Loading...
HomeMy WebLinkAboutENGINEERED TRUSS - 20-00211 - Dayton - 1092 Cypress Loop - New SFR6 12 =4x12 =2x4 =3x4 =8x12 =6x8 =4x8 =MT20HS 8x12 =3x8 =1.5x4 =6x8 =MT20HS 8x12 =6x8 =8x12 =3x4 =2x4 =4x12 HJC26 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 HJC26 1 11 2 18 17 21 2216 23 24 15 1427 28 13 12 10 25 26 93 5 19 6 20 74 8 T1 T2 T3 T1 B1 B1B2 W 1 W2 W 3 W4 W 5 W 6 W 5 W6 W 5 W 4 W 3 W2 W 1 1-6-035-6-01-6-0-1-6-0 3-6-128-0-0 3-6-1229-6-124-5-217-0-0 4-5-221-5-24-6-1412-6-14 4-6-1426-0-0 4-5-434-0-04-5-44-5-4 3-5-07-10-4 3-5-029-6-124-5-217-0-0 4-5-221-5-2 4-5-434-0-04-5-44-5-4 4-8-1026-1-124-8-1012-6-14 5 -0 -15 0-4-3 0-1-11 4 -2 -8 4 -2 -8 0 -1 -11 4 -4 -3 Scale = 1:61.6 Plate Offsets (X, Y):[2:0-3-0,0-2-4], [4:0-4-10,Edge], [8:0-4-10,Edge], [10:0-3-0,0-2-4], [14:0-6-0,0-4-8], [16:0-6-0,0-4-8] 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 0.69 Vert(LL)-0.53 15 >755 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.71 Vert(CT)-0.68 15 >596 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.17 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.25 15-16 >999 240 BCDL 7.0 Weight: 389 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 4-2-0 oc purlins, except 2-0-0 oc purlins (3-3-7 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.REACTIONS (lb/size)2=4849/0-5-8, (min. 0-2-11), 10=4849/0-5-8, (min. 0-2-11) Max Horiz 2=83 (LC 48) Max Uplift 2=-1226 (LC 7), 10=-1226 (LC 6) Max Grav 2=5018 (LC 29), 10=5018 (LC 29) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10155/2519, 3-4=-10488/2649, 4-5=-9291/2363, 5-19=-13583/3361, 6-19=-13583/3361, 6-20=-13583/3361, 7-20=-13583/3361, 7-8=-9291/2363, 8-9=-10488/2649, 9-10=-10155/2519 BOT CHORD 2-18=-2231/8980, 17-18=-2231/8980, 17-21=-3086/12645, 21-22=-3086/12645, 16-22=-3086/12645, 16-23=-3086/12645, 23-24=-3086/12645, 15-24=-3086/12645, 15-25=-3052/12645, 25-26=-3052/12645, 14-26=-3052/12645, 14-27=-3052/12645, 27-28=-3052/12645, 13-28=-3052/12645, 12-13=-2186/8980, 10-12=-2186/8980 WEBS 3-18=-268/127, 3-17=-536/550, 4-17=-1076/4261, 5-17=-4328/1066, 5-16=-278/1086, 5-15=-321/1241, 6-15=-614/135, 7-15=-321/1241, 7-14=-277/1086, 7-13=-4328/1065, 8-13=-1076/4261, 9-13=-537/550, 9-12=-268/126 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 0-7-0 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)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1226 lb uplift at joint 2 and 1226 lb uplift at joint 10. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply A01 1 220-021270T Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:17 Page: 1 ID:k76pnJ2?pfbaQZQ_tRCeEqzntht-wuPHNcxqfcEDsROIBcwET1e?H4UNItIhHwrhz5znrrE Continued on page 2 14)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 17-11-4 oc max. starting at 8-0-6 from the left end to 25-11-10 to connect truss (es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N), J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 23-11-4 to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 16)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, 4-8=-84, 8-11=-84, 2-10=-14 Concentrated Loads (lb) Vert: 17=-1298, 13=-1298, 21=-439, 22=-439, 23=-439, 24=-439, 25=-439, 26=-439, 27=-439, 28=-439 Job Truss Truss Type Qty Ply A01 1 220-021270T Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:17 Page: 2 ID:k76pnJ2?pfbaQZQ_tRCeEqzntht-wuPHNcxqfcEDsROIBcwET1e?H4UNItIhHwrhz5znrrE 6 12 =5x6 =1.5x4 =5x6 =7x10 =1.5x4 =3x8 =7x10 =5x6 =1.5x4 =5x6 1 91314 2 12 11 10 8 3 7 54 6 T1 T2 T1 B1 B1B2 W1 W 2 W3 W 4 W 3 W 2 W1 1-6-035-6-01-6-0-1-6-0 4-8-1210-0-0 4-8-1228-8-12 5-3-434-0-05-3-45-3-4 7-0-017-0-0 7-0-024-0-0 7-1-1217-0-0 7-1-1224-1-12 9-10-434-0-09-10-49-10-4 6 -0 -15 0-4-3 0-1-11 5 -2 -8 5 -2 -8 0 -1 -11 5 -4 -3 Scale = 1:61.5 Plate Offsets (X, Y):[2:0-1-11,Edge], [8:0-1-11,Edge], [10:0-3-4,Edge], [12:0-3-4,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 0.47 Vert(LL)-0.29 11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.38 11-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT)0.15 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 11 >999 240 BCDL 7.0 Weight: 166 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* T2:2x6 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* W3:2x4 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 3-2-10 oc purlins, except 2-0-0 oc purlins (4-8-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1794/0-5-8, (min. 0-2-5), 8=1794/0-5-8, (min. 0-2-5) Max Horiz 2=100 (LC 16) Max Uplift 2=-296 (LC 12), 8=-296 (LC 13) Max Grav 2=2189 (LC 31), 8=2189 (LC 31) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3411/832, 3-4=-3079/735, 4-5=-2734/701, 5-6=-2734/701, 6-7=-3079/735, 7-8=-3411/832 BOT CHORD 2-12=-608/2873, 11-12=-599/3741, 10-11=-599/3741, 8-10=-608/2873 WEBS 3-12=-703/210, 4-12=-134/830, 5-12=-1227/246, 5-10=-1227/245, 6-10=-134/830, 7-10=-703/210 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)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. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 2 and 296 lb uplift at joint 8. 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 1 120-021270T Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:19 Page: 1 ID:9pz4Ln1Z_e?lM6qV37Va1JzntTh-ofeoD__KirkfL3h3QR?AdtpkjhtsEpBHBXpu6sznrrA 6 12 =5x6 =1.5x4 =3x4 =5x6 =7x10 =3x4 =7x10 =5x6 =3x4 =1.5x4 =5x6 1 2 12 11 17 18 10 9 8 1613 73 514 15 64 T1 T2 T3 B1 B1B2 W 1 W2 W 3 W4 W 4 W 3 W2 W 1 1-6-0 -1-6-0 5-0-0 22-0-0 5-0-0 17-0-0 5-8-12 12-0-0 5-8-12 27-8-12 6-3-4 34-0-0 6-3-4 6-3-4 5-7-0 11-10-4 5-7-0 27-8-12 6-3-4 34-0-0 6-3-4 6-3-4 10-3-8 22-1-12 7 -0 -15 0-4-3 0-1-11 6 -2 -8 6 -2 -8 0 -1 -11 6 -4 -3 Scale = 1:58.9 Plate Offsets (X, Y):[2:0-1-11,Edge], [8:0-1-11,Edge], [10:0-3-8,Edge], [11:0-3-8,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 0.75 Vert(LL)-0.38 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.76 Vert(CT)-0.61 10-11 >665 240 TCDL 7.0 Rep Stress Incr YES WB 0.78 Horz(CT)0.14 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 10-11 >999 240 BCDL 7.0 Weight: 159 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* W4:2x4 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 2-4-4 oc purlins, except 2-0-0 oc purlins (3-11-15 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-0-1 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=1798/0-5-8, (min. 0-2-9), 8=1640/0-5-8, (min. 0-2-5) Max Horiz 2=131 (LC 16) Max Uplift 2=-318 (LC 12), 8=-268 (LC 13) Max Grav 2=2422 (LC 31), 8=2143 (LC 31) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3874/800, 3-13=-3681/821, 3-4=-2869/723, 4-14=-2367/692, 5-14=-2369/691, 5-15=-2379/696, 6-15=-2377/697, 6-7=-2883/730, 7-16=-3757/855, 8-16=-3940/835 BOT CHORD 2-12=-645/3258, 11-12=-645/3258, 11-17=-509/2573, 17-18=-509/2573, 10-18=-509/2573, 9-10=-680/3326, 8-9=-680/3326 WEBS 3-11=-1004/251, 4-11=-150/724, 5-11=-606/174, 5-10=-602/172, 6-10=-156/736, 7-10=-1070/285 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)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 268 lb uplift at joint 8 and 318 lb uplift at joint 2. 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 1 120-021270T Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:19 Page: 1 ID:oOD1RiNl8YfdKZY3GjWNiQzntTE-ofeoD__KirkfL3h3QR?AdtpgKhrXEioHBXpu6sznrrA 6 12 =5x6 = 1.5x4 =3x4 =3x6 =3x4 =6x12 =5x8 =7x10 =5x6 =3x4 =3x4 =1.5x4 =4x8 1 2 14 13 12 11 10 19 181539 4 5 8 1716 6 7 T2 T1 T3 T4 B1 B3B2 W 4 W 5 W 4 W 1 W2 W 3 W3 W 2 W1 1-6-0 -1-6-0 4-5-13 28-11-11 4-5-13 9-6-3 4-5-13 24-5-13 4-5-13 14-0-0 5-0-5 5-0-5 5-0-6 34-0-0 6-0-0 20-0-0 6-1-12 20-1-12 6-7-0 26-8-12 6-8-12 14-0-0 7-3-4 7-3-4 7-3-4 34-0-0 8 -0 -15 0-4-3 0-1-11 7 -2 -8 7 -2 -8 0 -1 -11 7 -4 -3 Scale = 1:59.2 Plate Offsets (X, Y):[2:0-1-11,Edge], [6:0-6-0,0-0-15], [10:0-0-4,0-0-0], [12:0-3-12,Edge], [13:0-2-12,0-3-4] 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 0.66 Vert(LL)-0.28 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.74 Vert(CT)-0.37 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 13 >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 *Except* T3:2x6 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* W5:2x4 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 2-3-10 oc purlins, except 2-0-0 oc purlins (5-4-8 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 1 Row at midpt 6-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1807/0-5-8, (min. 0-2-13), 10=1648/ Mechanical, (min. 0-1-8) Max Horiz 2=148 (LC 12) Max Uplift 2=-337 (LC 12), 10=-289 (LC 13) Max Grav 2=2660 (LC 31), 10=2384 (LC 31) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-4418/837, 3-15=-4125/854, 3-4=-3951/816, 4-5=-3791/825, 5-16=-2962/714, 6-16=-2785/722, 6-7=-2547/694, 7-17=-2841/730, 8-17=-2997/722, 8-9=-4084/869, 9-18=-4295/910, 10-18=-4590/900 BOT CHORD 2-14=-684/3755, 13-14=-541/3183, 13-19=-376/2530, 12-19=-376/2530, 11-12=-560/3243, 10-11=-746/3950 WEBS 6-13=-126/791, 6-12=-319/353, 7-12=-134/817, 3-14=-513/169, 5-14=-67/520, 5-13=-955/242, 8-12=-1012/261, 8-11=-106/644, 9-11=-633/206 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 10 and 337 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)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 A04 1 120-021270T Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:19 Page: 1 ID:XZ9xLtz_lIcG0SvCogMZNYzntPu-ofeoD__KirkfL3h3QR?AdtphkhrqEj6HBXpu6sznrrA 6 12 =4x12 = 1.5x4 =6x8 =3x6 =3x4 =3x6 =5x8 =5x6 =5x8 =3x6 =3x6 =3x4 =1.5x4 =4x12 1 20 21 2 15 14 13 22 23 12 11 3 10 1916 941817 85 76 T2 T1 T3 T2 T4 B1 B3B2 W 4 W 5 W 4 W 1 W2 W 3 W3 W 2 W1 1-6-0 -1-6-0 2-0-0 18-0-0 5-1-13 10-10-3 5-1-13 28-3-11 5-1-13 16-0-0 5-1-13 23-1-13 5-8-5 5-8-5 5-8-6 34-0-0 2-3-8 18-1-12 7-7-0 25-8-12 7-7-0 15-10-4 8-3-4 8-3-4 8-3-4 34-0-0 9 -0 -15 0-4-3 0-1-11 8 -2 -8 8 -2 -8 0 -1 -11 8 -4 -3 Scale = 1:59.2 Plate Offsets (X, Y):[2:0-0-10,Edge], [6:0-4-0,0-1-15], [11:0-0-10,Edge], [13:0-3-8,0-3-0], [15:0-4-0,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 0.88 Vert(LL)-0.34 14 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.44 14-15 >911 240 TCDL 7.0 Rep Stress Incr YES WB 0.90 Horz(CT)0.18 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 14-15 >999 240 BCDL 7.0 Weight: 176 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,W2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-1 oc purlins, except 2-0-0 oc purlins (3-10-6 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing. WEBS 1 Row at midpt 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=1807/0-5-8, (min. 0-2-15), 11=1648/ Mechanical, (min. 0-1-8) Max Horiz 2=167 (LC 16) Max Uplift 2=-353 (LC 12), 11=-305 (LC 13) Max Grav 2=2769 (LC 31), 11=2611 (LC 31) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4899/867, 3-16=-4350/812, 4-16=-4180/819, 4-17=-4168/820, 5-17=-4037/829, 5-6=-3162/701, 6-7=-2662/670, 7-8=-3178/704, 8-18=-4129/865, 9-18=-4259/856, 9-19=-4267/856, 10-19=-4442/848, 10-11=-5025/914 BOT CHORD 2-15=-689/4177, 15-20=-514/3458, 20-21=-514/3458, 14-21=-514/3458, 13-14=-309/2655, 13-22=-527/3496, 22-23=-527/3496, 12-23=-527/3496, 11-12=-742/4323 WEBS 6-14=-183/918, 6-13=-322/362, 7-13=-187/933, 3-15=-637/204, 5-15=-82/659, 5-14=-1163/298, 8-13=-1206/316, 8-12=-121/751, 10-12=-736/238 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2 and 305 lb uplift at joint 11. 