (X, Y):[2:0-3-4,Edge], [7:0-3-0,0-2-5], [8:0-4-12,0-2-12], [13:0-3-0,0-3-0], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL)-0.29 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.37 13-14 >896 240 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.05 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 13-14 >999 240 BCDL 7.0 Weight: 233 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T4:2x6 DF 1800F 1.6E or 2x6 DF SS 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* W9,W10,W11,W7,W8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E, W5:2x6 DF 1800F 1.6E or 2x6 DF SS BRACING TOP CHORD Structural wood sheathing directly applied or 3-11-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-12, 9-11, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=435/0-3-8, (min. 0-1-8), 11=1277/0-5-8, (min. 0-2-4), 16=2124/0-5-8, (min. 0-2-10) Max Horiz 2=361 (LC 12) Max Uplift 2=-203 (LC 8), 11=-224 (LC 12), 16=-474 (LC 12) Max Grav 2=642 (LC 36), 11=2127 (LC 33), 16=2481 (LC 33) 2 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-684/712, 3-18=-614/733, 3-4=-475/1367, 4-19=-1367/100, 5-19=-1227/183, 5-20=-2389/327, 6-20=-2014/347, 6-21=-1528/293, 7-21=-1285/313, 7-8=-1104/311, 8-9=-1500/294 BOT CHORD 2-17=-593/605, 16-17=-682/470, 15-16=-182/1131, 14-15=-382/2081, 14-22=-285/1721, 22-23=-285/1721, 13-23=-285/1721, 12-13=-128/1104, 12-24=-96/606, 24-25=-96/606, 11-25=-96/606 WEBS 3-17=0/293, 3-16=-1900/426, 4-16=-3241/543, 4-15=-131/1011, 7-13=-145/687, 9-12=-94/824, 9-11=-2175/358, 5-14=-408/154, 5-15=-1409/289, 6-14=-81/581, 6-13=-1149/293 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 2, 474 lb uplift at joint 16 and 224 lb uplift at joint 11. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A02 1 120-089476T Roof Special Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:57 Page: 1 ID:BTOvHsA0ZkCQT1PQvFIrZpyqWCM-bqPgAzQJKCKKRVyBQbqjqJMs_ilOFPT_eGllejyqHQy 212 712 =3x6 =3x6 =3x4 =4x5 =5x6 =6x8 =5x8 =3x4 =3x4 =5x6 =5x8 =5x8 =3x4 =3x6 =3x6 =2x4 1 2 16 15 14 23 24 13 25 12 26 27 11 17 3 4 5 101822196 921 8207 T1 T3 T2 T4 T5 W12 B1 B3B2 W3 W8 W9 W8 W2 W10 W11 W1 W5W4 W6 W7 1-6-0 -1-6-0 3-3-0 34-9-0 5-0-0 31-6-0 4-8-0 17-2-0 4-8-0 21-10-0 5-5-4 12-6-0 4-8-0 26-6-0 7-0-12 7-0-12 3-3-0 38-0-0 2-1-8 12-4-4 4-8-8 31-4-4 6-7-12 38-0-0 7-1-12 26-7-12 7-1-12 19-6-0 10-2-12 10-2-12 10 -9 -9 0-3-13 6 -9 -5 2 -4 -13 2 -4 -13 8 -2 -0 10 -6 -13 Scale = 1:68.6 Plate Offsets (X, Y):[2:0-3-4,Edge], [4:0-5-11,Edge], [5:0-4-0,0-3-0], [7:0-4-0,0-2-4], [8:0-6-0,0-2-4], [13:0-4-0,0-3-0], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.19 2-16 >637 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.33 2-16 >366 240 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.05 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 2-16 >999 240 BCDL 7.0 Weight: 232 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W2,W1,W5,W4:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 8-12, 9-11, 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=464/0-3-8, (min. 0-1-8), 11=1287/0-5-8, (min. 0-1-15), 16=2084/0-5-8, (min. 0-2-8) Max Horiz 2=341 (LC 14) Max Uplift 2=-185 (LC 8), 11=-198 (LC 12), 16=-455 (LC 12) Max Grav 2=658 (LC 36), 11=1834 (LC 33), 16=2329 (LC 33) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-703/499, 3-17=-620/527, 3-4=-470/1214, 4-5=-1547/96, 5-18=-2260/336, 18-19=-2011/340, 6-19=-1932/347, 6-7=-1508/331, 7-20=-1128/326, 8-20=-1128/326, 8-21=-954/281, 9-21=-1098/268 BOT CHORD 2-16=-455/631, 15-16=-212/1256, 14-15=-366/1968, 14-23=-296/1656, 23-24=-296/1656, 13-24=-296/1656, 13-25=-127/816, 12-25=-127/816, 12-26=-105/600, 26-27=-105/600, 11-27=-105/600 WEBS 4-15=-159/751, 7-13=-63/306, 8-13=-162/729, 8-12=-465/145, 4-16=-2924/626, 9-12=-102/598, 9-11=-1698/303, 3-16=-1875/514, 5-14=-380/132, 5-15=-1081/253, 6-14=-54/502, 6-13=-988/239 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2, 198 lb uplift at joint 11 and 455 lb uplift at joint 16. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03 1 120-089476T Roof Special Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:57 Page: 1 ID:jVNY2emZOuRduauZsyoY42yqWKe-bqPgAzQJKCKKRVyBQbqjqJMs9inkFOb_eGllejyqHQy 212 712 =3x6 =3x6 =3x4 =3x6 =5x6 =6x12 =3x4 =7x10 =5x8 =5x6 =3x6 =3x6 =4x5 =2x4 1 2 14 13 1218 19 11 20 2110 9 3 4 8 17 5 7 15 16 6 T1 T3 T2 T4 W9 B1 B3B2 W3 W4 W5 W6 W7 W6 W5 W8 W2 W1 1-6-0 -1-6-0 5-5-4 12-6-0 7-0-12 7-0-12 6-6-13 33-0-13 6-6-13 26-6-0 4-11-3 38-0-0 7-5-3 19-11-3 2-1-8 12-4-4 4-6-0 38-0-0 7-0-0 33-6-0 7-0-0 26-6-0 7-1-12 19-6-0 10-2-12 10-2-12 10 -9 -9 0-3-13 3 -10 -5 2 -4 -13 2 -4 -13 8 -2 -0 10 -6 -13 Scale = 1:68.6 Plate Offsets (X, Y):[2:0-3-4,Edge], [11:0-4-0,0-3-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.19 2-14 >637 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.33 2-14 >366 240 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT)0.03 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 2-14 >999 240 BCDL 7.0 Weight: 198 lb FT = 20% 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* W4,W6,W7,W9:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=449/0-3-8, (min. 0-1-8), 9=1282/0-5-8, (min. 0-1-9), 14=2105/0-5-8, (min. 0-2-4) Max Horiz 2=273 (LC 12) Max Uplift 2=-195 (LC 8), 9=-217 (LC 13), 14=-470 (LC 12) Max Grav 2=506 (LC 27), 9=1481 (LC 20), 14=2105 (LC 1) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-626/337, 3-4=-462/1292, 4-5=-1625/328, 5-15=-1116/326, 15-16=-1069/328, 6-16=-955/351, 6-7=-1254/347, 7-17=-952/242, 8-17=-1140/229, 8-9=-1457/296 BOT CHORD 2-14=-269/556, 13-14=-166/824, 12-13=-168/825, 12-18=-298/1256, 18-19=-298/1256, 11-19=-298/1256, 11-20=-172/1008, 20-21=-172/1008, 10-21=-172/1008 WEBS 4-12=-134/668, 5-11=-737/250, 6-11=-164/511, 7-10=-715/184, 8-10=-201/1242, 4-14=-2274/648, 3-14=-1877/498 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2, 217 lb uplift at joint 9 and 470 lb uplift at joint 14. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A04 7 120-089476T Roof Special Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:58 Page: 1 ID:8pXaTMd3ALsXmdHYRNrFV_yqXB1-30z2NIQx4WSB3fXOzJLyNWv0e57z_w88twUJBAyqHQx 212 712 =3x6 =3x6 =3x4 =3x6 =5x6 =6x12 =3x4 =7x10 =5x8 =5x6 =3x6 =3x6 =4x5 =2x4 1 13 12 1116 17 10 18 199 8 2 3 7 15 64 14 5 T1 T3 T2 T4 W9 B1 B3B2 W1 W2 W3 W4 W5 W6 W7 W6 W5 W8 5-5-4 12-6-0 7-0-12 7-0-12 6-6-13 26-6-0 6-6-13 33-0-13 4-11-3 38-0-0 7-5-3 19-11-3 2-1-8 12-4-4 4-6-0 38-0-0 7-0-0 26-6-0 7-0-0 33-6-0 7-1-12 19-6-0 10-2-12 10-2-12 10 -6 -13 0-3-13 3 -10 -5 2 -4 -13 2 -4 -13 8 -2 -0 10 -6 -13 Scale = 1:66.3 Plate Offsets (X, Y):[1:0-3-4,Edge], [10:0-4-0,0-3-0], [12:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.86 Vert(LL)-0.19 1-13 >637 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.34 1-13 >358 240 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(CT)0.03 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 1-13 >999 240 BCDL 7.0 Weight: 196 lb FT = 20% 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* W4,W6,W7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=292/0-3-8, (min. 0-1-8), 8=1280/0-5-8, (min. 0-1-9), 13=2124/0-5-8, (min. 0-2-4) Max Horiz 1=265 (LC 12) Max Uplift 1=-109 (LC 8), 8=-216 (LC 13), 13=-476 (LC 12) Max Grav 1=488 (LC 30), 8=1451 (LC 19), 13=2124 (LC 1) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-643/343, 2-3=-465/1304, 3-4=-1570/321, 4-14=-1110/326, 5-14=-951/351, 5-6=-1235/345, 6-15=-938/241, 7-15=-1115/237, 7-8=-1427/294 BOT CHORD 1-13=-252/574, 12-13=-160/792, 11-12=-162/793, 11-16=-294/1246, 16-17=-294/1246, 10-17=-294/1246, 10-18=-171/987, 18-19=-171/987, 9-19=-171/987 WEBS 2-13=-1910/523, 3-13=-2262/637, 3-11=-142/676, 4-10=-706/251, 5-10=-167/512, 6-9=-699/183, 7-9=-200/1217 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 109 lb uplift at joint 1, 476 lb uplift at joint 13 and 216 lb uplift at joint 8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A05 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:58 Page: 1 ID:CQHccJys?bRbpUyIvetxxdyqW4u-30z2NIQx4WSB3fXOzJLyNWv0e57z_wI8twUJBAyqHQx 312 712 =3x8 =3x6 =6x12 =3x6 =5x8 =5x6 =3x4 =5x6 =5x8 =3x4 =5x8 =5x6 =4x5 =4x5 =6x8 1 2 15 14 13 19 20 12 21 22 11 10 3 9 8 417 167185 6 T4 T5 T3 T2 T1 B4B1B2B3 W10 W9W8 W7 W6W5 W4W3 W2W1 HW2 1-6-0 -1-6-0 5-8-8 12-1-0 6-4-8 6-4-8 5-8-8 17-9-8 5-8-8 23-6-0 6-2-13 35-11-11 6-2-13 29-8-13 6-6-5 42-6-0 0-2-12 4-8-12 1-6-0 6-2-12 4-6-0 4-6-0 8-2-0 23-6-0 9-1-4 15-4-0 9-3-0 42-6-0 9-9-0 33-3-0 12 -3 -2 0-5-5 0 -11 -5 2 -0 -7 2 -0 -7 9 -11 -14 12 -0 -5 Scale = 1:75.7 Plate Offsets (X, Y):[2:Edge,0-0-6], [4:0-4-0,0-3-0], [8:0-3-0,0-3-0], [11:0-4-0,0-3-0], [12:0-4-0,0-3-0], [13:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.35 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.65 Vert(CT)-0.50 11-12 >901 240 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.10 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 11-12 >999 240 BCDL 7.0 Weight: 228 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W10,W4,W2,W1:2x4 DF Stud/Std SLIDER Right 2x6 DF SS or 1800F 1.6E -- 3-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11-3 oc bracing. WEBS 1 Row at midpt 7-12, 5-12, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)10=1812/ Mechanical, (min. 0-1-8), 15=2482/0-5-8, (min. 0-2-10) Max Horiz 15=316 (LC 9) Max Uplift 10=-336 (LC 13), 15=-502 (LC 12) Max Grav 10=1896 (LC 20), 15=2482 (LC 1) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-1931/530, 7-16=-2394/622, 8-16=-2621/608, 8-9=-2798/603, 9-10=-2957/582, 3-4=-1673/433, 4-17=-2345/501, 17-18=-2324/523, 5-18=-2087/525, 5-6=-1809/533, 2-3=-948/2258 BOT CHORD 2-15=-2086/966, 14-15=-264/1519, 13-14=-431/2170, 13-19=-301/1916, 19-20=-301/1916, 12-20=-301/1916, 12-21=-251/2062, 21-22=-251/2062, 11-22=-251/2062, 10-11=-398/2327 WEBS 8-11=-275/227, 7-11=-121/480, 7-12=-1021/350, 6-12=-362/1291, 5-12=-868/307, 5-13=-89/425, 4-13=-343/189, 4-14=-1408/702, 3-14=-307/912, 3-15=-3297/928 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 10 and 502 lb uplift at joint 15. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B01 8 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:58 Page: 1 ID:j5Y1DKQLREhYBYPvF37P3IyqXHl-30z2NIQx4WSB3fXOzJLyNWv0U53N_uz8twUJBAyqHQx 712 =3x6 =3x4 =3x4 =5x6 =3x8 =3x8 =3x4 =4x12 =3x4 =3x8 =5x6 =3x8 =5x6 =3x8 =3x8 =5x6 =3x8 =3x4 =4x12 =3x4 =3x8 =3x8 =5x6 =3x4 =3x4 =3x6 1 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 234551 2 22 4741 3 21 46 524450 4 20195618 4842 7 17 8 164943 9 15 10 14 11 13 12 T2 T1 T2 T3 B1 B3B2 W4 W3 W2 W1 W3W2 W1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST2 ST3ST1 ST11 ST12 ST9 ST10 ST8 ST6 ST7 ST4 ST5 ST2 ST3 ST1 HW1HW1 0-0-8 38-0-0 6-2-13 31-5-11 6-2-13 12-9-3 6-2-13 25-2-13 6-2-13 19-0-0 6-5-13 37-11-8 6-6-5 6-6-5 9-4-4 28-4-4 9-4-4 19-0-0 9-7-12 9-7-12 9-7-12 38-0-0 0-7-4 11 -8 -4 Scale = 1:63.3 Plate Offsets (X, Y):[5:0-2-4,0-3-4], [19:0-2-4,0-3-4], [30:0-3-0,0-3-0], [34:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL)-0.01 23-24 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)-0.02 23-24 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.01 23 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 1-40 >999 240 BCDL 7.0 Weight: 318 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std *Except* ST11,ST8:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 3-8-2, Right 2x4 DF Stud/Std -- 3-8-2 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. WEBS 1 Row at midpt 12-32 JOINTS 1 Brace at Jt(s): 41, 42, 44, 47, 48, 50 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 38-0-0. (lb) -Max Horiz 1=-297 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 23, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37, 38 except 24=-179 (LC 13), 40=-192 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 25, 26, 27, 28, 29, 32, 35, 36, 37, 38, 39 except 1=257 (LC 22), 23=253 (LC 19), 24=470 (LC 19), 30=318 (LC 19), 31=330 (LC 19), 33=330 (LC 18), 34=318 (LC 18), 40=471 (LC 21) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/157 WEBS 11-41=-296/89, 33-41=-302/90, 10-42=-301/97, 34-42=-289/100, 3-40=-377/207, 13-47=-296/87, 31-47=-302/87, 14-48=-301/97, 30-48=-289/103, 21-24=-377/196 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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) 1, 32, 27, 37, 23, 33, 34, 35, 36, 38, 31, 30, 28, 26 except (jt=lb) 40=191, 24=179. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply C01 1 120-089476T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:59 Page: 1 ID:VB16GWQlnAFcQowzqsThjkyqVzr-YCXQbeRZrpa2gp6aX0sBvkSLEVYNjS?H5aEsjcyqHQw Continued on page 2 11)No notches allowed in overhang and 10600 from left end and 10600 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C01 1 120-089476T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:59 Page: 2 ID:VB16GWQlnAFcQowzqsThjkyqVzr-YCXQbeRZrpa2gp6aX0sBvkSLEVYNjS?H5aEsjcyqHQw 712 =7x10 =5x6 =5x6 =5x6 =5x8 =3x4 =5x6 =5x8 =3x4 =5x8 =5x6 =5x6 =5x6 =7x10 1 11 2 14 15 16 13 17 18 12 10 3 9 84 5 7 6 T2 T1 T2 T1 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 1-6-0 39-6-0 1-6-0 -1-6-0 6-2-13 31-5-11 6-2-13 12-9-3 6-2-13 25-2-13 6-2-13 19-0-0 6-6-5 38-0-0 6-6-5 6-6-5 9-4-4 28-4-4 9-4-4 19-0-0 9-7-12 9-7-12 9-7-12 38-0-0 12 -3 -9 0 -11 -5 12 -0 -5 Scale = 1:68.6 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-7-4,Edge], [12:0-4-0,0-3-0], [13:0-4-0,0-3-4], [14:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL)-0.32 13-14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.44 13-14 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.77 Horz(CT)0.12 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 12-13 >999 240 BCDL 7.0 Weight: 217 