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)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 A05 1 120-021270T Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:20 Page: 1 ID:uKX650e6ZWgKk2By4QMheMzntP0-GsCAQK_zT8sWzDGGz9WPA5Lp359Lz7AQQBZReIznrr9 6 12 =3x8 =5x8 =5x8 =3x4 =5x6 =5x8 =3x4 =5x8 =5x8 =3x8 1 2 11 14 15 10 16 17 9 8 3 7 131264 5 T2 T1 T2 T3 B1 B1B2B2 W 4 W3 W 2 W1 W 3W2 W 1 1-6-0 -1-6-0 5-5-13 11-6-3 5-5-13 27-11-11 5-5-13 17-0-0 5-5-13 22-5-13 6-0-5 6-0-5 6-0-6 34-0-0 8-2-12 17-0-0 8-2-12 25-2-12 8-9-4 8-9-4 8-9-4 34-0-0 9 -6 -15 0-4-3 8 -10 -3 Scale = 1:59.1 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [3:0-4-0,0-3-0], [7:0-4-0,0-3-0], [8:0-8-0,0-0-6], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0] 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 0.56 Vert(LL)-0.22 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.33 10-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.86 Horz(CT)0.12 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 8-9 >999 240 BCDL 7.0 Weight: 159 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-8-4 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=1807/0-5-8, (min. 0-1-15), 8=1648/ Mechanical, (min. 0-1-8) Max Horiz 2=177 (LC 16) Max Uplift 2=-360 (LC 12), 8=-311 (LC 13) Max Grav 2=1807 (LC 1), 8=1650 (LC 20) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3065/873, 3-12=-2736/822, 4-12=-2548/833, 4-5=-1950/682, 5-6=-1949/681, 6-13=-2609/865, 7-13=-2801/847, 7-8=-3148/915 BOT CHORD 2-11=-691/2619, 11-14=-497/2158, 14-15=-497/2158, 10-15=-497/2158, 10-16=-509/2200, 16-17=-509/2200, 9-17=-509/2200, 8-9=-739/2715 WEBS 5-10=-418/1219, 6-10=-993/343, 6-9=-134/524, 7-9=-453/254, 4-10=-930/326, 4-11=-98/458, 3-11=-389/223 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 360 lb uplift at joint 2 and 311 lb uplift at joint 8. 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 A06 3 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:20 Page: 1 ID:2CN8b1J20CLi4OxsHOORKfzntS1-GsCAQK_zT8sWzDGGz9WPA5Lu25Daz8nQQBZReIznrr9 6 12 =3x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x6 =5x8 =5x8 =3x6 1 10 13 14 9 15 16 8 7 2 6 11 1253 4 T2 T1 T2 T1 B1 B4B3B2 W 1 W2 W 3 W 4 W3 W 5 W6 5-5-13 11-6-3 5-5-13 27-11-11 5-5-13 17-0-0 5-5-13 22-5-13 6-0-5 6-0-5 6-0-6 34-0-0 0-2-12 26-6-8 7-5-8 34-0-0 7-10-7 17-0-0 9-1-9 9-1-9 9-3-12 26-3-12 8 -10 -3 0-4-3 8 -10 -3 Scale = 1:56.8 Plate Offsets (X, Y):[2:0-3-0,0-3-4], [6:0-4-0,0-3-0], [8:0-4-0,0-3-0], [9:0-4-0,0-3-0], [10:0-3-0,0-3-4] 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 0.47 Vert(LL)-0.15 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.25 1-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.83 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 1-10 >999 240 BCDL 7.0 Weight: 157 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* W3,W4:2x4 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 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1194/0-5-8, (min. 0-1-8), 7=85/ Mechanical, (min. 0-1-8), 8=2024/0-5-8, (min. 0-2-3) Max Horiz 1=-151 (LC 13) Max Uplift 1=-242 (LC 12), 7=-91 (LC 18), 8=-343 (LC 13) Max Grav 1=1261 (LC 18), 7=167 (LC 19), 8=2024 (LC 1) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2233/621, 2-11=-1894/540, 3-11=-1703/559, 3-4=-1045/390, 4-5=-952/390, 5-12=-91/697, 6-12=-110/535, 6-7=-119/516 BOT CHORD 1-10=-474/1908, 10-13=-261/1432, 13-14=-261/1432, 9-14=-261/1432, 9-15=-6/511, 15-16=-6/511, 8-16=-6/511, 7-8=-409/160 WEBS 2-10=-443/251, 3-10=-121/482, 3-9=-957/341, 4-9=-156/351, 5-9=-69/644, 5-8=-1745/522, 6-8=-474/260 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 242 lb uplift at joint 1, 343 lb uplift at joint 8 and 91 lb uplift at joint 7. 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 A07 5 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:20 Page: 1 ID:06LSOH0xVjS3KfUjrkujshzntOY-GsCAQK_zT8sWzDGGz9WPA5LvT5FIz9GQQBZReIznrr9 6 12 =3x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x6 =5x8 =5x8 =3x4 1 10 13 14 9 15 16 8 7 2 6 11 1235 4 T2 T1 T2 T1 B1 B4B3B2 W 1 W2 W 3 W 4 W3 W 5 W6 5-5-13 27-11-11 5-5-13 11-6-3 5-5-13 22-5-13 5-5-13 17-0-0 6-0-5 6-0-5 6-0-6 34-0-0 7-8-4 34-0-0 7-10-7 17-0-0 9-1-9 9-1-9 9-3-12 26-3-12 8 -10 -3 0-4-3 8 -10 -3 Scale = 1:56.8 Plate Offsets (X, Y):[2:0-3-0,0-3-4], [6:0-4-0,0-3-0], [7:0-2-10,0-1-8], [8:0-4-0,0-3-0], [9:0-4-0,0-3-0], [10:0-3-0,0-3-4] 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 0.47 Vert(LL)-0.15 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.25 1-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.82 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 1-10 >999 240 BCDL 7.0 Weight: 157 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* W3,W4:2x4 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 3-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)1=1194/0-5-8, (min. 0-1-8), 7=78/0-3-8, (min. 0-1-8), 8=2023/0-5-8, (min. 0-2-3) Max Horiz 1=-151 (LC 13) Max Uplift 1=-241 (LC 12), 7=-97 (LC 18), 8=-342 (LC 13) Max Grav 1=1259 (LC 18), 7=161 (LC 19), 8=2023 (LC 1) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2230/621, 2-11=-1892/540, 3-11=-1701/559, 3-4=-1044/390, 4-5=-952/390, 5-12=-91/698, 6-12=-110/537, 6-7=-120/518 BOT CHORD 1-10=-474/1906, 10-13=-261/1430, 13-14=-261/1430, 9-14=-261/1430, 9-15=-6/512, 15-16=-6/512, 8-16=-6/512, 7-8=-410/160 WEBS 2-10=-443/251, 3-10=-121/481, 3-9=-955/341, 4-9=-157/350, 5-9=-69/644, 5-8=-1747/523, 6-8=-472/259 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 241 lb uplift at joint 1, 342 lb uplift at joint 8 and 97 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 A08 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:20 Page: 1 ID:06LSOH0xVjS3KfUjrkujshzntOY-GsCAQK_zT8sWzDGGz9WPA5LvT5FIz9QQQBZReIznrr9 6 12 =3x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x6 =5x8 =5x8 =3x4 8 1 11 14 15 10 16 17 9 7 2 6 12 1335 4 T2 T1 T2 T3 B1 B4B3B2 W 1 W2 W 3 W 4 W3 W 5 W6 1-6-0 35-6-0 5-5-13 27-11-11 5-5-13 11-6-3 5-5-13 22-5-13 5-5-13 17-0-0 6-0-5 6-0-5 6-0-6 34-0-0 7-8-4 34-0-0 7-10-7 17-0-0 9-1-9 9-1-9 9-3-12 26-3-12 9 -6 -15 0-4-3 8 -10 -3 Scale = 1:59.2 Plate Offsets (X, Y):[2:0-3-0,0-3-4], [6:0-4-0,0-3-0], [7:0-2-10,0-1-8], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-3-0,0-3-4] 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 0.48 Vert(LL)-0.15 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.25 1-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.85 Horz(CT)0.05 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 1-11 >999 240 BCDL 7.0 Weight: 159 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* W3,W4:2x4 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 3-9-10 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)1=1195/0-5-8, (min. 0-1-8), 7=243/0-3-8, (min. 0-1-8), 9=2001/0-5-8, (min. 0-2-2) Max Horiz 1=-177 (LC 13) Max Uplift 1=-243 (LC 12), 7=-105 (LC 13), 9=-325 (LC 13) Max Grav 1=1280 (LC 19), 7=325 (LC 20), 9=2001 (LC 1) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2274/631, 2-12=-1935/551, 3-12=-1735/570, 3-4=-1068/401, 4-5=-956/401, 5-13=-69/698, 6-13=-88/549, 6-7=-105/530 BOT CHORD 1-11=-450/1945, 11-14=-250/1468, 14-15=-250/1468, 10-15=-250/1468, 10-16=0/516, 16-17=0/516, 9-17=0/516, 7-9=-423/195 WEBS 2-11=-443/251, 3-11=-120/481, 3-10=-984/340, 4-10=-168/359, 5-10=-67/659, 5-9=-1752/508, 6-9=-456/244 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 243 lb uplift at joint 1, 325 lb uplift at joint 9 and 105 lb uplift at joint 7. 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 A09 2 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:20 Page: 1 ID:N39LR_43JG4MQRNheHUuZkzntOT-GsCAQK_zT8sWzDGGz9WPA5LvJ5FIz8xQQBZReIznrr9 6 12 =3x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x4 =6x8 =1.5x4 1 9 12 13 8 14 15 7 2 6 11 53 10 4 T2 T1 T3 W 6 B1 B3B2 W 4 W3W 3W2 W 1 W 5 5-5-13 11-6-3 5-5-13 17-0-0 5-5-13 22-5-13 6-0-5 6-0-5 4-0-11 26-6-8 8-2-12 17-0-0 8-9-4 8-9-4 9-6-8 26-6-8 8 -10 -3 0-4-3 4 -0 -15 8 -10 -3 Scale = 1:47.7 Plate Offsets (X, Y):[2:0-3-0,0-3-4], [8:0-4-0,0-3-0], [9:0-3-0,0-3-4] 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 0.52 Vert(LL)-0.19 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.32 7-8 >978 240 TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.05 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 1-9 >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 Stud/Std *Except* W4,W3:2x4 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1282/0-5-8, (min. 0-1-8), 7=1282/0-5-8, (min. 0-1-8) Max Horiz 1=240 (LC 12) Max Uplift 1=-253 (LC 12), 7=-209 (LC 12) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2312/653, 2-3=-1972/607, 3-10=-1151/406, 4-10=-1040/425, 4-5=-1149/424 BOT CHORD 1-9=-676/1960, 9-12=-452/1457, 12-13=-452/1457, 8-13=-452/1457, 8-14=-235/756, 14-15=-235/756, 7-15=-235/756 WEBS 4-8=-185/503, 5-8=-34/374, 3-8=-828/343, 3-9=-132/496, 2-9=-428/246, 5-7=-1316/425 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 253 lb uplift at joint 1 and 209 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 A10 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:21 Page: 1 ID:kIUf3WLt80rE3p2wwvt3SNzntO7-l2mYeg?bES_NaMrSXs1eiIu3QVbXidDafrI?Alznrr8 6 12 =3x6 =5x6 =5x6 =3x4 =4x5 =5x8 =3x4 =6x8 =1.5x4 1 9 12 13 8 14 15 7 2 6 11 3 5 10 4 T2 T1 T3 W 6 B1 B3B2 W 4 W3W 3W2 W 1 W 5 5-5-13 11-6-3 5-5-13 22-5-13 5-5-13 17-0-0 6-0-5 6-0-5 4-0-11 26-6-8 8-2-12 17-0-0 8-9-4 8-9-4 9-6-8 26-6-8 8 -10 -3 0-4-3 4 -0 -15 8 -10 -3 Scale = 1:47.7 Plate Offsets (X, Y):[2:0-3-0,0-3-4], [8:0-4-0,0-3-0], [9:0-3-0,0-3-4] 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 0.52 Vert(LL)-0.19 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.32 7-8 >978 240 TCDL 7.0 Rep Stress Incr YES WB 0.72 Horz(CT)0.05 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 1-9 >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 Stud/Std *Except* W4,W3:2x4 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 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-8 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1282/0-5-8, (min. 0-1-8), 7=1282/ Mechanical, (min. 0-1-8) Max Horiz 1=240 (LC 12) Max Uplift 1=-253 (LC 12), 7=-209 (LC 12) 12 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2312/653, 2-3=-1972/607, 3-10=-1151/406, 4-10=-1040/425, 4-5=-1149/424 BOT CHORD 1-9=-676/1960, 9-12=-452/1457, 12-13=-452/1457, 8-13=-452/1457, 8-14=-235/756, 14-15=-235/756, 7-15=-235/756 WEBS 4-8=-185/503, 5-8=-34/374, 3-8=-828/343, 3-9=-132/496, 2-9=-428/246, 5-7=-1316/425 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 253 lb uplift at joint 1 and 209 lb uplift at joint 7. 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 A11 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:21 Page: 1 ID:NcCBacUOJiMXVfzDdQ5txvzntNx-l2mYeg?bES_NaMrSXs1eiIu3QVbXidDafrI?Alznrr8 6 12 =3x6 =5x6 =5x6 =3x4 =5x6 =5x8 =3x4 =6x8 =1.5x4 1 2 10 13 14 9 15 16 8 3 7 12 4 6 11 5 T2 T1 T3 W 6 B1 B3B2 W 4 W3W 3W2 W 1 W 5 1-6-0 -1-6-0 4-0-11 26-6-8 5-5-13 11-6-3 5-5-13 22-5-13 5-5-13 17-0-0 6-0-5 6-0-5 8-2-12 17-0-0 8-9-4 8-9-4 9-6-8 26-6-8 9 -6 -15 0-4-3 4 -0 -15 8 -10 -3 Scale = 1:49.9 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [3:0-3-0,0-3-4], [9:0-4-0,0-3-0], [10:0-3-0,0-3-4] 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 0.52 Vert(LL)-0.19 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.32 8-9 >981 240 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.05 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 2-10 >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 Stud/Std *Except* W4,W3:2x4 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 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1438/0-5-8, (min. 0-1-9), 8=1277/ Mechanical, (min. 0-1-8) Max Horiz 2=266 (LC 12) Max Uplift 2=-303 (LC 12), 8=-207 (LC 12) Max Grav 2=1438 (LC 1), 8=1279 (LC 20) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2276/621, 3-4=-1941/580, 4-11=-1146/401, 5-11=-1034/420, 5-6=-1143/418 BOT CHORD 2-10=-641/1921, 10-13=-439/1443, 13-14=-439/1443, 9-14=-439/1443, 9-15=-232/770, 15-16=-232/770, 8-16=-232/770 WEBS 5-9=-182/500, 6-9=-32/370, 4-9=-815/331, 4-10=-107/468, 3-10=-409/228, 6-8=-1349/421 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 303 lb uplift at joint 2 and 207 lb uplift at joint 8. 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 A12 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:21 Page: 1 ID:1wxk5jdwUOtqyVuXKxJhQRzntNl-l2mYeg?bES_NaMrSXs1eiIu3QVc?ieYafrI?Alznrr8 6 12 =5x6 = 1.5x4 =3x4 =3x6 =3x4 =5x6 =8x12 =3x8 =6x8 =3x6 =6x8 =2x4 1 2 13 17 18 12 11 19 20 10 3 9 4 16 14 5 8 15 6 7 T2 T1 T3 T4 W 8 B1 B2 W 4 W 4 W 1 W2 W 3 W6 W 7 W 5 1-6-0 -1-6-0 2-0-0 18-0-0 4-3-4 22-3-4 5-1-13 10-10-3 5-1-13 16-0-0 5-8-5 5-8-5 4-3-4 26-6-8 1-8-8 17-10-4 7-10-8 16-1-12 8-3-4 8-3-4 8-8-4 26-6-8 9 -0 -15 0-4-3 4 -0 -15 0-1-11 8 -2 -8 8 -2 -8 0 -1 -11 8 -4 -3 Scale = 1:51.1 Plate Offsets (X, Y):[2:0-1-11,Edge], [7:0-4-10,Edge], [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 0.57 Vert(LL)-0.18 12-13 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.25 12-13 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.08 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 2-13 >999 240 BCDL 7.0 Weight: 156 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* W8,W1,W2,W7:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-9 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. WEBS 1 Row at midpt 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=1438/0-5-8, (min. 0-2-5), 10=1277/ Mechanical, (min. 0-1-8) Max Horiz 2=255 (LC 12) Max Uplift 2=-300 (LC 12), 10=-197 (LC 13) Max Grav 2=2192 (LC 31), 10=1967 (LC 31) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3672/617, 3-4=-3114/567, 4-14=-2932/568, 5-14=-2801/577, 5-15=-1857/418, 6-15=-1672/434, 6-7=-1391/404, 7-8=-1693/411, 9-10=-269/81 BOT CHORD 2-13=-641/3094, 13-17=-459/2337, 17-18=-459/2337, 12-18=-459/2337, 11-12=-252/1526, 11-19=-226/1177, 19-20=-226/1177, 10-20=-226/1177 WEBS 6-12=-193/872, 7-11=-95/429, 3-13=-670/211, 5-13=-87/692, 5-12=-1188/301, 8-11=-25/379, 8-10=-2006/396, 6-11=-599/168 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 197 lb uplift at joint 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)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 A13 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:21 Page: 1 ID:54sqpf0?yEvInQKgCfuBjBzntNF-l2mYeg?bES_NaMrSXs1eiIu3eVZUiaxafrI?Alznrr8 6 12 =5x6 =1.5x4 =MT20HS 10x20 =5x6 =MT20HS 8x12 =3x8 =MT18HS 9x12 =3x6 =3x6 =1.5x4 1 2 11 10 15 9 8 12 3 7 6 14 5134 T2 T1 T3 T4 W 7 B1 B2 W 1 W2 W 3 W 4 W 3 W5 W 6 1-6-0 -1-6-0 3-3-4 26-6-8 3-3-4 23-3-4 6-0-0 20-0-0 6-8-12 14-0-0 7-3-4 7-3-4 5-8-8 19-10-4 6-8-4 26-6-8 6-10-8 14-1-12 7-3-4 7-3-4 8 -0 -15 0-4-3 4 -0 -15 0-1-11 7 -2 -8 7 -2 -8 0 -1 -11 7 -4 -3 Scale = 1:49.4 Plate Offsets (X, Y):[2:0-1-11,Edge], [4:0-5-4,Edge], [5:0-8-10,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 0.96 Vert(LL)-0.17 2-11 >999 360 MT20HS 165/146 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.23 2-11 >999 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.07 8 n/a n/a MT20 220/195 BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 2-11 >999 240 BCDL 7.0 Weight: 143 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* W2,W4,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, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-8-2 oc bracing. WEBS 1 Row at midpt 3-10, 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)2=1438/0-5-8, (min. 0-2-5), 8=1277/ Mechanical, (min. 0-1-8) Max Horiz 2=238 (LC 12) Max Uplift 2=-289 (LC 12), 8=-177 (LC 13) Max Grav 2=2149 (LC 31), 8=1674 (LC 31) 15 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3221/576, 3-12=-2734/577, 3-4=-1922/452, 4-13=-1086/365, 5-13=-1086/365, 5-14=-1200/371, 6-14=-1318/361 BOT CHORD 2-11=-591/2657, 10-11=-592/2654, 10-15=-321/1514, 9-15=-321/1514, 8-9=-188/843 WEBS 3-11=0/261, 3-10=-1316/311, 4-10=-99/707, 4-9=-666/151, 6-9=-77/603, 6-8=-1648/374 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)Provide adequate drainage to prevent water ponding. 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, with BCDL = 7.0psf. 9)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 2 and 177 lb uplift at joint 8. 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)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 A14 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:21 Page: 1 ID:LQ4o6cMdpKuYbUJ0CTNDjbzntLW-l2mYeg?bES_NaMrSXs1eiIuzYVZtiiwafrI?Alznrr8 6 12 =3x8 =1.5x4 =3x4 =6x8 =5x8 =3x4 =4x8 =6x8 =4x5 =1.5x4 1 2 11 10 14 15 9 8 12 3 7 5 134 6 T1 T2 T3 W 6 B1 B2 W 1 W2 W 3 W4 W 4 W 3 W5 1-6-0 -1-6-0 5-0-0 17-0-0 5-0-0 22-0-0 4-6-8 26-6-8 5-8-12 12-0-0 6-3-4 6-3-4 4-8-4 26-6-8 5-10-8 12-1-12 6-3-4 6-3-4 9-8-8 21-10-4 7 -0 -15 0-4-3 4 -0 -15 0-1-11 6 -2 -8 6 -2 -8 0 -1 -11 6 -4 -3 Scale = 1:49.4 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [4:0-4-10,Edge], [6:0-4-10,Edge], [7:Edge,0-1-12], [10:0-3-12,0-3-0] 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)-0.22 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.52 Vert(CT)-0.36 9-10 >877 240 TCDL 7.0 Rep Stress Incr YES WB 0.84 Horz(CT)0.06 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 2-11 >999 240 BCDL 7.0 Weight: 137 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* W4:2x4 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 3-2-4 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-3 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1438/0-5-8, (min. 0-2-2), 8=1277/ Mechanical, (min. 0-1-8) Max Horiz 2=220 (LC 12) Max Uplift 2=-275 (LC 12), 8=-171 (LC 8) Max Grav 2=1986 (LC 31), 8=1385 (LC 31) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2945/570, 3-12=-2571/582, 3-4=-1888/476, 4-5=-1526/474, 5-13=-979/296, 6-13=-974/297, 6-7=-1106/285, 7-8=-1369/361 BOT CHORD 2-11=-607/2436, 10-11=-607/2436, 10-14=-367/1614, 14-15=-367/1614, 9-15=-367/1614 WEBS 3-10=-1062/260, 4-10=-40/352, 5-10=-146/444, 5-9=-1009/261, 7-9=-252/1265 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)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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 275 lb uplift at joint 2 and 171 lb uplift at joint 8. 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)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 A15 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:22 Page: 1 ID:H4jz56bXKAHrNOGfpzDg?czntLD-DEKwr00D?m6ECWQe5aYtFWRAZvw_R2bjuV2YjBznrr7 6 12 =4x5 =1.5x4 =6x8 =5x8 =3x4 =5x6 =6x8 =4x5 =3x4 1 2 10 9 8 11 3 5 12 6 74 T1 T2 T3 W 2 B1 B3B2 W1 W 2 W3 W 4 W5 W 6 1-6-0 -1-6-0 5-5-0 20-10-0 5-5-0 15-5-0 4-8-12 10-0-0 5-8-8 26-6-8 5-3-4 5-3-4 7-6-7 17-8-3 8-10-5 26-6-8 10-1-12 10-1-12 6 -0 -15 0-4-3 5 -2 -8 0-1-11 5 -2 -8 5 -2 -8 0 -1 -11 5 -4 -3 Scale = 1:49.4 Plate Offsets (X, Y):[2:0-1-0,Edge], [4:0-4-10,Edge], [6:0-4-0,Edge], [9:0-3-0,0-3-4], [10:0-3-12,0-3-0] 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 0.69 Vert(LL)-0.20 2-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.35 2-10 >885 240 TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.08 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 9-10 >999 240 BCDL 7.0 Weight: 129 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* W6:2x4 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 3-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. WEBS 1 Row at midpt 6-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1438/0-5-8, (min. 0-1-15), 8=1277/ Mechanical, (min. 0-1-8) Max Horiz 2=228 (LC 12) Max Uplift 2=-254 (LC 12), 8=-296 (LC 9) Max Grav 2=1812 (LC 28), 8=1909 (LC 27) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2612/575, 3-11=-2458/592, 3-4=-2212/479, 4-5=-1975/474, 5-12=-2124/409, 6-12=-2124/409, 7-8=-356/79 BOT CHORD 2-10=-670/2170, 9-10=-489/2358, 8-9=-343/1724 WEBS 3-10=-792/224, 4-10=-42/527, 5-10=-529/283, 5-9=-560/191, 6-9=-121/740, 6-8=-2257/456 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. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 8 and 254 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)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 A16 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:22 Page: 1 ID:6E4EM9fIw01?5JkpADK4EtzntL7-DEKwr00D?m6ECWQe5aYtFWRBWvxvR82juV2YjBznrr7 6 12 =4x8 =3x6 =3x4 =12x12 =MT20HS 5x12 =3x8 =8x12 =4x5 =6x8 =4x5 =3x8 =6x8 =4x8 =4x5 =5x6 =1.5x4 HUS28 1 18 2 17 16 15 14 13 12 11 19 3 5 2120 64 22 7 9 23 108 T1 T2 T3 T4 W 1 0 B1 B2 W 1 W 2 W3 W4 W 5 W 6 W 5 W 7 W 8 W 9 W 1 0 W1 1 W 1 2 0-1-7 8-1-7 1-6-0 -1-6-0 2-9-0 23-6-0 3-0-8 26-6-8 2-10-8 17-10-8 2-10-8 20-9-0 3-4-9 11-6-0 3-6-0 15-0-0 3-6-12 8-0-0 4-5-4 4-5-4 2-6-0 6-11-4 3-0-4 17-10-8 3-0-4 20-10-12 3-4-4 14-10-4 4-5-4 4-5-4 4-6-12 11-6-0 5-7-12 26-6-8 7 -11 -7 0-4-3 7 -1 -0 0-1-11 0-1-11 4 -2 -8 4 -2 -8 0 -1 -11 4 -4 -3 2 -8 -13 7 -1 -0 0 -1 -11 7 -2 -11 Scale = 1:49.4 Plate Offsets (X, Y):[2:0-4-0,0-1-15], [4:0-6-0,0-0-15], [6:0-3-6,Edge], [8:0-4-10,Edge], [15:0-6-0,0-6-0] 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 0.34 Vert(LL)-0.16 15-16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.21 15-16 >999 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.75 Horz(CT)0.04 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 15 >999 240 BCDL 7.0 Weight: 408 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except end verticals, and 2-0-0 oc purlins (5-8-7 max.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=3998/0-5-8, (min. 0-2-6), 11=2141/ Mechanical, (min. 0-1-8) Max Horiz 2=303 (LC 10) Max Uplift 2=-765 (LC 10), 11=-408 (LC 10) Max Grav 2=4433 (LC 32), 11=2411 (LC 31) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-8213/1400, 3-19=-7996/1408, 3-4=-8037/1446, 4-20=-6140/1163, 5-20=-6142/1163, 5-21=-4907/868, 6-21=-4900/868, 6-22=-3281/560, 7-22=-3142/566, 7-8=-1875/334, 8-9=-1640/322 BOT CHORD 2-17=-1479/7215, 16-17=-1479/7215, 15-16=-1188/5916, 14-15=-1188/5916, 13-14=-978/4859, 12-13=-586/2858, 11-12=-180/970 WEBS 3-17=-333/97, 3-16=-357/306, 4-16=-565/3374, 5-16=-755/940, 5-14=-1526/305, 6-14=-187/1093, 6-13=-3419/651, 7-13=-479/2668, 7-12=-2558/540, 8-12=-90/588, 9-12=-387/2005, 9-11=-2409/448 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: 2x8 - 3 rows staggered at 0-4-0 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Refer to girder(s) for truss to truss connections. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 11 and 765 lb uplift at joint 2. 13)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. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss) or equivalent at 6-11-4 from the left end to connect truss(es) CG1 (1 ply 2x8 DF) to back face of bottom chord. Job Truss Truss Type Qty Ply A17 1 220-021270T Half Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:22 Page: 1 ID:xfzxB1xkV4xkMs_E0YETgjzntKm-DEKwr00D?m6ECWQe5aYtFWRGzvy0R4_juV2YjBznrr7 Continued on page 2 16)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, 4-6=-84, 6-8=-84, 8-10=-84, 2-11=-14 Concentrated Loads (lb) Vert: 16=-3424 Job Truss Truss Type Qty Ply A17 1 220-021270T Half Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:22 Page: 2 ID:xfzxB1xkV4xkMs_E0YETgjzntKm-DEKwr00D?m6ECWQe5aYtFWRGzvy0R4_juV2YjBznrr7 6 12 =3x6 =5x6 =3x8 =3x4 =4x8 =2x4 =4x5 =3x8 =5x6 =3x8 =5x6 =4x8 =5x6 =3x8 =3x8 =4x5 =2x4 =4x8 =3x4 =3x8 =5x6 =3x6 1 23 2 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 22 21348535247 204 44 49 195186 177 45 50 1685146 5554 159 1410 11 13 12 T2 T1 T2 T1 B1 B1B2 W 4 W3 W 2 W1 W 3W2 W 1 S T 1 1 S T 1 2 S T 9 S T 1 0 S T 8 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 S T 1 1 S T 1 2 S T 9 S T 1 0 S T 8 S T 6 S T 7 S T 4 S T 5 S T 3 S T 2 S T 1 1-6-037-6-01-6-0-1-6-0 5-9-1329-7-115-9-1312-2-3 5-9-1323-9-135-9-1318-0-0 6-4-536-0-06-4-56-4-5 4-0-813-3-12 4-8-418-0-0 8-8-1226-8-12 9-3-436-0-09-3-49-3-4 10 -0 -15 0-4-3 9 -4 -3 Scale = 1:64.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [4:0-3-0,0-3-0], [20:0-3-0,0-3-0], [22:0-2-12,0-1-8], [32:0-3-0,0-3-0], [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 0.35 Vert(LL)-0.14 31-32 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.18 31-32 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(CT)0.03 22 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 31-32 >999 240 BCDL 7.0 Weight: 262 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-39 JOINTS 1 Brace at Jt(s): 44, 45, 49, 50 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 13-5-8. except 22=0-5-8, 36=0-3-8 (lb) -Max Horiz 2=172 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 38, 40, 42, 43 except 22=-291 (LC 13), 36=-139 (LC 12), 37=-101 (LC 13), 39=-177 (LC 13), 41=-267 (LC 20) Max Grav All reactions 250 (lb) or less at joint(s) 38, 40, 41, 42, 43 except 2=343 (LC 18), 22=1332 (LC 20), 36=645 (LC 19), 37=852 (LC 20), 39=915 (LC 20) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-158/360, 3-4=-117/364, 4-5=-71/354, 5-6=-67/493, 6-7=-104/641, 7-8=-69/680, 8-54=-11/610, 9-54=-4/641, 9-10=-525/236, 10-11=-568/295, 11-12=-537/329, 12-13=-550/326, 13-14=-586/287, 14-15=-678/260, 15-55=-1459/525, 16-55=-1550/522, 16-17=-1583/483, 17-18=-1615/447, 18-19=-1764/496, 19-20=-1905/510, 20-21=-1940/474, 21-22=-2027/450 BOT CHORD 2-43=-309/199, 42-43=-309/199, 41-42=-312/200, 40-41=-312/200, 39-40=-312/200, 38-39=-316/258, 37-38=-316/258, 36-37=-316/258, 35-36=-316/258, 34-35=-316/258, 33-34=-316/258, 32-33=-87/1193, 31-32=-87/1193, 30-31=-87/1193, 29-30=-87/1193, 28-29=-87/1193, 27-28=-292/1695, 26-27=-292/1695, 25-26=-292/1695, 24-25=-295/1698, 22-24=-295/1698 WEBS 33-49=-1048/329, 49-50=-1012/323, 15-50=-1027/328, 15-51=-242/681, 51-52=-194/486, 28-52=-200/513, 28-53=-470/183, 18-53=-437/169, 9-45=-176/1187, 44-45=-177/1147, 33-44=-169/1155, 39-47=-672/139, 46-47=-528/105, 9-46=-1367/296, 6-48=-376/175, 39-48=-402/187, 10-45=-361/118, 35-45=-392/119, 37-46=-896/203, 5-41=-76/294, 30-51=-52/274 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)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. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 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. Job Truss Truss Type Qty Ply B01 1 120-021270T Common Structural Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:23 Page: 1 ID:?Q1jIUTeGHV8iXGjPNkGuHznt_7-hRuJ3M1rm3F5qg?qfH36ojzRaJInAWcs69n6Fdznrr6 Continued on page 2 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) 2, 38, 40, 42, 43 except (jt=lb) 39=177, 37=100, 41=266, 22=291, 36=138. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B01 1 120-021270T Common Structural Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:23 Page: 2 ID:?Q1jIUTeGHV8iXGjPNkGuHznt_7-hRuJ3M1rm3F5qg?qfH36ojzRaJInAWcs69n6Fdznrr6 6 12 =3x8 =5x8 =5x8 =3x4 =5x6 =5x8 =3x4 =5x8 =5x8 =3x8 1 9 2 12 15 16 11 17 18 10 8 73 1413 64 5 T2 T1 T2 T1 B1 B1B2B2 W 4 W3 W 2 W1 W 3W2 W 1 1-6-037-6-01-6-0-1-6-0 5-9-1329-7-115-9-1312-2-3 5-9-1323-9-135-9-1318-0-0 6-4-536-0-06-4-56-4-5 8-8-1226-8-128-8-1218-0-0 9-3-436-0-09-3-49-3-4 10 -0 -15 0-4-3 9 -4 -3 Scale = 1:64.4 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [3:0-4-0,0-3-0], [7:0-4-0,0-3-0], [8:0-8-0,0-0-6], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0], [12:0-4-0,0-3-0] 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 0.63 Vert(LL)-0.26 11-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.55 Vert(CT)-0.38 11-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(CT)0.13 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 11 >999 240 BCDL 7.0 Weight: 171 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-11 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)2=1892/0-5-8, (min. 0-2-0), 8=1892/0-5-8, (min. 0-2-0) Max Horiz 2=172 (LC 12) Max Uplift 2=-377 (LC 12), 8=-377 (LC 13) Max Grav 2=1894 (LC 19), 8=1894 (LC 20) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3234/918, 3-13=-2887/863, 4-13=-2684/875, 4-5=-2042/711, 5-6=-2042/711, 6-14=-2684/875, 7-14=-2887/863, 7-8=-3234/918 BOT CHORD 2-12=-674/2766, 12-15=-465/2290, 15-16=-465/2290, 11-16=-465/2290, 11-17=-465/2290, 17-18=-465/2290, 10-18=-465/2290, 8-10=-674/2766 WEBS 5-11=-434/1272, 6-11=-1017/347, 6-10=-107/492, 7-10=-419/240, 4-11=-1017/347, 4-12=-107/492, 3-12=-419/240 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 377 lb uplift at joint 2 and 377 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 B02 6 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:23 Page: 1 ID:IVQxC4MMdDEYV?VopGYwVAznt_H-hRuJ3M1rm3F5qg?qfH36ojzNCJGkAbTs69n6Fdznrr6 6 12 =3x8 =5x8 =5x8 =3x4 =5x8 =5x6 =3x4 =5x8 =5x8 =3x8 1 2 11 14 15 10 16 17 9 8 3 7 131246 5 T2 T1 T2 T3 B1 B1B2B2 W 4 W3 W 2 W1 W 3W2 W 1 1-6-0-1-6-0 5-9-1329-7-115-9-1312-2-3 5-9-1318-0-0 5-9-1323-9-13 6-4-536-0-06-4-56-4-5 8-8-1218-0-0 8-8-1226-8-12 9-3-436-0-09-3-49-3-4 10 -0 -15 0-4-3 9 -4 -3 Scale = 1:61.9 Plate Offsets (X, Y):[2:0-8-0,0-0-6], [3:0-4-0,0-3-0], [7:0-4-0,0-3-0], [8:0-8-0,0-0-6], [9:0-4-0,0-3-0], [10:0-4-0,0-3-0], [11:0-4-0,0-3-0] 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 0.65 Vert(LL)-0.26 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.61 Vert(CT)-0.38 10-11 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.13 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.11 8-9 >999 240 BCDL 7.0 Weight: 169 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-10 oc bracing. WEBS 1 Row at midpt 6-10, 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1896/0-5-8, (min. 0-2-0), 8=1738/0-5-8, (min. 0-1-14) Max Horiz 2=185 (LC 12) Max Uplift 2=-377 (LC 12), 8=-327 (LC 13) Max Grav 2=1896 (LC 1), 8=1740 (LC 20) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3243/926, 3-12=-2891/880, 4-12=-2670/882, 4-5=-2050/718, 5-6=-2050/718, 6-13=-2715/903, 7-13=-2919/883, 7-8=-3271/951 BOT CHORD 2-11=-734/2773, 11-14=-525/2276, 14-15=-525/2276, 10-15=-525/2276, 10-16=-532/2305, 16-17=-532/2305, 9-17=-532/2305, 8-9=-763/2805 WEBS 5-10=-439/1278, 6-10=-1029/358, 6-9=-131/518, 7-9=-437/256, 4-10=-987/347, 4-11=-108/493, 3-11=-419/239 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 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 377 lb uplift at joint 2 and 327 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 B03 5 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:23 Page: 1 ID:7wJe1xdoCH7HlXlDfbTJw1znszw-hRuJ3M1rm3F5qg?qfH36ojzMuJFoAbIs69n6Fdznrr6 6 12 =4x8 =6x8 =4x12 =7x10 =12x12 =4x8 =MT20HS 10x12 =6x8 =7x10 =12x12 =6x8 =MT20HS 10x12 =4x8 =12x12 =7x10 =4x12 =6x8 =4x8 HGUS28-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HGUS26-2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 16 19 15 20 21 1422 23 13 24 12 25 26 11 27 28 10 29 30 9 82 73 1817 64 5 T2 T1 T2 T1 B1 B1B2 W 1 W2 W 3 W 4 W 5 W 6 W 7 W6 W 5 W4 W 3 W2 W 1 HW1 HW1 4-4-6 26-8-12 4-4-6 13-7-10 4-4-6 9-3-4 4-4-6 31-1-2 4-4-6 18-0-0 4-4-6 22-4-6 4-10-14 36-0-0 4-10-14 4-10-14 4-4-6 9-3-4 4-4-6 31-1-2 4-4-6 18-0-0 4-4-6 26-8-12 4-4-6 13-7-10 4-4-6 22-4-6 4-10-14 36-0-0 4-10-14 4-10-14 9 -4 -3 0-4-30-7 -4 0 -7 -4 8 -8 -15 9 -4 -3 Scale = 1:59.5 Plate Offsets (X, Y):[1:0-7-8,Edge], [1:0-7-8,0-3-4], [2:0-5-0,0-4-8], [8:0-5-0,0-4-8], [9:0-7-8,Edge], [9:0-7-8,0-3-4], [11:0-3-8,0-6-0], [12:0-6-0,0-6-0], [14:0-6-0,0-6-0], [15:0-3-8,0-6-0] 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 0.57 Vert(LL)-0.46 11-12 >933 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.59 11-12 >727 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.17 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.18 11-12 >999 240 BCDL 7.0 Weight: 829 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W6,W7:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=11366/0-5-8, (min. 0-4-1), 9=14546/0-5-8, (min. 0-5-3) Max Horiz 1=155 (LC 31) Max Uplift 1=-2233 (LC 10), 9=-2440 (LC 11) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-25036/4911, 2-3=-24272/4726, 3-17=-20096/3815, 4-17=-19998/3821, 4-5=-16710/3154, 5-6=-16710/3154, 6-18=-21394/3861, 7-18=-21494/3855, 7-8=-26371/4504, 8-9=-30187/5010 BOT CHORD 1-16=-4520/22445, 16-19=-4520/22445, 15-19=-4520/22445, 15-20=-4249/21706, 20-21=-4249/21706, 14-21=-4249/21706, 14-22=-3338/17887, 22-23=-3338/17887, 13-23=-3338/17887, 13-24=-3269/19135, 12-24=-3269/19135, 12-25=-3895/23587, 25-26=-3895/23587, 11-26=-3895/23587, 11-27=-4462/27127, 27-28=-4462/27127, 10-28=-4462/27127, 10-29=-4462/27127, 29-30=-4462/27127, 9-30=-4462/27127 WEBS 2-15=-831/304, 3-15=-1158/5207, 3-14=-5442/1298, 4-14=-1234/5805, 4-13=-5546/1249, 5-13=-2655/14223, 6-13=-7810/1311, 6-12=-1308/8327, 7-12=-6343/966, 7-11=-803/6132, 8-11=-3981/637, 8-10=-333/2911 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 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 2233 lb uplift at joint 1 and 2440 lb uplift at joint 9. 