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-10-6, Right 2x8 DF 1950F 1.7E or SS -- 3-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-11 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1994/0-5-8, (min. 0-2-2), 10=1994/0-5-8, (min. 0-2-2) Max Horiz 2=313 (LC 11) Max Uplift 2=-383 (LC 12), 10=-383 (LC 13) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2868/621, 3-4=-2716/648, 4-5=-2550/655, 5-6=-1912/583, 6-7=-1912/583, 7-8=-2550/655, 8-9=-2716/648, 9-10=-2868/621 BOT CHORD 2-14=-523/2347, 14-15=-354/2043, 15-16=-354/2043, 13-16=-354/2043, 13-17=-276/1979, 17-18=-276/1979, 12-18=-276/1979, 10-12=-413/2257 WEBS 6-13=-409/1332, 7-13=-937/346, 7-12=-107/436, 8-12=-258/221, 5-13=-937/346, 5-14=-106/436, 4-14=-258/221 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 383 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C02 6 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:22:59 Page: 1 ID:nBJdurTq9CQg3pz_FU4PYHyqW?3-YCXQbeRZrpa2gp6aX0sBvkSD6VQwjJyH5aEsjcyqHQw 712 =7x10 =5x6 =5x6 =5x6 =5x8 =3x4 =5x6 =5x8 =3x4 =5x8 =5x6 =5x6 =5x6 =7x10 1 2 13 14 15 12 16 17 11 10 3 9 84 5 7 6 T2 T1 T2 T3 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 1-6-0 -1-6-0 6-2-13 31-5-11 6-2-13 12-9-3 6-2-13 25-2-13 6-2-13 19-0-0 6-6-5 38-0-0 6-6-5 6-6-5 9-4-4 28-4-4 9-4-4 19-0-0 9-7-12 9-7-12 9-7-12 38-0-0 12 -3 -9 0 -11 -5 12 -0 -5 Scale = 1:66.3 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-7-4,Edge], [11:0-4-0,0-3-0], [12:0-4-0,0-3-4], [13:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.32 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.44 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.12 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 12-13 >999 240 BCDL 7.0 Weight: 214 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-10-6, Right 2x8 DF 1950F 1.7E or SS -- 3-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 7-12, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1997/0-5-8, (min. 0-2-2), 10=1859/0-5-8, (min. 0-2-0) Max Horiz 2=311 (LC 9) Max Uplift 2=-383 (LC 12), 10=-340 (LC 13) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2873/624, 3-4=-2721/651, 4-5=-2555/658, 5-6=-1917/587, 6-7=-1917/586, 7-8=-2567/666, 8-9=-2735/659, 9-10=-2894/638 BOT CHORD 2-13=-528/2346, 13-14=-360/2042, 14-15=-360/2042, 12-15=-360/2042, 12-16=-298/1988, 16-17=-298/1988, 11-17=-298/1988, 10-11=-444/2279 WEBS 6-12=-412/1336, 7-12=-944/348, 7-11=-111/449, 8-11=-273/226, 5-12=-929/346, 5-13=-106/436, 4-13=-257/221 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 340 lb uplift at joint 10. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C03 5 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:00 Page: 1 ID:xY5DrwKw1DdPrqrIR_IC_YyqVw4-0P4po_SBc7ivIzhm5kNQSx_Ojvm9Sl2QKEzPF2yqHQv 712 =7x10 =5x6 =5x6 =5x6 =5x8 =3x4 =5x6 =5x8 =3x4 =5x8 =5x6 =5x6 =5x6 =7x10 1 2 13 14 15 12 16 17 11 10 3 9 84 5 7 6 T2 T1 T2 T3 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 1-6-0 -1-6-0 6-2-13 31-5-11 6-2-13 12-9-3 6-2-13 25-2-13 6-2-13 19-0-0 6-6-5 38-0-0 6-6-5 6-6-5 9-4-4 28-4-4 9-4-4 19-0-0 9-7-12 9-7-12 9-7-12 38-0-0 12 -3 -9 0 -11 -5 12 -0 -5 Scale = 1:66.3 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [10:0-7-4,Edge], [11:0-4-0,0-3-0], [12:0-4-0,0-3-4], [13:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.32 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)-0.44 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.12 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 12-13 >999 240 BCDL 7.0 Weight: 214 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-10-6, Right 2x8 DF 1950F 1.7E or SS -- 3-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 7-12, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1997/0-5-8, (min. 0-2-2), 10=1859/ Mechanical, (min. 0-1-8) Max Horiz 2=311 (LC 9) Max Uplift 2=-383 (LC 12), 10=-340 (LC 13) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2873/624, 3-4=-2721/651, 4-5=-2555/658, 5-6=-1917/587, 6-7=-1917/586, 7-8=-2567/666, 8-9=-2735/659, 9-10=-2894/638 BOT CHORD 2-13=-528/2346, 13-14=-360/2042, 14-15=-360/2042, 12-15=-360/2042, 12-16=-298/1988, 16-17=-298/1988, 11-17=-298/1988, 10-11=-444/2279 WEBS 6-12=-412/1336, 7-12=-944/348, 7-11=-111/449, 8-11=-273/226, 5-12=-929/346, 5-13=-106/436, 4-13=-257/221 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 340 lb uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C04 6 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:00 Page: 1 ID:xY5DrwKw1DdPrqrIR_IC_YyqVw4-0P4po_SBc7ivIzhm5kNQSx_Ojvm9Sl2QKEzPF2yqHQv 712 =5x8 =5x6 =5x6 =5x6 =5x8 =3x4 =5x6 =5x8 =3x6 =3x6 =1.5x4 1 10 12 13 9 14 15 8 2 3 7 4 6 11 5 T2 T1 T3 W6 B1 B3B2 W4 W3W3W2 W1 W5 HW1 6-2-13 12-9-3 6-6-5 6-6-5 6-2-13 25-2-13 6-2-13 19-0-0 2-9-3 28-0-0 9-0-0 28-0-0 9-4-4 19-0-0 9-7-12 9-7-12 0 -11 -5 6 -9 -5 12 -0 -5 Scale = 1:55.7 Plate Offsets (X, Y):[1:Edge,0-0-0], [3:0-3-0,0-3-0], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL)-0.22 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.53 Vert(CT)-0.29 9-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.04 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 1-10 >999 240 BCDL 7.0 Weight: 173 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W6:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-10-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-11-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1365/0-5-8, (min. 0-1-8), 8=1365/0-5-8, (min. 0-1-8) Max Horiz 1=358 (LC 12) Max Uplift 1=-248 (LC 12), 8=-264 (LC 12) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2001/399, 2-3=-1875/419, 3-4=-1699/424, 4-11=-987/311, 5-11=-841/326, 5-6=-980/323 BOT CHORD 1-10=-555/1653, 10-12=-368/1270, 12-13=-368/1270, 9-13=-368/1270, 9-14=-113/436, 14-15=-113/436, 8-15=-113/436 WEBS 5-9=-141/455, 6-9=-98/594, 4-9=-828/354, 4-10=-126/518, 3-10=-349/240, 6-8=-1407/378 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 1 and 264 lb uplift at joint 8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C05 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:00 Page: 1 ID:OXJuqCU4FbqlUYaD1WyeNtyqVqj-0P4po_SBc7ivIzhm5kNQSx_PGvnjSsRQKEzPF2yqHQv 712 =3x6 =3x4 =3x4 =5x6 =3x8 =5x6 =2x4 =4x12 =3x4 =3x8 =3x8 =4x5 =5x8 =3x8 =3x8 =3x4 =4x12 =2x4 =5x6 =3x8 =5x6 =3x4 =3x4 =3x6 1 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 182 4135 4539 3 17 4 16 5 1542363743 6 14137 8 12 119 10 T2 T1 T3 T4 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 ST10 ST11 ST8 ST9 ST6 ST7 ST5ST3 ST4ST2 ST1 ST10 ST11 ST8 ST9 ST6 ST7 ST5 ST3 ST4 ST2 ST1 HW1 5-4-13 11-1-3 5-4-13 27-3-11 5-4-13 16-6-0 5-4-13 21-10-13 5-8-5 5-8-5 5-8-5 33-0-0 8-1-4 16-6-0 8-1-4 24-7-4 8-4-12 8-4-12 8-4-12 33-0-0 0-7-4 10 -2 -12 Scale = 1:55.2 Plate Offsets (X, Y):[4:0-3-0,0-3-0], [16:0-3-0,0-3-0], [23:0-3-0,0-3-0], [27:0-4-0,0-3-0], [31:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL)0.00 