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 HGUS28-2 (36-10d Girder, 6-10d Truss) or equivalent at 8-1-8 from the left end to connect truss(es) C01 (2 ply 2x6 DF) to front face of bottom chord. Job Truss Truss Type Qty Ply B04 1 320-021270T Common Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:24 Page: 1 ID:u?rWrI88JBQKo_zI7QDAdtznszG-9dShGh2TXNNyRqa1C_bLKxWZuiWWvx90LpXfn4znrr5 Continued on page 2 12)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 20-0-12 to connect truss(es) C02 (1 ply 2x4 DF or DF-N), C03 (1 ply 2x4 DF or DF-N), C04 (1 ply 2x4 DF or DF-N), C05 (1 ply 2x4 DF or DF-N), C06 (1 ply 2x4 DF or DF-N), C07 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 13)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 22-1-8 from the left end to connect truss(es) A16 (2 ply 2x8 DF) to front face of bottom chord. 14)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 24-0-12 from the left end to 33-11-4 to connect truss(es) A15 (1 ply 2x4 DF or DF-N), A14 (1 ply 2x4 DF or DF-N), A13 (1 ply 2x4 DF or DF-N), A12 (1 ply 2x4 DF or DF-N), A11 (1 ply 2x4 DF or DF-N), A10 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 15)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: 1-5=-84, 5-9=-84, 1-9=-14 Concentrated Loads (lb) Vert: 13=-1380, 12=-2397, 19=-3455, 20=-1253, 21=-1126, 22=-1014, 23=-1201, 24=-1189, 25=-1895, 26=-1371, 27=-1660, 28=-1953, 29=-1265, 30=-1268 Job Truss Truss Type Qty Ply B04 1 320-021270T Common Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:24 Page: 2 ID:u?rWrI88JBQKo_zI7QDAdtznszG-9dShGh2TXNNyRqa1C_bLKxWZuiWWvx90LpXfn4znrr5 6 12 =3x6 =1.5x4 =7x10 =4x5 =3x4 =4x5 =4x5 =4x5 =1.5x4 HJC26 LUS24 LUS24 LUS24 LUS24 LUS24 1 2 10 13 14 9 15 16 17 8 11 3 5 12 6 74 T1 T2 W 5 B1 B2 W 2 W 3W3 W 4 W4 W1 1-6-0 -1-6-0 3-9-0 15-6-0 3-9-0 11-9-0 3-6-12 8-0-0 4-5-4 4-5-4 4-0-8 19-6-8 5-9-4 13-7-8 5-11-0 19-6-8 7-10-4 7-10-4 5 -0 -15 0-4-3 4 -2 -8 0-1-11 4 -2 -8 4 -2 -8 0 -1 -11 4 -4 -3 Scale = 1:38.9 Plate Offsets (X, Y):[10:0-5-0,0-4-8] 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 0.34 Vert(LL)-0.10 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.13 9-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.55 Horz(CT)0.03 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 9-10 >999 240 BCDL 7.0 Weight: 222 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2492/0-5-8, (min. 0-1-8), 8=3030/ Mechanical, (min. 0-1-8) Max Horiz 2=186 (LC 10) Max Uplift 2=-636 (LC 10), 8=-860 (LC 7) Max Grav 2=2842 (LC 26), 8=3469 (LC 25) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-4969/1184, 3-11=-4819/1198, 3-4=-4621/1188, 4-5=-4070/1065, 5-12=-3862/981, 6-12=-3862/981, 7-8=-261/58 BOT CHORD 2-10=-1167/4281, 10-13=-1054/4140, 13-14=-1054/4140, 9-14=-1054/4140, 9-15=-710/2822, 15-16=-710/2822, 16-17=-710/2822, 8-17=-710/2822 WEBS 4-10=-441/1733, 6-8=-3885/978, 5-10=-294/434, 5-9=-632/166, 6-9=-618/2367, 3-10=-500/206 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 0-7-0 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 860 lb uplift at joint 8 and 636 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 8-0-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HA1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 10-0-12 from the left end to 18-0-12 to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. Job Truss Truss Type Qty Ply C01 1 220-021270T Half Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:24 Page: 1 ID:xC1oKfL3VXDvR4bm0hrS2uzntKE-9dShGh2TXNNyRqa1C_bLKxWcTieAv1c0LpXfn4znrr5 Continued on page 2 16)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, 4-7=-84, 2-8=-14 Concentrated Loads (lb) Vert: 10=-1298, 13=-439, 14=-439, 15=-439, 16=-439, 17=-439 Job Truss Truss Type Qty Ply C01 1 220-021270T Half Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:24 Page: 2 ID:xC1oKfL3VXDvR4bm0hrS2uzntKE-9dShGh2TXNNyRqa1C_bLKxWcTieAv1c0LpXfn4znrr5 6 12 =3x6 =1.5x4 =6x8 =5x8 =3x4 =3x6 =2x4 1 2 8 7 9 3 5 10 64 T1 T2 W 2 B1 B2 W1 W 2 W3 W 4 1-6-0 -1-6-0 4-7-8 14-7-8 4-8-12 10-0-0 5-3-4 5-3-4 4-11-0 19-6-8 9-4-12 19-6-8 10-1-12 10-1-12 6 -0 -15 0-4-3 5 -2 -8 0-1-11 5 -2 -8 5 -2 -8 0 -1 -11 5 -4 -3 Scale = 1:39.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-4-10,Edge], [8:0-3-12,0-3-4] 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 0.49 Vert(LL)-0.15 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.26 2-8 >888 240 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.03 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: 94 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. WEBS 1 Row at midpt 5-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1097/0-5-8, (min. 0-1-11), 7=932/ Mechanical, (min. 0-1-8) Max Horiz 2=228 (LC 12) Max Uplift 2=-214 (LC 12), 7=-205 (LC 9) Max Grav 2=1569 (LC 28), 7=1267 (LC 27) 28 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2102/369, 3-9=-1797/387, 3-4=-1290/265, 4-5=-1002/279, 6-7=-292/66 BOT CHORD 2-8=-491/1720, 7-8=-227/915 WEBS 3-8=-815/240, 5-8=-73/585, 5-7=-1281/327 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. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 7 and 214 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)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 C02 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:25 Page: 1 ID:Pxe0gdn0FHdx8SmVZYzfzGzntJh-dp03U125IgVp3_9Dmi6at83lt6z8eV79aTGCJWznrr4 6 12 =3x6 =1.5x4 =5x8 =7x10 =3x6 =4x5 1 2 7 9 10 6 3 8 54 T1 T2 W 4 B1 B2 W 1 W2 W 3 1-6-0 -1-6-0 5-8-12 12-0-0 6-3-4 6-3-4 7-6-8 19-6-8 9-7-12 19-6-8 9-10-12 9-10-12 7 -0 -15 0-4-3 6 -2 -8 0-1-11 6 -2 -8 6 -2 -8 0 -1 -11 6 -4 -3 Scale = 1:42.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-5-12,0-1-12], [5:Edge,0-3-8], [7:0-4-0,0-3-0] 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 0.89 Vert(LL)-0.19 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.49 Vert(CT)-0.31 6-7 >747 240 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.04 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 2-7 >999 240 BCDL 7.0 Weight: 97 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* T2:2x6 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* W3:2x4 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 3-9-2 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-5-12 oc bracing. WEBS 1 Row at midpt 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1097/0-5-8, (min. 0-1-12), 6=932/ Mechanical, (min. 0-1-8) Max Horiz 2=266 (LC 12) Max Uplift 2=-218 (LC 12), 6=-193 (LC 9) Max Grav 2=1668 (LC 28), 6=1140 (LC 27) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2239/349, 3-8=-1480/243, 4-8=-1268/262, 5-6=-542/118 BOT CHORD 2-7=-490/1819, 7-9=-254/886, 9-10=-254/886, 6-10=-254/886 WEBS 3-7=-879/270, 4-7=-85/767, 4-6=-1122/324 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 6 and 218 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)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 C03 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:25 Page: 1 ID:muRvjKq84pGEEDeSM5ZqgKzntJc-dp03U125IgVp3_9Dmi6at83fe6z8eWC9aTGCJWznrr4 6 12 =3x8 =1.5x4 =5x8 =5x8 =3x6 =3x4 1 6 8 9 5 2 7 43 T1 T2 W 4 B1 B2 W 1 W2 W 3 6-8-12 14-0-0 7-3-4 7-3-4 5-6-8 19-6-8 9-7-12 19-6-8 9-10-12 9-10-12 7 -4 -3 0-4-3 7 -2 -8 0-1-11 7 -2 -8 7 -2 -8 0 -1 -11 7 -4 -3 Scale = 1:43.1 Plate Offsets (X, Y):[1:0-4-12,0-1-8], [3:0-4-0,0-1-15], [6:0-4-0,0-3-4] 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 1.00 Vert(LL)-0.32 5-6 >723 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.43 5-6 >534 240 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.04 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.10 1-6 >999 240 BCDL 7.0 Weight: 92 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* W2,W3:2x4 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, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=939/0-5-8, (min. 0-1-9), 5=939/ Mechanical, (min. 0-1-8) Max Horiz 1=283 (LC 12) Max Uplift 1=-165 (LC 12), 5=-200 (LC 12) Max Grav 1=1465 (LC 27), 5=1028 (LC 27) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2371/324, 2-7=-1718/279, 3-7=-1459/292, 4-5=-392/85 BOT CHORD 1-6=-512/1925, 6-8=-207/714, 8-9=-207/714, 5-9=-207/714 WEBS 2-6=-1026/329, 3-6=-212/1175, 3-5=-1158/339 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)Provide adequate drainage to prevent water ponding. 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 165 lb uplift at joint 1 and 200 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)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 C04 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:25 Page: 1 ID:BlfTwA4hNznOeIAIXIwWUYzntJI-dp03U125IgVp3_9Dmi6at83dv6wUeW39aTGCJWznrr4 6 12 =4x5 =6x8 =5x6 =3x6 =3x6 =5x8 =3x6 =1.5x4 1 8 10 11 7 6 2 3 9 54 T2 T1 T3 W 6 B1 B2 W 4 W 5 W 3W2 W 1 5-1-13 10-10-3 5-1-13 16-0-0 5-8-5 5-8-5 3-6-8 19-6-8 3-8-4 19-6-8 7-7-0 15-10-4 8-3-4 8-3-4 8 -4 -3 0-4-3 8 -2 -8 0-1-11 8 -2 -8 8 -2 -8 0 -1 -11 8 -4 -3 Scale = 1:46.2 Plate Offsets (X, Y):[1:0-1-4,Edge], [2:0-4-0,Edge], [4:0-4-0,0-1-15], [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 0.58 Vert(LL)-0.16 1-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.57 Vert(CT)-0.24 1-8 >963 240 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(CT)0.04 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 1-8 >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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2,W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=947/ Mechanical, (min. 0-1-8), 6=947/ Mechanical, (min. 0-1-8) Max Horiz 1=324 (LC 12) Max Uplift 1=-160 (LC 12), 6=-244 (LC 12) Max Grav 1=1531 (LC 27), 6=1215 (LC 27) 31 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2663/322, 2-3=-2077/275, 3-9=-763/92, 4-9=-546/100 BOT CHORD 1-8=-572/2221, 8-10=-350/1364, 10-11=-350/1364, 7-11=-350/1364, 6-7=-127/499 WEBS 4-7=-183/993, 4-6=-1271/320, 3-7=-1253/326, 3-8=-131/790, 2-8=-765/245 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)Provide adequate drainage to prevent water ponding. 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 244 lb uplift at joint 6 and 160 lb uplift at joint 1. 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 C05 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:25 Page: 1 ID:HLFPgwoCKOQRw03xJ10fBBzntKy-dp03U125IgVp3_9Dmi6at83jU6yveOw9aTGCJWznrr4 6 12 =4x5 =7x10 =5x8 =3x6 =3x6 =5x8 =3x6 =1.5x4 1 8 10 11 7 6 9 2 3 4 5 T2 T1 T3 W 6 B1 B2 W 1 W2 W 4 W 3 W 5 5-9-5 12-1-3 5-9-5 17-10-8 6-3-13 6-3-13 1-8-0 19-6-8 1-9-12 19-6-8 7-10-0 17-8-12 9-10-12 9-10-12 9 -3 -7 0-4-3 9 -1 -12 0-1-11 9 -1 -12 9 -1 -12 0 -1 -11 9 -3 -7 Scale = 1:49 Plate Offsets (X, Y):[1:0-1-0,Edge], [4:0-4-0,0-1-15], [8:0-4-0,0-3-0] 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 0.69 Vert(LL)-0.20 1-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.35 1-8 >655 240 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.05 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 1-8 >999 240 BCDL 7.0 Weight: 117 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,W2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=947/ Mechanical, (min. 0-1-8), 6=947/ Mechanical, (min. 0-1-8) Max Horiz 1=361 (LC 12) Max Uplift 1=-148 (LC 12), 6=-289 (LC 12) Max Grav 1=1450 (LC 27), 6=1394 (LC 27) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2569/260, 2-9=-2432/277, 2-3=-1871/192, 3-4=-504/19 BOT CHORD 1-8=-566/2165, 8-10=-310/1226, 10-11=-310/1226, 7-11=-310/1226, 6-7=-61/252 WEBS 2-8=-884/283, 3-8=-125/800, 4-7=-199/1065, 3-7=-1409/362, 4-6=-1469/353 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)Provide adequate drainage to prevent water ponding. 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 289 lb uplift at joint 6 and 148 lb uplift at joint 1. 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 C06 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:26 Page: 1 ID:lYpntGpq5iYIY9e7tlYujOzntKx-50ZRhN3k3_dfh8kPKPdpPMbtWWGfNz_Jo70msyznrr3 6 12 =4x5 =5x8 =5x8 =3x4 =5x8 =5x6 =4x5 =1.5x4 1 8 7 6 2 3 9 54 T2 T1 T3 W 6 B1 B2 W 4 W5 W1 W 2 W 3 4-2-15 9-10-12 5-7-13 5-7-13 5-11-12 15-10-8 3-8-0 19-6-8 3-9-12 19-6-8 5-10-0 15-8-12 9-10-12 9-10-12 8 -3 -7 0-4-3 8 -1 -12 0-1-11 8 -1 -12 8 -1 -12 0 -1 -11 8 -3 -7 Scale = 1:46 Plate Offsets (X, Y):[1:0-1-0,Edge], [2:0-4-0,0-3-4], [8:0-4-0,0-3-0] 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 0.74 Vert(LL)-0.20 1-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.60 Vert(CT)-0.35 1-8 >655 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.04 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: 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1,W2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 1 Row at midpt 5-6, 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=947/ Mechanical, (min. 0-1-8), 6=947/ Mechanical, (min. 0-1-8) Max Horiz 1=322 (LC 12) Max Uplift 1=-161 (LC 12), 6=-241 (LC 12) Max Grav 1=1528 (LC 27), 6=1203 (LC 27) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2613/326, 2-3=-1871/229, 3-9=-806/90, 4-9=-543/100, 4-5=-539/142, 5-6=-1172/345 BOT CHORD 1-8=-570/2176, 7-8=-380/1554 WEBS 5-7=-331/1271, 2-8=-745/227, 3-8=-60/570, 3-7=-1340/317 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 241 lb uplift at joint 6 and 161 lb uplift at joint 1. 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 C07 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:26 Page: 1 ID:lYpntGpq5iYIY9e7tlYujOzntKx-50ZRhN3k3_dfh8kPKPdpPMbsjWGfN_4Jo70msyznrr3 6 12 =4x12 =4x12 =6x8 =5x8 =10x16 =1.5x4 HJC26 HUS28 HUS28 HUS28 1 8 7 9 6 5 2 3 4 T1 T2 W 5 B1 W 1 W2 W 3 W 4 3-0-0 6-10-8 1-1-8 8-0-0 3-10-8 3-10-8 0-11-12 8-0-0 3-1-12 7-0-4 3-10-8 3-10-8 3 -9 -7 0-4-3 3 -9 -7 3 -9 -7 Scale = 1:32.6 Plate Offsets (X, Y):[1:0-3-5,0-2-1], [3:0-5-8,0-2-4], [5:0-8-0,0-4-0], [7:0-6-4,0-2-0] 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 0.56 Vert(LL)-0.08 7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.75 Vert(CT)-0.10 7 >953 240 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.02 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.02 7 >999 240 BCDL 7.0 Weight: 53 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=2718/0-5-8, (min. 0-3-2), 5=3298/ Mechanical, (min. 0-1-8) Max Horiz 1=136 (LC 10) Max Uplift 1=-340 (LC 10), 5=-589 (LC 10) Max Grav 1=2955 (LC 25), 5=3438 (LC 25) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4479/504, 2-3=-908/103 BOT CHORD 1-8=-549/3936, 7-8=-549/3936, 7-9=-549/3936, 6-9=-549/3936, 5-6=-132/835 WEBS 2-7=-307/2950, 2-6=-3733/505, 3-6=-451/3009, 3-5=-2967/468 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 1 and 589 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)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 6-10-8 from the left end to connect truss(es) HA2 (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 6-0-12 to connect truss(es) C05 (1 ply 2x4 DF or DF-N), C06 (1 ply 2x4 DF or DF-N), C07 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)WARNING: The following hangers are manually applied but fail due to geometric considerations: HJC26 on front face at 6-10-8 from the left end. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-4=-84, 1-5=-14 Concentrated Loads (lb) Job Truss Truss Type Qty Ply CG1 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:26 Page: 1 ID:?HsBmLwT_Th07Yqsv7C?bIzntKo-50ZRhN3k3_dfh8kPKPdpPMbvXWEJNurJo70msyznrr3 Continued on page 2 Vert: 7=-1436, 6=-802, 8=-1517, 9=-1514 Job Truss Truss Type Qty Ply CG1 1 120-021270T Half Hip Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:26 Page: 2 ID:?HsBmLwT_Th07Yqsv7C?bIzntKo-50ZRhN3k3_dfh8kPKPdpPMbvXWEJNurJo70msyznrr3 6 12 =3x6 =3x6 =5x6 =3x4 =4x8 =3x4 =3x6 =3x6 151 2 24 23 22 21 20 19 18 17 16 142527 1332628 124 115 29 6 10 7 9 8 T1 T2 B1 B2 W 2 W1 W2 W 1 S T 6 S T 5 S T 3 S T 4 S T 2 S T 1 S T 5 S T 3 S T 4 S T 2 S T 1 1-6-0 -1-6-0 1-6-3 23-0-3 5-1-4 15-10-4 5-1-4 10-9-0 5-7-12 5-7-12 5-7-12 21-6-0 2-2-8 11-10-4 9-7-12 9-7-12 9-7-12 21-6-0 6 -5 -8 0-4-3 5 -8 -11 Scale = 1:43 Plate Offsets (X, Y):[22:0-3-0,0-3-0], [27:0-0-0,Edge], [28:0-0-0,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 0.32 Vert(LL)-0.03 16 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.05 16 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.00 14 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 16 >999 240 BCDL 7.0 Weight: 128 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 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-0-0. except 14=0-3-8 (lb) -Max Horiz 2=-107 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 20, 21, 22, 23, 24 except 14=-156 (LC 13), 19=-159 (LC 13) Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 23, 24 except 2=354 (LC 18), 14=576 (LC 20), 19=827 (LC 20), 22=413 (LC 19) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-284/151, 12-13=-434/161, 13-14=-489/115 BOT CHORD 18-19=-15/366, 17-18=-15/366, 16-17=-15/366, 14-16=-15/366 WEBS 19-27=-718/234, 27-28=-567/187, 11-28=-613/202, 6-26=-279/92, 22-26=-378/124, 9-27=-262/81 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)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. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 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) 2, 21, 20, 22, 23, 24 except (jt=lb) 19=158, 14=155. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D01 1 120-021270T Common Structural Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:26 Page: 1 ID:B6K9P49uYHc_W4hE3cZ6eHznsmL-50ZRhN3k3_dfh8kPKPdpPMbzIWMmNudJo70msyznrr3 6 12 =4x8 =12x12 =6x8 =5x8 =5x8 =5x8 =6x8 =5x6 =4x8 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HGUS28 HGUS28 HGUS28 HGUS28 1 12 13 9 14 8 15 7 16 6 17 18 19 5 2 41011 3 T1 T1 B1 B2 W 1 W 2 W3 W 3 W2 W 1 0-1-15 10-9-0 4-9-5 10-7-1 4-11-4 15-8-4 5-9-12 5-9-12 5-9-12 21-6-0 2-0-8 11-9-4 3-11-0 9-8-12 3-11-0 15-8-4 5-9-12 5-9-12 5-9-12 21-6-0 5 -8 -11 0-4-3 5 -8 -11 Scale = 1:39.1 Plate Offsets (X, Y):[1:0-4-0,0-1-15], [5:0-4-0,0-1-15] 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)-0.14 1-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.17 1-9 >809 240 TCDL 7.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.02 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 1-9 >999 240 BCDL 7.0 Weight: 250 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)1=5078/0-5-8, (min. 0-2-12), 5=-233/0-3-8, (min. 0-1-8), 7=7862/0-5-8, (min. 0-4-3) Max Horiz 1=-93 (LC 39) Max Uplift 1=-752 (LC 10), 5=-440 (LC 16), 7=-1437 (LC 10) Max Grav 1=5143 (LC 16), 5=255 (LC 20), 7=7862 (LC 1) 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6568/1022, 2-10=-566/118, 3-10=-549/181, 3-11=-300/2100, 4-11=-302/1915, 4-5=-333/1697 BOT CHORD 1-12=-945/5832, 12-13=-945/5832, 9-13=-945/5832, 9-14=-945/5832, 8-14=-945/5832, 8-15=-640/234, 7-15=-640/234, 7-16=-1479/244, 6-16=-1479/244, 6-17=-1479/244, 17-18=-1479/244, 18-19=-1479/244, 5-19=-1479/244 WEBS 2-9=-868/6045, 2-8=-6727/1128, 3-8=-875/4775, 3-7=-5834/1055, 4-7=-734/309, 4-6=-308/148 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: 2x8 - 3 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 752 lb uplift at joint 1, 440 lb uplift at joint 5 and 1437 lb uplift at joint 7. 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 HUS28 (22-16d Girder, 4-16d 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) A04 (1 ply 2x4 DF or DF-N), A05 (1 ply 2x4 DF or DF-N), A06 (1 ply 2x4 DF or DF-N), A07 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 11)Use Simpson Strong-Tie HGUS28 (36-10d Girder, 6-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 14-0-12 from the left end to 20-0-12 to connect truss(es) A07 (1 ply 2x4 DF or DF-N) to back 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 D02 1 220-021270T Common Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:27 Page: 1 ID:f6TpKsnVJFAcl3fE6XUIlFznslX-ZC7pvj4MqIlWIHJcu782yZ850wYN6K?S1nlJOOznrr2 Continued on page 2 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 9=-1636, 7=-153, 12=-2370, 13=-2597, 14=-1636, 15=-1636, 16=-153, 17=-153, 18=-153, 19=-153 Job Truss Truss Type Qty Ply D02 1 220-021270T Common Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:27 Page: 2 ID:f6TpKsnVJFAcl3fE6XUIlFznslX-ZC7pvj4MqIlWIHJcu782yZ850wYN6K?S1nlJOOznrr2 6 12 =3x4 =3x4 =4x5 =3x4 131 2 23 22 21 20 19 18 17 16 15 14 12 3 11 4 10 24 25 5 9 6 8 7 T1 T1 B1 B2 S T 5 S T 4 S T 3 S T 2 S T 1 S T 4 S T 3 S T 2 S T 1 1-6-0 -1-6-0 1-6-0 24-6-0 11-6-0 11-6-0 11-6-0 23-0-0 23-0-0 6 -9 -15 0-4-3 6 -1 -3 Scale = 1:45.2 Plate Offsets (X, Y):[2:0-2-10,0-1-8], [12:0-2-10,0-1-8] 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 0.26 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.12 Horz(CT)0.00 12 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 111 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 23-0-0. (lb) -Max Horiz 2=-115 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 21, 22, 23 Max Grav All reactions 250 (lb) or less at joint(s) 15, 18, 22 except 2=354 (LC 18), 12=354 (LC 18), 14=289 (LC 1), 16=282 (LC 20), 17=297 (LC 20), 19=297 (LC 19), 21=282 (LC 19), 23=289 (LC 1) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-19=-269/94, 5-21=-251/100, 8-17=-269/94, 9-16=-251/100 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)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. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 21, 22, 23, 17, 16, 15, 14, 12. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E01 1 120-021270T Common Supported Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:27 Page: 1 ID:ijTx_1Mwx0vBfOE2024iAtznt?Z-ZC7pvj4MqIlWIHJcu782yZ88wwjs6V8S1nlJOOznrr2 6 12 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 71 2 9 12 13 8 6 3 51011 4 T1 T1 B1 B2 W 2 W1 W2 W 1 1-6-0 -1-6-0 1-6-0 24-6-0 5-5-12 11-6-0 5-5-12 16-11-12 6-0-4 6-0-4 6-0-4 23-0-0 7-0-0 15-0-0 8-0-0 23-0-0 8-0-0 8-0-0 6 -9 -15 0-4-3 6 -1 -3 Scale = 1:45 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [6:0-2-12,0-1-8], [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 0.47 Vert(LL)-0.12 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.16 2-9 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.05 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 2-9 >999 240 BCDL 7.0 Weight: 98 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-4-12 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=1255/0-5-8, (min. 0-1-8), 6=1255/0-5-8, (min. 0-1-8) Max Horiz 2=-115 (LC 13) Max Uplift 2=-257 (LC 12), 6=-257 (LC 13) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1923/530, 3-10=-1628/499, 4-10=-1615/520, 4-11=-1615/520, 5-11=-1628/499, 5-6=-1923/530 BOT CHORD 2-9=-337/1618, 9-12=-118/1068, 12-13=-118/1068, 8-13=-118/1068, 6-8=-337/1618 WEBS 4-8=-158/655, 5-8=-549/242, 4-9=-158/655, 3-9=-549/242 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 257 lb uplift at joint 2 and 257 lb uplift at joint 6. 