1-34 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(CT)-0.01 1-34 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT)0.01 19 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 1-34 >999 240 BCDL 7.0 Weight: 264 lb FT = 20% 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* W4,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 3-2-6, Right 2x4 DF Stud/Std -- 3-2-6 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. WEBS 1 Row at midpt 10-27 JOINTS 1 Brace at Jt(s): 35, 36, 41, 42 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 33-0-0. (lb) -Max Horiz 1=259 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 19, 20, 23, 25, 26, 28, 29, 31, 34 except 21=-140 (LC 13), 22=-120 (LC 13), 24=-102 (LC 13), 30=-114 (LC 12), 32=-127 (LC 12), 33=-157 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 19, 20, 23, 25, 27, 29, 31, 34 except 21=316 (LC 1), 22=316 (LC 1), 24=305 (LC 1), 26=329 (LC 19), 28=328 (LC 18), 30=306 (LC 1), 32=320 (LC 1), 33=334 (LC 21) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 9-35=-297/96, 28-35=-299/98, 6-37=-295/150, 30-37=-276/130, 5-39=-303/153, 32-39=-288/140, 3-33=-325/185, 11-41=-298/94, 26-41=-300/97, 14-43=-295/140, 24-43=-275/118, 15-45=-301/147, 22-45=-284/132, 17-21=-305/167 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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) 1, 31, 23, 19, 28, 29, 34, 26, 25, 20 except (jt=lb) 30=113, 32=127, 33=157, 24=101, 22=119, 21=139. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)No notches allowed in overhang and 10600 from left end and 0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D01 1 120-089476T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:00 Page: 1 ID:UUdyVXlRgZrRt1D6sDoyKpyqVmV-0P4po_SBc7ivIzhm5kNQSx_XovuGSujQKEzPF2yqHQv 712 =4x12 =5x6 =5x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x4 =5x6 =5x6 =4x5 =4x5 =5x8 1 2 13 15 16 12 17 18 11 10 93 84 1457 6 T2 T1 T2 T3 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 HW2 1-6-0 -1-6-0 5-4-13 11-1-3 5-4-13 27-3-11 5-4-13 16-6-0 5-4-13 21-10-13 5-8-5 33-0-0 5-8-5 5-8-5 8-1-4 16-6-0 8-1-4 24-7-4 8-4-12 8-4-12 8-4-12 33-0-0 10 -10 -1 0 -11 -5 10 -6 -13 Scale = 1:58.6 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-3-0,0-3-0], [8:0-3-0,0-3-0], [11:0-3-0,0-3-0], [12:0-4-0,0-3-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.20 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.28 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.09 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 12-13 >999 240 BCDL 7.0 Weight: 185 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-4-9, Right 2x6 DF SS or 1800F 1.6E -- 3-4-9 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12, 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1752/0-5-8, (min. 0-1-14), 10=1614/ Mechanical, (min. 0-1-8) Max Horiz 2=273 (LC 9) Max Uplift 2=-338 (LC 12), 10=-295 (LC 13) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2459/530, 3-4=-2316/554, 4-5=-2152/563, 5-6=-1652/508, 6-7=-1651/508, 7-14=-1980/572, 8-14=-2189/559, 8-9=-2331/563, 9-10=-2472/544 BOT CHORD 2-13=-447/1962, 13-15=-307/1727, 15-16=-307/1727, 12-16=-307/1727, 12-17=-251/1710, 17-18=-251/1710, 11-18=-251/1710, 10-11=-372/1930 WEBS 6-12=-357/1140, 7-12=-823/301, 7-11=-94/361, 5-12=-782/298, 5-13=-89/346 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 338 lb uplift at joint 2 and 295 lb uplift at joint 10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D02 6 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:01 Page: 1 ID:_VhcLpsWy7kLiJRAMX?v8QyqVqE-UbeB0KTpNRqlw6GzfRuf_9XbeJ7uBHWaZujznVyqHQu 712 =5x8 =5x6 =5x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x4 =5x6 =5x6 =4x5 =4x5 =5x8 1 12 13 14 11 15 16 10 9 82 73 4 6 5 T2 T1 T2 T1 B1 B1B2B2 W4 W3 W2 W1 W3W2 W1 HW1 HW2 5-4-13 11-1-3 5-4-13 27-3-11 5-8-5 5-8-5 5-4-13 16-6-0 5-4-13 21-10-13 5-8-5 33-0-0 8-1-4 16-6-0 8-1-4 24-7-4 8-4-12 8-4-12 8-4-12 33-0-0 0 -11 -5 10 -6 -13 Scale = 1:54.9 Plate Offsets (X, Y):[1:Edge,0-0-0], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [10:0-3-0,0-3-0], [11:0-4-0,0-3-0], [12:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.20 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.28 10-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.09 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 11-12 >999 240 BCDL 7.0 Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-4-9, Right 2x6 DF SS or 1800F 1.6E -- 3-4-9 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 1 Row at midpt 6-11, 4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1617/0-5-8, (min. 0-1-12), 9=1617/ Mechanical, (min. 0-1-8) Max Horiz 1=-268 (LC 8) Max Uplift 1=-295 (LC 12), 9=-295 (LC 13) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2478/547, 2-3=-2336/567, 3-4=-2194/575, 4-5=-1657/511, 5-6=-1657/511, 6-7=-2194/575, 7-8=-2336/567, 8-9=-2478/547 BOT CHORD 1-12=-455/1984, 12-13=-310/1735, 13-14=-310/1735, 11-14=-310/1735, 11-15=-254/1709, 15-16=-254/1709, 10-16=-254/1709, 9-10=-375/1934 WEBS 5-11=-360/1145, 6-11=-789/301, 6-10=-94/361, 4-11=-789/301, 4-12=-94/361 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift at joint 1 and 295 lb uplift at joint 9. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D03 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:01 Page: 1 ID:0q7RQp98vi?lL6ESHfui9nyqVm_-UbeB0KTpNRqlw6GzfRuf_9XcaJ7uBGMaZujznVyqHQu 7 12 =3x8 =3x4 =4x12 =5x8 =4x5 =1.5x4 HUS26 HUS26 HUS26 1 7 6 8 5 2 3 4 T1 W3 B1 W2W1 HW1 2-11-8 2-11-8 2-6-0 5-5-8 2-6-0 5-5-8 2-11-8 2-11-8 4 -1 -8 0 -11 -5 4 -1 -8 Scale = 1:30.1 Plate Offsets (X, Y):[1:0-4-0,0-0-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)-0.03 1-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.04 1-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.49 Horz(CT)0.01 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.01 1-6 >999 240 BCDL 7.0 Weight: 36 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 3-0-12 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-12 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)1=1916/0-5-8, (min. 0-2-1), 5=2299/0-5-8, (min. 0-2-8) Max Horiz 1=149 (LC 10) Max Uplift 1=-325 (LC 10), 5=-497 (LC 10) Max Grav 1=1927 (LC 16), 5=2337 (LC 16) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1845/261, 2-3=-1725/276 BOT CHORD 1-7=-313/1414, 6-7=-313/1414, 6-8=-313/1414, 5-8=-313/1414 WEBS 3-5=-1963/435, 3-6=-383/2209 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) exterior 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 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 325 lb uplift at joint 1 and 497 lb uplift at joint 5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 4-9-4 to connect truss(es) E05 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 1-5=-14 Concentrated Loads (lb) Vert: 6=-1230, 7=-1230, 8=-1234 Job Truss Truss Type Qty Ply D04 1 120-089476T Monopitch Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:01 Page: 1 ID:gZgp7kgAWoS22B54?Q3dexyqVes-UbeB0KTpNRqlw6GzfRuf_9Xi_J5rBHpaZujznVyqHQu 712 =3x4 =3x4 =3x4 =4x5 =3x4 =3x4 1 27 26 25 24 23 22 21 20 19 18 17 16 15 2 14 3 13 4 12 5 11 2928 6 10 7 9 8 T1 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 HW1 HW1 13-0-0 13-0-0 13-0-0 26-0-0 26-0-0 0-7-4 8 -2 -4 Scale = 1:44.