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 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:27 Page: 1 ID:wNPecsewquTZ4KDi39XsHRznt0U-ZC7pvj4MqIlWIHJcu782yZ85iwgy6SRS1nlJOOznrr2 6 12 =3x6 =5x6 =3x6 =4x5 =3x8 =3x6 =3x6 1 11 2 18 17 16 15 14 13 12 10 2119 932220 84 5 7 6 T1 T1 B1 B2 W 2 W1W1 S T 3 S T 4 S T 2 S T 1 S T 3 S T 4 S T 2 S T 1 1-6-0 19-6-0 1-6-0 -1-6-0 4-2-12 9-0-0 4-2-12 13-2-12 4-9-4 4-9-4 4-9-4 18-0-0 0-0-1 18-0-0 0-0-1 0-0-1 8-11-15 9-0-0 8-11-15 17-11-15 5 -6 -15 0-4-3 4 -10 -3 Scale = 1:37.9 Plate Offsets (X, Y):[18:0-3-0,0-3-0] 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 0.31 Vert(LL)-0.06 16-17 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.08 16-17 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.03 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 16 >999 240 BCDL 7.0 Weight: 92 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-5-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 19, 21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1012/0-3-6, (min. 0-1-8), 10=1012/0-3-6, (min. 0-1-8) Max Horiz 2=93 (LC 12) Max Uplift 2=-210 (LC 12), 10=-210 (LC 13) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1466/363, 3-4=-1368/396, 4-5=-1016/303, 5-6=-961/345, 6-7=-961/345, 7-8=-1016/303, 8-9=-1368/396, 9-10=-1466/363 BOT CHORD 2-18=-231/1224, 17-18=-231/1224, 16-17=-231/1224, 15-16=-231/1224, 14-15=-217/1224, 13-14=-217/1224, 12-13=-217/1224, 10-12=-217/1224 WEBS 6-15=-207/592, 15-21=-539/170, 21-22=-523/165, 8-22=-463/155, 4-20=-463/154, 19-20=-523/164, 15-19=-539/169 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)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. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 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 210 lb uplift at joint 2 and 210 lb uplift at joint 10. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01 1 120-021270T Common Supported Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:27 Page: 1 ID:T4XFNC4x18LpETENzxeX3Kznt_e-ZC7pvj4MqIlWIHJcu782yZ88Bwhl6S6S1nlJOOznrr2 6 12 =3x6 =1.5x4 =4x5 =5x8 =1.5x4 =3x6 1 7 2 8 6 53 4 T1 T1 B1 B1 W 2 W1W1 1-6-0 19-6-0 1-6-0 -1-6-0 4-2-12 9-0-0 4-2-12 13-2-12 4-9-4 4-9-4 4-9-4 18-0-0 9-0-0 18-0-0 9-0-0 9-0-0 5 -6 -15 0-4-3 4 -10 -3 Scale = 1:37.6 Plate Offsets (X, Y):[2:0-2-12,0-1-8], [6:0-2-12,0-1-8], [8:0-4-0,0-3-0] 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 0.32 Vert(LL)-0.10 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.18 2-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.03 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 8 >999 240 BCDL 7.0 Weight: 75 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1011/0-3-8, (min. 0-1-8), 6=1011/0-3-8, (min. 0-1-8) Max Horiz 2=93 (LC 12) Max Uplift 2=-210 (LC 12), 6=-210 (LC 13) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1460/413, 3-4=-1049/307, 4-5=-1049/307, 5-6=-1460/413 BOT CHORD 2-8=-253/1227, 6-8=-245/1227 WEBS 4-8=-114/523, 5-8=-520/213, 3-8=-520/213 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 210 lb uplift at joint 2 and 210 lb uplift at joint 6. 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 5 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:28 Page: 1 ID:PB7aD4uXZXSxx9bVbHt0y9znt_t-1OhC635_bbtNwRuoRqfHVnhJnK?QrwbcGRVtwrznrr1 6 12 =3x4 =1.5x4 =4x5 =5x8 =1.5x4 =3x4 1 6 5 42 87 3 T1 T1 B1 B1 W 2 W1W1 4-2-12 9-0-0 4-2-12 13-2-12 4-9-4 4-9-4 4-9-4 18-0-0 9-0-0 9-0-0 9-0-0 18-0-0 4 -10 -3 0-4-3 4 -10 -3 Scale = 1:35.4 Plate Offsets (X, Y):[1:0-2-10,0-1-8], [5:0-2-10,0-1-8], [6:0-4-0,0-3-0] 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 0.27 Vert(LL)-0.10 1-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.40 Vert(CT)-0.18 1-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.25 Horz(CT)0.03 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 1-6 >999 240 BCDL 7.0 Weight: 71 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-7 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=868/0-3-8, (min. 0-1-8), 5=868/0-3-8, (min. 0-1-8) Max Horiz 1=-80 (LC 13) Max Uplift 1=-163 (LC 12), 5=-163 (LC 13) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1493/461, 2-7=-1087/327, 3-7=-994/342, 3-8=-994/342, 4-8=-1087/327, 4-5=-1493/461 BOT CHORD 1-6=-349/1275, 5-6=-349/1275 WEBS 3-6=-153/565, 4-6=-520/238, 2-6=-520/238 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 1 and 163 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F03 1 120-021270T Common Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:28 Page: 1 ID:Ec0G2xAy9cLhChrwRdnPO0znt_W-1OhC635_bbtNwRuoRqfHVnhJYK?FrwHcGRVtwrznrr1 6 12 =3x6 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x6 71 2 10 9 8 6 11 12 53 4 T1 T2 B1 W 1 S T 1 S T 1 1-6-0 -1-6-0 1-6-3 11-3-11 4-10-12 4-10-12 4-10-12 9-9-8 4-10-12 4-10-12 4-10-12 9-9-8 3 -6 -6 0-4-3 2 -9 -9 Scale = 1:31.3 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 0.32 Vert(LL)-0.03 10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.23 Vert(CT)-0.04 2-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.09 Horz(CT)0.01 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 10 >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 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 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=609/0-3-8, (min. 0-1-8), 6=611/0-3-8, (min. 0-1-8) Max Horiz 2=-57 (LC 13) Max Uplift 2=-136 (LC 12), 6=-137 (LC 13) 44 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-596/146, 3-11=-523/154, 3-4=-526/205, 4-5=-526/205, 5-12=-523/154, 6-12=-596/146 BOT CHORD 2-10=-41/460, 9-10=-41/460, 8-9=-41/460, 6-8=-41/460 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)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. 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 136 lb uplift at joint 2 and 137 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply G01 1 120-021270T Common Supported Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:28 Page: 1 ID:xqDuONdvg3C5sTvz24H0PCznsn0-1OhC635_bbtNwRuoRqfHVnhJnK2vryncGRVtwrznrr1 4.24 12 =3x6 =1.5x4 =3x4 =3x4 =3x4 =3x6 =3x4 Special Special Special SUL24 SUL24 SUL24 Special Special Special SUR24 SUR24 SUR24 1 2 15 10 16 9 17 8 7 11 3 12 13 4 14 5 6 T1 W 5 B1 W 1 W2 W 3 W 4 2-1-7 -2-1-7 3-4-15 7-6-9 4-1-9 4-1-9 3-8-7 11-3-0 0-2-8 11-3-0 3-4-15 7-6-9 3-5-15 11-0-8 4-1-9 4-1-9 5 -0 -7 0-4-3 4 -3 -14 Scale = 1:36.2 Plate Offsets (X, Y):[2:0-3-1,0-1-8] 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 0.79 Vert(LL)0.04 2-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.05 9-10 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.37 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 9-10 >999 240 BCDL 7.0 Weight: 55 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-14 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)2=880/0-7-6, (min. 0-1-8), 8=818/ Mechanical, (min. 0-1-8) Max Horiz 2=203 (LC 6) Max Uplift 2=-271 (LC 6), 8=-255 (LC 10) Max Grav 2=888 (LC 17), 8=878 (LC 17) 45 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-1237/226, 3-11=-1163/236, 3-12=-893/202, 12-13=-849/204, 4-13=-780/180 BOT CHORD 2-15=-343/1084, 10-15=-343/1084, 10-16=-343/1084, 9-16=-343/1084, 9-17=-249/801, 8-17=-249/801 WEBS 3-9=-310/127, 4-9=0/307, 4-8=-988/308 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 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 8 and 271 lb uplift at joint 2. 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 SUL24 (4-10dx1 1/2 Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-8-7 from the left end to connect truss(es) J1C (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11)Use Simpson Strong-Tie SUL24 (4-10dx1 1/2 Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-6-6 from the left end to connect truss(es) J1B (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12)Use Simpson Strong-Tie SUL24 (4-10dx1 1/2 Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 8-4-5 from the left end to connect truss(es) J1A (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 13)Use Simpson Strong-Tie SUR24 (4-10dx1 1/2 Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-9-15 oc max. starting at 2-8-7 from the left end to 8-4-5 to connect truss(es) J1C (1 ply 2x4 DF or DF-N), J1B (1 ply 2x4 DF or DF-N), J1A (1 ply 2x4 DF or DF-N) to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 15 lb up at 2-8-7, 79 lb down and 15 lb up at 2-8-7, 97 lb down and 61 lb up at 5-6-6, 97 lb down and 61 lb up at 5-6-6, and 225 lb down and 117 lb up at 8-4-5, and 225 lb down and 117 lb up at 8-4-5 on top chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply HA1 3 120-021270T Diagonal Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:28 Page: 1 ID:ITRsyun9hDeyYHCXEz3sLvzntz_-1OhC635_bbtNwRuoRqfHVnhBQK0truPcGRVtwrznrr1 Continued on page 2 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-6=-84, 2-7=-14 Concentrated Loads (lb) Vert: 13=-56, 14=-311, 16=-11, 17=-39 Job Truss Truss Type Qty Ply HA1 3 120-021270T Diagonal Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:28 Page: 2 ID:ITRsyun9hDeyYHCXEz3sLvzntz_-1OhC635_bbtNwRuoRqfHVnhBQK0truPcGRVtwrznrr1 4.24 12 =3x6 =1.5x4 =3x4 =3x6 =3x6 NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED 1 2 11 6 12 13 5 7 8 3 9 10 4 T1 W 3 B1 W 1 W2 2-1-7 -2-1-7 4-7-0 9-7-3 5-0-2 5-0-2 4-7-0 9-7-3 5-0-2 5-0-2 4 -5 -7 0-4-3 3 -8 -14 Scale = 1:34.2 Plate Offsets (X, Y):[2:0-3-1,0-1-8] 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 0.79 Vert(LL)0.05 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)0.05 2-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.38 Horz(CT)0.01 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)-0.02 2-6 >999 240 BCDL 7.0 Weight: 42 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 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=759/0-7-6, (min. 0-1-8), 5=796/ Mechanical, (min. 0-1-8) Max Horiz 2=177 (LC 6) Max Uplift 2=-244 (LC 6), 5=-258 (LC 10) Max Grav 2=782 (LC 17), 5=819 (LC 17) 47 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-992/166, 7-8=-919/175, 3-8=-854/179, 4-5=-417/188 BOT CHORD 2-11=-263/862, 6-11=-263/862, 6-12=-263/862, 12-13=-263/862, 5-13=-263/862 WEBS 3-5=-881/267 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; 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 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 5 and 244 lb uplift at joint 2. 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)WARNING: The following hangers are manually applied but fail due to geometric considerations: NAILED on front face at 2-8-7 from the left end, NAILED on front face at 2-8-7 from the left end, NAILED on front face at 5-6-6 from the left end, NAILED on front face at 5-6-6 from the left end, NAILED on front face at 8-4-5 from the left end, NAILED on back face at 2-8-7 from the left end, NAILED on back face at 2-8-7 from the left end, NAILED on back face at 5-6-6 from the left end, NAILED on back face at 5-6-6 from the left end, NAILED on back face at 8-4-5 from the left end. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 232 lb down and 126 lb up at 8-4-5, and 231 lb down and 117 lb up at 8-4-5 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 2-5=-14 Concentrated Loads (lb) Vert: 9=-56, 10=-340, 12=-11, 13=-44 Job Truss Truss Type Qty Ply HA2 1 120-021270T Diagonal Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:moIfnEzdujZDv3xoIskEhAzntsI-WbFaJP5cMv?EYbS_?YAW1_DMAjM6aLWlV5EQTHznrr0 Job Truss Truss Type Qty Ply HA2 1 120-021270T Diagonal Hip Girder Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 2 ID:moIfnEzdujZDv3xoIskEhAzntsI-WbFaJP5cMv?EYbS_?YAW1_DMAjM6aLWlV5EQTHznrr0 13.42 12 =3x4 =5x6 =4x5 =3x4 1 16 15 14 13 12 11 10 9 82 73 64 5 T1 T 1 B1 B2 S T 4 S T 3 S T 2 S T 1 S T 3 S T 2 S T 1 0-3-1 17-9-14 8-7-14 17-6-13 8-10-15 8-10-15 17-9-14 9 -11 -13 0-0-4 9 -8 -2 Scale = 1:37.4 Plate Offsets (X, Y):[16:0-3-0,0-3-0] 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 0.07 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horiz(TL)0.01 9 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 112 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* ST4,ST3:2x4 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 17-9-14. (lb) -Max Horiz 1=-259 (LC 6) Max Uplift All uplift 100 (lb) or less at joint(s) 9, 13 except 1=-102 (LC 8), 10=-205 (LC 11), 11=-136 (LC 11), 12=-153 (LC 11), 14=-156 (LC 10), 15=-135 (LC 10), 16=-198 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 11, 12, 13, 14, 15 except 10=293 (LC 18), 16=286 (LC 17) 49 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-313/210, 8-9=-285/196 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)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 9, 13 except (jt=lb) 1=102, 14=155, 15=135, 16=198, 12=153, 11=136, 10=204. 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 HF-A1 1 120-021270T Lay-In Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:cpEdLQGsu?XflkXh7?2eeKzntit-WbFaJP5cMv?EYbS_?YAW1_DXQjQeaO5lV5EQTHznrr0 13.42 12 13.42 12 =3x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =6x8 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =3x4 1 12 11 10 9 2 8 3 7 64 5 T1 T 2 B1 B2 S T 4 S T 3 S T 2 S T 1 S T 5 3-5-2 12-4-1 8-10-15 8-10-15 6-10-1 6-10-1 5-6-0 12-4-1 9 -11 -13 0-0-4 6 -1 -13 Scale = 1:37.3 Plate Offsets (X, Y):[7:Edge,0-1-8] 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 0.08 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 0.14 Horiz(TL)0.00 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH 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 OTHERS 2x4 DF Stud/Std *Except* ST3:2x4 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 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-4-1. (lb) -Max Horiz 1=309 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7 except 8=-141 (LC 11), 10=-143 (LC 10), 11=-134 (LC 10), 12=-205 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 7, 8, 9, 10, 11 except 12=293 (LC 17) 50 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-362/273 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)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 7 except (jt=lb) 10=142, 11=133, 12=205, 8=141. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7, 9, 8. 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 HF-A2 1 120-021270T Lay-In Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:RzcucTLdTrIpTf_rUF92tbzntin-WbFaJP5cMv?EYbS_?YAW1_DXHjRyaOFlV5EQTHznrr0 13.42 12 =3x4 =3x4 14 13 12 11 10 9 1 2 3 4 5 6 7 8 T1 T2 W 1 B1 S T 5 S T 4 S T 3 S T 2 S T 1 1-6-5 11-5-5 9-11-0 9-11-0 11-5-5 11 -1 -4 0-0-4 11 -1 -4 Scale = 1:40.6 Plate Offsets (X, Y):[7:0-1-6,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 0.09 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 0.16 Horiz(TL)n/a -n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 89 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 OTHERS 2x4 DF Stud/Std *Except* ST5,ST4:2x4 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 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 6-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-5-5. (lb) -Max Horiz 1=441 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 9 except 1=-169 (LC 8), 10=-111 (LC 10), 11=-159 (LC 10), 12=-148 (LC 10), 13=-155 (LC 10), 14=-132 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12, 13, 14 except 1=468 (LC 10) 51 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-686/547, 2-3=-568/454, 3-4=-415/332, 4-5=-269/218 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)Provide adequate drainage to prevent water ponding. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 9 except (jt=lb) 1=168, 10=110, 11=159, 12=147, 13=154, 14=132. 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 HF-C1 1 120-021270T Lay-In Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:JkrPRrO7X3oFxGIcj5E_2Rzntij-WbFaJP5cMv?EYbS_?YAW1_DX6jRRaOylV5EQTHznrr0 13.42 12 =2x4 =1.5x4 =1.5x4 =1.5x4 =1.5x4 =3x4 =1.5x4 =1.5x4 8 7 6 1 2 3 4 5 T1 T2 W 1 B1 S T 2 S T 1 1-6-5 5-8-5 4-2-0 4-2-0 5-8-5 4 -8 -2 0-0-4 4 -8 -2 Scale = 1:20.8 Plate Offsets (X, Y):[4:0-1-6,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 0.06 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 0.08 Horiz(TL)n/a -n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 30 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 5-8-5. (lb) -Max Horiz 1=179 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 6 except 7=-114 (LC 10), 8=-150 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 6, 7, 8 52 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-295/230 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)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 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 100 lb uplift at joint(s) 1, 6 except (jt=lb) 7=113, 8=149. 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. 9)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 HF-C2 1 120-021270T Lay-In Gable Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:kJXX4tQ0q_Apoj0BODnhf4zntig-WbFaJP5cMv?EYbS_?YAW1_DYbjRRaPClV5EQTHznrr0 6 12 =3x4 =1.5x4 =3x4 =1.5x4 1 2 5 6 3 4 T1 W 2 B1 W1 1-6-0 -1-6-0 3-7-13 8-0-0 4-4-3 4-4-3 8-0-0 5 -0 -15 0-4-3 4 -4 -3 Scale = 1:35.4 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 0.35 Vert(LL)-0.18 2-5 >517 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.30 2-5 >303 240 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P 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 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=542/0-5-8, (min. 0-1-8), 5=356/ Mechanical, (min. 0-1-8) Max Horiz 2=188 (LC 12) Max Uplift 2=-104 (LC 12), 5=-127 (LC 12) Max Grav 2=578 (LC 19), 5=453 (LC 19) 53 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-515/72, 3-6=-373/86 BOT CHORD 2-5=-226/384 WEBS 3-5=-445/262 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 5 and 104 lb uplift at joint 2. 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 J1 16 120-021270T Jack-Closed Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:29 Page: 1 ID:TEzuQauk6UJSgvYJuQkWLJznu_8-WbFaJP5cMv?EYbS_?YAW1_DT3jLLaO5lV5EQTHznrr0 6 12 =2x4 1 2 4 5 3 T1 B1 1-6-0 -1-6-0 5-10-15 5-10-15 5-10-15 4 -0 -6 0-4-3 3 -3 -10 Scale = 1:32.2 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)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.09 2-4 >758 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 19 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 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=450/0-5-8, (min. 0-1-8), 3=212/ Mechanical, (min. 0-1-8), 4=39/ Mechanical, (min. 0-1-8) Max Horiz 2=147 (LC 12) Max Uplift 2=-93 (LC 12), 3=-114 (LC 12) Max Grav 2=477 (LC 19), 3=274 (LC 19), 4=96 (LC 5) 54 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3 and 93 lb uplift at joint 2. 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 J1A 7 120-021270T Jack-Open Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:30 Page: 1 ID:3wpAMN3Wpn4TM3d?jM_owGzntzw-_npyXl6E7D759l1BZFhlaCmbW7kiJthujl_z?jznrr? 6 12 =2x4 1 2 4 5 3 T1 B1 1-6-0 -1-6-0 3-10-15 3-10-15 3-10-15 3 -0 -6 0-4-3 2 -3 -10 Scale = 1:29.1 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 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 14 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 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=365/0-5-8, (min. 0-1-8), 3=115/ Mechanical, (min. 0-1-8), 4=25/ Mechanical, (min. 0-1-8) Max Horiz 2=106 (LC 12) Max Uplift 2=-84 (LC 12), 3=-66 (LC 12) Max Grav 2=396 (LC 18), 3=146 (LC 19), 4=62 (LC 5) 55 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint 3 and 84 lb uplift at joint 2. 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 J1B 8 120-021270T Jack-Open Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:30 Page: 1 ID:t4ARdQ8HPdqc4_493d5C9Xzntzq-_npyXl6E7D759l1BZFhlaCmep7mkJthujl_z?jznrr? 6 12 =2x4 1 2 4 5 3 T1 B1 1-6-0 -1-6-0 1-10-15 1-10-15 1-10-15 2 -0 -6 0-4-3 1 -3 -10 Scale = 1:26 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 0.28 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 8 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 BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-15 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=285/0-5-8, (min. 0-1-8), 3=19/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=66 (LC 12) Max Uplift 2=-78 (LC 12), 3=-95 (LC 18) Max Grav 2=382 (LC 18), 3=28 (LC 19), 4=32 (LC 5) 56 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)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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 78 lb uplift at joint 2. 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 J1C 8 120-021270T Jack-Open Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:30 Page: 1 ID:mrQyToBnTsL2ZbOwIT98KNzntzm-_npyXl6E7D759l1BZFhlaCmfu7ngJthujl_z?jznrr? 6 12 =2x4 1 3 4 2 T1 B1 5-10-15 5-10-15 3 -3 -10 0-4-3 3 -3 -10 Scale = 1:29.9 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 0.60 Vert(LL)-0.05 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.21 Vert(CT)-0.09 1-3 >758 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 2 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 17 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 BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-15 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=275/0-5-8, (min. 0-1-8), 2=236/ Mechanical, (min. 0-1-8), 3=39/ Mechanical, (min. 0-1-8) Max Horiz 1=121 (LC 12) Max Uplift 1=-36 (LC 12), 2=-123 (LC 12) Max Grav 1=287 (LC 18), 2=276 (LC 18), 3=96 (LC 5) 57 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)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)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 123 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 J1D 1 120-021270T Jack-Open Job Reference (optional) Run: 8.31 S Oct 29 2019 Print: 8.310 S Oct 29 2019 MiTek Industries, Inc. Thu Feb 06 12:04:30 Page: 1 ID:qkqdcwMBwTEwsv1pg6wfQXzntzX-_npyXl6E7D759l1BZFhlaCmau7kiJthujl_z?jznrr?