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horiz(TL)0.00 15 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 147 lb FT = 20% 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* ST6:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x4 DF Stud/Std -- 1-7-8, Right 2x4 DF Stud/Std -- 1-7-8 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. REACTIONS All bearings 26-0-0. (lb) -Max Horiz 1=-206 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 15, 17, 18, 19, 20, 22, 24, 25, 26 except 16=-134 (LC 13), 27=-141 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 15, 17, 18, 21, 25, 26 except 16=291 (LC 19), 19=269 (LC 19), 20=305 (LC 19), 22=305 (LC 18), 24=269 (LC 18), 27=299 (LC 21) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-22=-276/92, 9-20=-276/89 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-06-00 tall by 2-00-00 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) 1, 15, 22, 24, 25, 26, 20, 19, 18, 17 except (jt=lb) 27=141, 16=133. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)No notches allowed in overhang and 10600 from left end and 10600 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E01 1 120-089476T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:02 Page: 1 ID:QxxQGz7tfTKDhWJUVXmcSyyqVgs-ynCZDgUS8kycXGr9C8PuXM4uijakwoFjnYSWKxyqHQt 712 =4x12 =5x6 =5x6 =5x8 =5x6 =5x6 =3x4 =5x8 =5x6 =5x6 =4x12 1 9 2 11 14 15 10 8 73 4 6 12 13 5 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 HW1 HW1 1-6-0 27-6-0 1-6-0 -1-6-0 6-4-4 13-0-0 6-4-4 19-4-4 6-7-12 6-7-12 6-7-12 26-0-0 6-0-0 16-0-0 10-0-0 10-0-0 10-0-0 26-0-0 8 -9 -9 0 -11 -5 8 -6 -5 Scale = 1:49.7 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-4-0,0-3-4], [6:0-4-0,0-3-4], [8:0-7-4,Edge], [11:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.16 2-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.28 2-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 10-11 >999 240 BCDL 7.0 Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-11-3, Right 2x8 DF 1950F 1.7E or SS -- 3-11-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=1406/0-5-8, (min. 0-1-8), 8=1406/0-5-8, (min. 0-1-8) Max Horiz 2=222 (LC 11) Max Uplift 2=-275 (LC 12), 8=-275 (LC 13) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1825/401, 3-4=-1585/429, 4-12=-1496/403, 5-12=-1357/427, 5-13=-1357/427, 6-13=-1496/403, 6-7=-1584/429, 7-8=-1824/401 BOT CHORD 2-11=-313/1431, 11-14=-97/1019, 14-15=-97/1019, 10-15=-97/1019, 8-10=-232/1431 WEBS 5-10=-158/541, 6-10=-518/266, 5-11=-158/541, 4-11=-518/265 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2 and 275 lb uplift at joint 8. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E02 6 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:02 Page: 1 ID:ZS8KwvlV73JfLo33D9nQBKyqVlC-ynCZDgUS8kycXGr9C8PuXM4iUjTown1jnYSWKxyqHQt 712 =4x12 =5x6 =5x6 =5x8 =5x6 =5x6 =3x4 =1.5x4 =5x6 =5x6 =4x12 1 2 10 13 14 9 8 73 64 1211 5 T2 T1 T3 B1 B2 W2 W1 W2 W1 HW1 HW1 1-6-0 -1-6-0 6-4-4 13-0-0 6-4-4 19-4-4 6-7-12 6-7-12 6-7-12 26-0-0 6-0-0 16-0-0 10-0-0 10-0-0 10-0-0 26-0-0 8 -9 -9 0 -11 -5 8 -6 -5 Scale = 1:47.7 Plate Offsets (X, Y):[2:0-7-4,Edge], [4:0-4-0,0-3-4], [8:0-7-4,Edge], [10:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL)-0.16 2-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.28 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 9-10 >999 240 BCDL 7.0 Weight: 138 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-11-3, Right 2x8 DF 1950F 1.7E or SS -- 3-11-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=1410/0-5-8, (min. 0-1-8), 8=1270/0-5-8, (min. 0-1-8) Max Horiz 2=219 (LC 9) Max Uplift 2=-275 (LC 12), 8=-231 (LC 13) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1825/405, 3-4=-1583/433, 4-11=-1502/407, 5-11=-1364/431, 5-12=-1369/436, 6-12=-1510/411, 6-7=-1602/439, 7-8=-1842/419 BOT CHORD 2-10=-319/1420, 10-13=-103/1025, 13-14=-103/1025, 9-14=-103/1025, 8-9=-262/1452 WEBS 5-9=-162/554, 6-9=-533/270, 5-10=-158/526, 4-10=-500/265 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 8 and 275 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E03 5 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:02 Page: 1 ID:q2gQ1dZ4xr?zdCebApxISlyqVgH-ynCZDgUS8kycXGr9C8PuXM4iUjTowntjnYSWKxyqHQt 712 =4x12 =5x6 =5x6 =1.5x4 =5x6 =5x6 =3x4 =1.5x4 =5x6 =5x6 =4x12 1 9 12 13 8 7 62 53 10 11 4 T1 T1 B1 B2 W2 W1 W2 W1 HW1 HW1 6-7-12 6-7-12 6-4-4 13-0-0 6-4-4 19-4-4 6-7-12 26-0-0 6-0-0 16-0-0 10-0-0 10-0-0 10-0-0 26-0-0 0 -11 -5 8 -6 -5 Scale = 1:44.2 Plate Offsets (X, Y):[1:0-3-8,Edge], [7:0-7-4,Edge], [9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL)-0.16 1-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.28 1-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.05 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 9 >999 240 BCDL 7.0 Weight: 136 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-11-3, Right 2x8 DF 1950F 1.7E or SS -- 3-11-3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 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)1=1274/0-5-8, (min. 0-1-8), 7=1274/0-5-8, (min. 0-1-8) Max Horiz 1=-214 (LC 10) Max Uplift 1=-232 (LC 12), 7=-232 (LC 13) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1840/423, 2-3=-1600/443, 3-10=-1517/415, 4-10=-1376/440, 4-11=-1376/440, 5-11=-1517/415, 5-6=-1600/443, 6-7=-1839/423 BOT CHORD 1-9=-326/1441, 9-12=-105/1031, 12-13=-105/1031, 8-13=-105/1031, 7-8=-266/1441 WEBS 4-8=-162/539, 5-8=-514/270, 4-9=-162/539, 3-9=-514/270 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 1 and 232 lb uplift at joint 7. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E04 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:02 Page: 1 ID:yqUlKtxvt3niEpxMw6TKg4yqVfp-ynCZDgUS8kycXGr9C8PuXM4jHjTown1jnYSWKxyqHQt 712 =3x4 =3x8 =4x5 =5x6 =5x6 =3x4 =1.5x4 =5x6 =5x6 =4x12 9 8 12 13 7 6 1 5 42 10 11 3 T1 T2 W1 B1 B2 W4 W3 W4 W3W2 HW2 6-4-4 12-6-8 6-4-4 18-10-12 6-2-4 6-2-4 6-7-12 25-6-8 6-0-0 15-6-8 9-6-8 9-6-8 10-0-0 25-6-8 1-2-8 0 -11 -5 8 -6 -5 Scale = 1:49 Plate Offsets (X, Y):[6:0-7-4,Edge], [8:0-3-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.19 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.33 8-9 >932 240 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.05 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 7-8 >999 240 BCDL 7.0 Weight: 134 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W3,W1:2x4 DF Stud/Std SLIDER Right 2x8 DF 1950F 1.7E or SS -- 3-11-3 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. WEBS 1 Row at midpt 2-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)6=1244/0-5-8, (min. 0-1-8), 9=1244/ Mechanical, (min. 0-1-8) Max Horiz 9=-212 (LC 8) Max Uplift 6=-228 (LC 13), 9=-224 (LC 12) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/111, 2-10=-1447/397, 3-10=-1299/421, 3-11=-1322/427, 4-11=-1464/403, 4-5=-1548/431, 5-6=-1788/411, 1-9=-335/129 BOT CHORD 8-9=-305/1330, 8-12=-94/983, 12-13=-94/983, 7-13=-94/983, 6-7=-256/1399 WEBS 3-7=-165/536, 4-7=-513/271, 3-8=-147/489, 2-8=-442/261, 2-9=-1414/317 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 3)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 lb uplift at joint 6 and 224 lb uplift at joint 9. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E05 3 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:02 Page: 1 ID:gH9OZwTVWaJTVaIpVLGeSMyqVf7-ynCZDgUS8kycXGr9C8PuXM4jajTown1jnYSWKxyqHQt 712 =3x6 =4x8 =3x8 =3x4 =3x8 =5x6 =4x12 =4x12 =4x12 =3x4 =3x8 =4x8 =3x6 1 23 22 21 20 19 18 17 16 15 14 132426 122 2725 113 4 10 29 95 6 8 7 T1 T2 B1 B2 W3 W2 W3 W2 W1 W1 HW1HW1 ST6ST4 ST5 ST2 ST3 ST1 ST4 ST5 ST2 ST3 ST1 0-0-8 0-0-8 2-7-5 2-7-13 2-7-13 20-11-8 2-8-13 18-3-11 2-8-13 5-4-10 5-1-2 10-5-12 5-1-2 15-6-14 0-0-8 13-0-0 2-7-13 2-7-13 2-7-13 20-11-8 4-11-8 12-11-8 5-3-11 18-3-11 5-4-3 8-0-0 0-7-4 6 -8 -10 Scale = 1:44.2 Plate Offsets (X, Y):[1:0-6-2,0-1-8], [13:1-2-2,0-2-0], [20:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL)0.00 1-23 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.01 1-23 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT)-0.01 16 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 1-23 >999 240 BCDL 7.0 Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std SLIDER Left 2x4 DF Stud/Std -- 3-0-3, Right 2x4 DF Stud/Std -- 3-0-3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-0-0. (lb) -Max Horiz 1=-165 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 17, 19, 21, 23 except 16=-251 (LC 13), 20=-143 (LC 1), 22=-145 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 17, 20, 21, 23 except 16=1117 (LC 19), 18=257 (LC 19), 19=293 (LC 18), 22=298 (LC 18) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-236/299, 2-3=-223/352, 3-4=-146/294, 4-29=-160/315, 5-29=-156/334, 5-6=-151/375, 6-7=-91/364, 7-8=-361/756, 8-9=-437/816, 9-10=-385/657, 10-11=-325/533, 11-12=-278/470, 12-13=-289/408 BOT CHORD 19-20=-374/378, 18-19=-374/378, 17-18=-379/380, 16-17=-379/380, 15-16=-335/294, 14-15=-335/294, 13-14=-335/294 WEBS 7-26=-667/418, 16-26=-774/485, 16-27=-491/407, 10-27=-472/397, 6-24=-272/103, 19-24=-269/105, 3-22=-295/173, 8-26=-374/144, 17-26=-259/92 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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) 1, 19, 21, 17, 23 except (jt=lb) 20=143, 16=251, 22=145. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)No notches allowed in overhang and 10600 from left end and 0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01 1 120-089476T Common Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:03 Page: 1 ID:Ow1RLTeP7u?w5E3P29UslJyqVcJ-Q_mxR0U4v24T9QQLmsw74ac_e6uQfB_t0CC3sNyqHQs 712 =4x8 =5x6 =5x6 =1.5x4 =5x6 =5x6 =3x4 =1.5x4 =4x5 =4x5 =4x8 1 2 10 9 8 73 64 1211 5 T1 T2 B1 B2 W1 W2 W2 W1 HW1 HW2 1-6-0 -1-6-0 5-1-2 15-6-14 5-1-2 10-5-12 5-4-10 20-11-8 5-4-10 5-4-10 0-0-8 13-0-0 4-11-8 12-11-8 7-11-8 20-11-8 8-0-0 8-0-0 7 -3 -14 0 -11 -5 7 -0 -10 Scale = 1:40.8 Plate Offsets (X, Y):[2:Edge,0-0-0], [8:Edge,0-0-0], [10:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL)-0.07 2-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.28 Vert(CT)-0.12 2-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.01 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)-0.03 9-10 >999 240 BCDL 7.0 Weight: 110 lb FT = 20% 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 SLIDER Left 2x8 DF 1950F 1.7E or SS -- 3-2-7, Right 2x6 DF SS or 1800F 1.6E -- 3-2-7 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=533/0-5-8, (min. 0-1-8), 9=1653/0-5-8, (min. 0-1-12) Max Horiz 2=181 (LC 9) Max Uplift 2=-149 (LC 12), 9=-300 (LC 13) Max Grav 2=697 (LC 19), 9=1653 (LC 1) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-649/115, 3-4=-452/130, 4-11=-382/147, 5-12=-343/872, 6-12=-346/582, 6-7=-326/511, 7-8=-347/395 BOT CHORD 2-10=-133/461, 9-10=-244/343, 8-9=-304/318 WEBS 4-10=-452/230, 5-10=-138/470, 5-9=-1220/464, 6-9=-592/315 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 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 149 lb uplift at joint 2 and 300 lb uplift at joint 9. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F02 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:03 Page: 1 ID:EEc781MUhWun83viMz19VFyqVa5-Q_mxR0U4v24T9QQLmsw74acyi6sJfDLt0CC3sNyqHQs 712 =7x10 =4x5 =4x5 =4x12 =5x8 =12x12 =4x5 =5x6 =MT20HS 3x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 10 11 8 12 7 13 6 2 3 5 9 4 T1 T2 W5 B1 W1 W2 W3 W4 HW1 4-5-0 10-5-12 6-0-12 6-0-12 2-6-4 13-0-0 2-11-4 13-0-0 4-0-0 10-0-12 6-0-12 6-0-12 0 -11 -5 5 -7 -07-0 -10 Scale = 1:37.8 Plate Offsets (X, Y):[1:0-5-0,0-0-7], [5:0-2-12,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)-0.14 1-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.95 Vert(CT)-0.19 1-8 >791 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.70 Horz(CT)0.03 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 1-8 >999 240 BCDL 7.0 Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W3:2x4 DF Stud/Std SLIDER Left 2x6 DF SS or 1800F 1.6E -- 3-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=5621/0-5-8, (min. 0-3-0), 6=6712/0-5-8, (min. 0-3-9) Max Horiz 1=239 (LC 10) Max Uplift 1=-1038 (LC 10), 6=-1320 (LC 10) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6717/1194, 2-3=-6610/1227, 3-9=-2830/530, 4-9=-2661/538, 4-5=-2599/530, 5-6=-5473/1095 BOT CHORD 1-10=-1186/5654, 10-11=-1186/5654, 8-11=-1186/5654, 8-12=-1186/5654, 7-12=-1186/5654 WEBS 3-8=-910/4963, 3-7=-4712/1024, 4-7=-448/2405, 5-7=-929/4649 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web 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) exterior 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=1.00 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 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 1038 lb uplift at joint 1 and 1320 lb uplift at joint 6. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-0-12 to connect truss(es) C04 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 1-6=-14 Job Truss Truss Type Qty Ply F03 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:03 Page: 1 ID:vW7Lv4mJpfyYWedyXG6p3DyqVX_-Q_mxR0U4v24T9QQLmsw74ac_56isf82t0CC3sNyqHQs Continued on page 2 Concentrated Loads (lb) Vert: 8=-1845, 7=-1845, 10=-1845, 11=-1845, 12=-1845, 13=-1847 Job Truss Truss Type Qty Ply F03 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:03 Page: 2 ID:vW7Lv4mJpfyYWedyXG6p3DyqVX_-Q_mxR0U4v24T9QQLmsw74ac_56isf82t0CC3sNyqHQs 712 =3x4 =3x4 =4x5 =3x4 =3x4 1 18 17 16 15 14 13 12 11 2 10 93 84 2019 75 6 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 HW2HW1 8-0-0 8-0-0 8-0-0 16-0-0 16-0-0 5 -3 -4 0-7-4 0 -3 -3 0 -3 -3 5 -0 -1 5 -3 -4 Scale = 1:32.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horiz(TL)0.00 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 77 lb FT = 20% 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 SLIDER Left 2x4 DF Stud/Std -- 1-6-0, Right 2x4 DF Stud/Std -- 1-9-2 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. REACTIONS All bearings 16-0-0. (lb) -Max Horiz 1=-129 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 12, 13, 14, 16, 17 except 18=-104 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 1, 11, 12, 13, 15, 17, 18 except 14=275 (LC 19), 16=275 (LC 18) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 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 3-06-00 tall by 2-00-00 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) 1, 16, 17, 14, 13, 12 except (jt=lb) 18=103. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)2 X 4 notch at 20000 o.c. is allowed along the stacked top chord. No notches allowed in overhang and 10600 from left end and 0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply G01 1 120-089476T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:04 Page: 1 ID:eQXqFR9tQBnbevBpZ880YmyqVTv-uAKJeMVigMDKna_YKZSMcn9FkWGdOk30FsxdOpyqHQr 712 =4x8 =5x6 =1.5x4 =4x5 =3x8 =1.5x4 =5x6 =4x8 1 2 9 8 3 7 4 6 10 5 T1 T2 B1 W2 W1 W1 HW1 HW1 1-6-0 -1-6-0 4-0-0 12-0-0 4-0-0 8-0-0 4-0-0 16-0-0 4-0-0 4-0-0 8-0-0 16-0-0 8-0-0 8-0-0 5 -10 -9 0 -11 -5 0 -3 -8 0 -3 -8 5 -3 -13 5 -7 -5 Scale = 1:34.1 Plate Offsets (X, Y):[2:Edge,0-0-0], [8:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL)-0.05 2-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)-0.09 8-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.02 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 9 >999 240 BCDL 7.0 Weight: 83 lb FT = 20% 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 SLIDER Left 2x8 DF 1950F 1.7E or SS -- 2-4-11, Right 2x8 DF 1950F 1.7E or SS -- 2-4-11 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=923/0-5-8, (min. 0-1-8), 8=778/0-5-8, (min. 0-1-8) Max Horiz 2=143 (LC 9) Max Uplift 2=-185 (LC 12), 8=-141 (LC 13) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1065/242, 3-4=-959/257, 4-10=-789/206, 5-10=-706/220, 5-6=-791/221, 6-7=-982/265, 7-8=-1081/247 BOT CHORD 2-9=-180/775, 8-9=-143/810 WEBS 5-9=-88/350, 4-9=-266/161, 6-9=-318/170 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 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 141 lb uplift at joint 8 and 185 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply G02 4 120-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:04 Page: 1 ID:_1iaT4BiGcix2d3RtLiFJuyqVV9-uAKJeMVigMDKna_YKZSMcn9BLWCtOjt0FsxdOpyqHQr 712 =7x10 =4x12 =4x12 =3x8 =5x6 =12x12 =3x8 =4x12 =4x12 =7x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 2 13 11 14 10 15 9 16 8 3 7 4 6 12 5 T1 T2 B1 W1 W2 W3 W2 W1 HW1 HW1 1-6-0 -1-6-0 3-10-4 11-10-4 3-10-4 8-0-0 4-1-12 16-0-0 4-1-12 4-1-12 3-10-4 11-10-4 3-10-4 8-0-0 4-1-12 16-0-0 4-1-12 4-1-12 5 -10 -9 0 -11 -5 0 -5 -8 0 -5 -8 5 -1 -13 5 -7 -5 Scale = 1:34 Plate Offsets (X, Y):[2:0-7-4,Edge], [8:0-7-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.12 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.17 10-11 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.57 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 10-11 >999 240 BCDL 7.0 Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x6 DF SS or 1800F 1.6E -- 2-4-11, Right 2x6 DF SS or 1800F 1.6E -- 2-4-11 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=6498/0-5-8, (min. 0-3-7), 8=6405/0-5-8, (min. 0-3-7) Max Horiz 2=143 (LC 27) Max Uplift 2=-1243 (LC 10), 8=-1208 (LC 11) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8910/1652, 3-4=-8854/1680, 4-12=-6697/1291, 5-12=-6683/1305, 5-6=-6697/1303, 6-7=-8875/1690, 7-8=-8928/1662 BOT CHORD 2-13=-1414/7369, 11-13=-1414/7369, 11-14=-1414/7369, 10-14=-1414/7369, 10-15=-1336/7395, 9-15=-1336/7395, 9-16=-1336/7395, 8-16=-1336/7395 WEBS 4-11=-467/2590, 4-10=-2060/477, 5-10=-1175/6142, 6-10=-2109/488, 6-9=-470/2596 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-8-0 oc. Web 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) exterior 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=1.00 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 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 3-06-00 tall by 2-00-00 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 1208 lb uplift at joint 8 and 1243 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 14-0-12 to connect truss(es) D02 (1 ply 2x4 DF or DF-N), D03 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply G03 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:04 Page: 1 ID:b4B?FxNoy0AuQq8TAd_TqmyqVTc-uAKJeMVigMDKna_YKZSMcn911W3BOdK0FsxdOpyqHQr Continued on page 2 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-8=-84, 2-8=-14 Concentrated Loads (lb) Vert: 11=-1600, 10=-1600, 9=-1600, 13=-1600, 14=-1600, 15=-1600, 16=-1603 Job Truss Truss Type Qty Ply G03 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:04 Page: 2 ID:b4B?FxNoy0AuQq8TAd_TqmyqVTc-uAKJeMVigMDKna_YKZSMcn911W3BOdK0FsxdOpyqHQr 712 =3x4 =2x4 =1.5x4 =2x4 =1.5x4 =2x4 =1.5x4 =4x5 =2x4 =2x4 =1.5x4 =2x4 =1.5x4 =2x4 =1.5x4 =3x4 1 16 15 14 13 12 11 10 9 82 73 1817 64 5 T1 T1 B1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 7-6-0 7-6-0 7-6-0 15-0-0 15-0-0 0-7-4 4 -11 -12 Scale = 1:28.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.01 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horiz(TL)0.00 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 77 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std 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. REACTIONS All bearings 15-0-0. (lb) -Max Horiz 1=-120 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 10, 11, 12, 14, 15, 16 Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 10, 11, 13, 15, 16 except 12=268 (LC 19), 14=268 (LC 18) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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) 1, 9, 14, 15, 16, 12, 11, 10. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)2 X 4 notch at 20000 o.c. is allowed along the stacked top chord. No notches allowed in overhang and 10600 from left end and 0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply H01 1 120-089476T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:04 Page: 1 ID:UC3fwMSd_NOGcWRZuq4LxYyqVSD-uAKJeMVigMDKna_YKZSMcn9FhWGmOlF0FsxdOpyqHQr 712 =4x8 =5x6 =5x6 =5x6 =1.5x4 =5x6 =5x6 =4x8 1 2 7 6 3 5 8 4 T1 T2 B1 W1 HW1 HW1 1-6-0 -1-6-0 7-6-0 15-0-0 7-6-0 7-6-0 7-6-0 15-0-0 7-6-0 7-6-0 5 -7 -1 0 -11 -5 5 -3 -13 Scale = 1:30.5 Plate Offsets (X, Y):[2:Edge,0-0-0], [6:Edge,0-0-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.83 Vert(LL)-0.09 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.35 Vert(CT)-0.13 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 6-7 >999 240 BCDL 7.0 Weight: 78 lb FT = 20% 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 SLIDER Left 2x8 DF 1950F 1.7E or SS -- 4-5-0, Right 2x8 DF 1950F 1.7E or SS -- 4-5-0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=874/0-5-8, (min. 0-1-8), 6=728/0-5-8, (min. 0-1-8) Max Horiz 2=136 (LC 11) Max Uplift 2=-176 (LC 12), 6=-131 (LC 13) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-916/188, 3-8=-701/190, 4-8=-700/204, 4-5=-701/201, 5-6=-909/183 BOT CHORD 2-7=-63/605, 6-7=-63/605 WEBS 4-7=0/267 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 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 131 lb uplift at joint 6 and 176 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply H02 2 120-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:05 Page: 1 ID:mStb7VjMMdiwn8HrpWU1ygyqVTA-MMuiriWKRfLBOkZkuHzb9?iEMwXi7BlAUWhAwGyqHQq 712 =3x4 =1.5x4 =4x5 =3x8 =1.5x4 =5x6 =4x12 1 2 8 7 6 3 5 10 9 4 T1 T2 B1 W2 W1 W1 HW2 0-6-0 -0-6-0 3-5-0 16-0-0 4-1-0 12-7-0 4-1-1 8-6-0 4-4-15 4-4-15 7-6-0 16-0-0 8-6-0 8-6-0 5 -7 -1 0-5-5 1-0-5 5 -4 -13 Scale = 1:33.6 Plate Offsets (X, Y):[2:0-0-15,0-1-8], [7:0-8-4,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL)-0.09 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.15 2-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.02 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 2-8 >999 240 BCDL 7.0 Weight: 73 lb FT = 20% 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 SLIDER Right 2x8 DF 1950F 1.7E or SS -- 2-0-2 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=842/0-5-8, (min. 0-1-8), 7=771/0-5-8, (min. 0-1-8) Max Horiz 2=136 (LC 9) Max Uplift 2=-165 (LC 12), 7=-136 (LC 13) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1136/283, 3-9=-822/208, 4-9=-725/224, 4-10=-725/221, 5-10=-810/205, 5-6=-966/265, 6-7=-1053/256 BOT CHORD 2-8=-218/907, 7-8=-144/773 WEBS 4-8=-91/382, 3-8=-384/193, 5-8=-255/158 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; 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=1.00 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 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 3-06-00 tall by 2-00-00 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 136 lb uplift at joint 7 and 165 lb uplift at joint 2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply H03 2 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:05 Page: 1 ID:jCdUNFnxsMfajVQZQHYR_1yqVRp-MMuiriWKRfLBOkZkuHzb9?iMiwYS7AkAUWhAwGyqHQq 712 =7x10 =8x12 =4x12 =5x6 =12x12 =5x6 =4x8 =4x12 =8x12 =7x10 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 13 10 14 9 15 8 16 7 6 17 5 2 4 11 12 3 T1 T1 B1 W1 W2 W3 W4 W1 HW1 HW1 3-10-12 3-10-12 3-7-4 11-1-4 3-7-4 7-6-0 3-10-12 15-0-0 3-3-0 7-1-12 3-10-12 15-0-0 3-10-12 3-10-12 3-11-8 11-1-4 0 -11 -5 5 -3 -13 Scale = 1:31.7 Plate Offsets (X, Y):[1:0-1-2,0-1-11], [5:0-2-0,0-3-4] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL)-0.13 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.78 Vert(CT)-0.18 7-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.84 Horz(CT)0.05 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 7-8 >999 240 BCDL 7.0 Weight: 196 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E SLIDER Left 2x10 DF 1950F 1.7E or SS -- 2-6-0, Right 2x10 DF 1950F 1.7E or SS -- 2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=7642/0-5-8, (min. 0-4-1), 5=7005/0-5-8, (min. 0-3-12) Max Horiz 1=128 (LC 26) Max Uplift 1=-1398 (LC 10), 5=-1281 (LC 11) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10193/1856, 2-11=-7553/1404, 3-11=-7484/1418, 3-12=-6879/1311, 4-12=-6931/1298, 4-5=-10238/1864 BOT CHORD 1-13=-1528/8211, 10-13=-1528/8211, 10-14=-1528/8211, 9-14=-1528/8211, 9-15=-1528/8211, 8-15=-1528/8211, 8-16=-1453/8239, 7-16=-1453/8239, 6-7=-1453/8239, 6-17=-1453/8239, 5-17=-1453/8239 WEBS 2-9=-589/3360, 2-8=-2371/522, 3-8=-1284/6921, 4-8=-2870/612, 4-7=-666/3812 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Web 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) exterior 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=1.00 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 3-06-00 tall by 2-00-00 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 1398 lb uplift at joint 1 and 1281 lb uplift at joint 5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-1-12 from the left end to 13-1-12 to connect truss(es) B01 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Job Truss Truss Type Qty Ply H04 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:05 Page: 1 ID:gsHgMl?rOB2tVQND1mOuF1yqVRW-MMuiriWKRfLBOkZkuHzb9?iJIwQ_7?LAUWhAwGyqHQq Continued on page 2 Vert: 1-3=-84, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 8=-1882, 7=-1882, 13=-1882, 14=-1882, 15=-1882, 16=-1882, 17=-1882 Job Truss Truss Type Qty Ply H04 1 220-089476T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:05 Page: 2 ID:gsHgMl?rOB2tVQND1mOuF1yqVRW-MMuiriWKRfLBOkZkuHzb9?iJIwQ_7?LAUWhAwGyqHQq 7 12 =3x4 =1.5x4 =2x4 =2x4 =4x5 =1.5x4 =2x4 =3x4 1 4 3 109 2 T1 T2 B1 W2 W1W1 1-8-8 1-8-8 0-3-15 0-3-15 2-0-9 2-4-8 2-0-0 4-4-8 2-0-0 6-4-8 2-4-8 8-9-0 2-0-0 6-4-8 2-0-0 4-4-8 2-4-8 8-9-0 2-4-8 2-4-8 0-7-4 1 -3 -5 1 -3 -53-1 -14 Scale = 1:29.6 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.01 4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.05 Vert(CT)-0.01 1-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.00 4 >999 240 BCDL 7.0 Weight: 39 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std 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)1=422/0-3-8, (min. 0-1-8), 3=422/0-3-8, (min. 0-1-8) Max Horiz 1=72 (LC 9) Max Uplift 1=-77 (LC 12), 3=-76 (LC 13) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-471/92, 2-9=-369/99, 2-10=-379/100, 3-10=-474/93 BOT CHORD 1-4=-24/332, 3-4=-24/332 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) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 77 lb uplift at joint 1 and 76 lb uplift at joint 3. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)2 X 4 notch at 20000 o.c. is allowed along the stacked top chord. No notches allowed in overhang and 10600 from left end and 0 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply K01 1 120-089476T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Fri Aug 07 08:23:05 Page: 1 ID:eIJqJd63t9RPqwXcaFV9ADyqVNV-MMuiriWKRfLBOkZkuHzb9?iLvwcS7BLAUWhAwGyqHQq