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HomeMy WebLinkAboutTRUSS SPECS - 22-00248 - 1278 Stone Dr - New SFR=2x4 =8x12 =3x6 =3x4 =3x4 =3x4 =5x8 =7x8 =3x4 =3x4 =3x4 =3x6 =8x12 =2x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 14 29 30 13 31 32 12 33 34 11 35 36 3710 38 39 9 40 41 42 8 1 15 16 2 17 18 3 19 20 4 21 22 235 24 25 6 26 27 28 7 W1 T1 T1 W1 B1 B1 W1 W2 W1 W1 W1 W2 W1W2W2 W2W2 5-0-7 15-3-0 5-0-7 20-3-7 5-0-7 25-3-13 5-0-7 10-2-9 5-2-3 5-2-3 5-2-3 30-6-0 5-0-7 25-3-13 5-0-7 20-3-7 5-0-7 15-3-0 5-0-7 10-2-9 5-2-3 5-2-3 5-2-3 30-6-03-4-103-4-10Scale = 1:51 Plate Offsets (X, Y):[4:0-4-0,0-3-0], [11:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL)-0.23 11 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.32 11 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.68 Horz(CT)0.08 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.17 11 >999 240 Weight: 351 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 2-0-0 oc purlins (5-6-1 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)8=2812/ Mechanical, (min. 0-1-8), 14=2667/ Mechanical, (min. 0-1-8) Max Horiz 14=115 (LC 7) Max Uplift 8=-966 (LC 5), 14=-906 (LC 4) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-290/138, 2-17=-3908/1351, 17-18=-3908/1351, 3-18=-3908/1351, 3-19=-6172/2115, 19-20=-6172/2115, 4-20=-6172/2115, 4-21=-6176/2116, 21-22=-6176/2116, 22-23=-6176/2116, 5-23=-6176/2116, 5-24=-3921/1357, 24-25=-3921/1357, 6-25=-3921/1357, 7-8=-407/208 BOT CHORD 14-29=-1402/3908, 29-30=-1402/3908, 13-30=-1402/3908, 13-31=-2165/6172, 31-32=-2165/6172, 12-32=-2165/6172, 12-33=-2425/6961, 33-34=-2425/6961, 11-34=-2425/6961, 11-35=-2425/6961, 35-36=-2425/6961, 36-37=-2425/6961, 10-37=-2425/6961, 10-38=-2147/6176, 38-39=-2147/6176, 9-39=-2147/6176, 9-40=-1368/3921, 40-41=-1368/3921, 41-42=-1368/3921, 8-42=-1368/3921 WEBS 2-13=-363/1467, 3-13=-2638/912, 3-12=-86/598, 4-11=0/341, 5-10=-86/595, 5-9=-2626/907, 6-9=-359/1462, 4-10=-915/323, 2-14=-4473/1527, 6-8=-4486/1531, 4-12=-920/326 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 0-9-0 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 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 906 lb uplift at joint 14 and 966 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply A01 1 222-044738T Flat Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:qqt7U_Ypmg47Y2ZalQ9EnEzQoZ0-F_bCVpYE_1KUQSBz0?p_wITxzLC2UXS5U5WhUTzQnZk Continued on page 2 Uniform Loads (lb/ft) Vert: 1-7=-84, 8-14=-14 Concentrated Loads (lb) Vert: 3=-140 (F), 12=-26 (F), 15=-140 (F), 16=-140 (F), 17=-140 (F), 18=-140 (F), 19=-140 (F), 20=-140 (F), 21=-140 (F), 22=-140 (F), 23=-140 (F), 24=-140 (F), 25=-140 (F), 26=-140 (F), 27=-140 (F), 28=-165 (F), 29=-26 (F), 30=-26 (F), 31=-26 (F), 32=-26 (F), 33=-26 (F), 34=-26 (F), 35=-26 (F), 36=-26 (F), 37=-26 (F), 38=-26 (F), 39=-26 (F), 40=-26 (F), 41=-26 (F), 42=-30 (F) Job Truss Truss Type Qty Ply A01 1 222-044738T Flat Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 2 ID:qqt7U_Ypmg47Y2ZalQ9EnEzQoZ0-F_bCVpYE_1KUQSBz0?p_wITxzLC2UXS5U5WhUTzQnZk 412 =2x4 =4x8 =4x8 =3x6 =5x6 =5x8 =5x6 =3x4 =4x6 =4x12 =4x5 =1.5x4 12 11 10 9 8 7 6 15113234145 W1 T1 T2 T3 W5 B1 B3B2 W4 W3W2W1W2W1W2W1W2 6-4-0 19-7-0 6-4-0 25-11-0 4-7-0 30-6-0 6-7-8 13-3-0 6-7-8 6-7-8 4-5-4 30-6-0 6-5-12 19-7-0 6-5-12 26-0-12 6-5-12 13-1-4 6-7-8 6-7-84-6-44-4-102-11-154-4-100-1-11 4-4-104-4-100-1-114-6-4Scale = 1:56.3 Plate Offsets (X, Y):[3:0-4-0,0-3-0], [9:0-3-0,0-3-0], [10:0-3-0,0-3-0], [11:0-3-8,0-2-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.19 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.42 Vert(CT)-0.28 9-10 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.70 Horz(CT)0.07 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 9-10 >999 240 Weight: 158 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* W2:2x4 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 5-2-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-13 max.): 1-5. BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)7=1480/ Mechanical, (min. 0-1-8), 12=1480/ Mechanical, (min. 0-1-8) Max Horiz 12=-164 (LC 8) Max Uplift 7=-364 (LC 7), 12=-370 (LC 6) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1436/390, 1-13=-1936/519, 2-13=-1936/519, 2-3=-2740/709, 3-4=-2591/695, 4-14=-1361/423, 5-14=-1358/423, 5-15=-1399/412, 6-15=-1477/406, 6-7=-1453/390 BOT CHORD 10-11=-506/1936, 9-10=-705/2755, 8-9=-661/2591 WEBS 6-8=-378/1579, 1-11=-565/2250, 2-11=-1109/365, 2-10=-244/951, 3-10=-419/182, 4-9=0/276, 4-8=-1511/364 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-1-12 to 3-2-6, Interior (1) 3-2-6 to 22-10-6, Exterior(2R) 22-10-6 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 370 lb uplift at joint 12 and 364 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A02 1 122-044738T Flat Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:M39cTSvhRnuGB8xjCzb7EfzQoS5-jA9ai9ZslLSL2cm9ZjKDSV?zBlXQD_VFilFE0vzQnZj 412 =3x10 =5x6 =3x4 =3x4 =6x8 =5x8 =4x8 =4x12 =5x6 =2x6 1 10 9 8 7 11 2 6 3 1412 4 13 5 T2 T1 T3 T4 W7 B1 B2 W4 W5 W4 W6 W1 W2 W3 4-11-3 10-8-2 4-10-14 15-7-0 5-8-15 5-8-15 7-4-0 22-11-0 7-7-0 30-6-0 7-4-10 15-7-0 7-5-4 30-6-0 7-5-12 23-0-12 8-2-6 8-2-65-6-40-3-15 2-11-150-3-15 0-1-11 5-4-105-4-100-1-115-6-4Scale = 1:57.5 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [2:0-3-0,0-3-4], [6:0-3-0,0-1-8], [9:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL)-0.24 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.68 Vert(CT)-0.35 1-10 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.53 Horz(CT)0.10 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.14 10 >999 240 Weight: 141 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5,W7,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, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-8-13 oc bracing. WEBS 1 Row at midpt 4-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1484/ Mechanical, (min. 0-1-8), 7=1484/ Mechanical, (min. 0-1-8) Max Horiz 1=100 (LC 14) Max Uplift 1=-345 (LC 6), 7=-314 (LC 7) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-3865/1059, 2-11=-3782/1067, 2-3=-3430/967, 3-12=-2395/756, 4-12=-2335/767, 4-13=-1666/613, 5-13=-1666/613, 5-14=-1749/589, 6-14=-1842/578, 6-7=-1435/469 BOT CHORD 1-10=-976/3591, 9-10=-771/2886, 8-9=-560/2224 WEBS 4-9=-98/585, 4-8=-820/221, 6-8=-446/1682, 2-10=-514/220, 3-10=-88/537, 3-9=-820/269 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-1-6, Interior (1) 3-1-6 to 11-3-4, Exterior(2R) 11-3-4 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 345 lb uplift at joint 1 and 314 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A03 1 122-044738T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:TZRWBv3rNnXQF7RDTCKAFOzQoRu-mo1qHTYcDjCdoIcmSIIlN4wdGxnol6dyFRm7x0zQnZl 412 =3x10 =5x8 =5x8 =3x4 =5x8 =4x6 =6x8 =3x4 =3x4 =4x5 =4x5 =1.5x4 1 12 11 10 9 8 13 2 7 17 63 1614 4 15 5 T2 T1 T3 T4 W7 B1 B3B2 W1 W2 W3 W4 W5 W4 W3 W2 W6 1-4-0 19-11-0 5-11-1 12-7-15 4-7-14 30-6-0 5-11-1 18-7-0 5-11-2 25-10-2 6-8-13 6-8-13 1-7-8 20-0-12 1-8-5 30-6-0 8-8-14 18-5-4 8-8-15 28-9-11 9-8-6 9-8-66-6-40-3-15 2-11-150-3-15 0-1-11 6-4-106-4-100-1-116-6-4Scale = 1:57.6 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [2:0-4-0,0-3-0], [11:0-3-12,0-3-0], [12:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL)-0.26 1-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.44 1-12 >818 240 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)0.10 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.15 1-12 >999 240 Weight: 153 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* W3:2x4 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-4 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-11-15 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=1484/ Mechanical, (min. 0-1-8), 8=1484/ Mechanical, (min. 0-1-8) Max Horiz 1=117 (LC 10) Max Uplift 1=-331 (LC 6), 8=-289 (LC 7) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-3771/972, 2-13=-3688/982, 2-3=-3240/859, 3-14=-1955/600, 4-14=-1871/614, 4-15=-1772/618, 5-15=-1772/618, 5-16=-1761/584, 6-16=-1844/570, 6-17=-637/236, 7-17=-745/229, 7-8=-1505/378 BOT CHORD 1-12=-888/3493, 11-12=-642/2626, 10-11=-351/1678, 9-10=-330/1389 WEBS 2-12=-626/265, 3-12=-103/654, 3-11=-1059/338, 4-11=-60/295, 5-11=-165/584, 6-10=-64/482, 6-9=-1268/399, 7-9=-284/1311 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-1-6, Interior (1) 3-1-6 to 14-3-4, Exterior(2R) 14-3-4 to 24-2-12, Interior (1) 24-2-12 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 331 lb uplift at joint 1 and 289 lb uplift at joint 8. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A04 1 122-044738T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:B6CsiCQ5?BeXhL?l1jLRo0zQoQ8-mo1qHTYcDjCdoIcmSIIlN4wg3xmsl3IyFRm7x0zQnZl 412 =3x10 =1.5x4 =3x4 =5x6 =5x6 =3x4 =4x8 =5x8 =3x4 =3x10 =4x5 =1.5x4 1 12 11 10 9 8 13 2 73 16 64 14 15 5 T2 T1 T3 W8 B1 B3B2 W4 W3 W6 W4W5 W7 W5 W1 W2 3-7-12 8-3-0 4-7-4 4-7-4 4-10-4 13-1-4 6-1-12 19-3-0 6-1-12 25-4-12 5-1-4 30-6-0 4-10-4 13-1-4 5-1-4 30-6-0 6-1-12 25-4-12 6-1-12 19-3-0 8-3-0 8-3-0 0-3-15 2-11-150-3-156-8-15Scale = 1:54.6 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [3:0-3-0,0-3-0], [9:0-3-8,0-1-8], [10:0-4-0,0-3-0], [11:0-2-12,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.25 11-12 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.35 1-12 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.87 Horz(CT)0.10 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.14 11-12 >999 240 Weight: 150 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x4 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 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-15 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=1484/ Mechanical, (min. 0-1-8), 8=1484/ Mechanical, (min. 0-1-8) Max Horiz 1=123 (LC 10) Max Uplift 1=-328 (LC 6), 8=-283 (LC 7) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-3923/986, 2-13=-3852/992, 2-3=-3460/855, 3-4=-2759/741, 4-14=-1827/544, 5-14=-1741/552, 5-15=-1741/552, 6-15=-1828/544, 6-16=-1479/455, 7-16=-1598/447, 7-8=-1449/399 BOT CHORD 1-12=-912/3668, 11-12=-733/3225, 10-11=-572/2567, 9-10=-305/1466 WEBS 4-11=-65/454, 3-11=-764/206, 5-10=-127/619, 6-9=-722/240, 6-10=-104/401, 7-9=-391/1643, 4-10=-1146/343, 2-12=-482/200, 3-12=-15/282 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-1-6, Interior (1) 3-1-6 to 16-2-6, Exterior(2R) 16-2-6 to 22-3-10, Interior (1) 22-3-10 to 27-3-10, Exterior(2E) 27-3-10 to 30-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 283 lb uplift at joint 8 and 328 lb uplift at joint 1. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A05 1 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:D4?Yx8gOyeC?d4nhUVCItRzQoND-mo1qHTYcDjCdoIcmSIIlN4wlqxn5l1HyFRm7x0zQnZl 412 =3x10 =1.5x4 =3x4 =5x6 =5x6 =3x4 =5x6 =3x10 =3x4 =5x6 =6x12 =2x6 =3x6 9 19 1 14 13 12 11 10 8 18152 3 7 64 16 17 5 T1 T2 T3 T2 B1B2B1 W4 W2 W6 W4 W2W3 W5 W3 W5 W1 1-2-0 39-8-0 3-7-12 8-3-0 4-7-4 4-7-4 4-10-4 30-3-0 4-10-4 13-1-4 6-1-12 19-3-0 6-1-12 25-4-12 8-3-0 38-6-0 0-3-0 30-6-0 4-10-4 30-3-0 4-10-4 13-1-4 6-1-12 19-3-0 6-1-12 25-4-12 8-0-0 38-6-0 8-3-0 8-3-07-1-60-3-15 0-3-156-8-15Scale = 1:68.3 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [3:0-3-0,0-3-0], [7:0-6-0,Edge], [8:0-0-6,Edge], [11:0-2-8,0-3-0], [13:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.21 13-14 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.32 1-14 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.93 Horz(CT)0.08 10 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 13-14 >999 240 Weight: 174 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W5:2x4 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 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-0 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=1339/ Mechanical, (min. 0-1-8), 10=2530/0-5-8, (min. 0-2-11) Max Horiz 1=-127 (LC 11) Max Uplift 1=-310 (LC 6), 10=-754 (LC 7) 7 7FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-3486/832, 2-15=-3392/838, 2-3=-3011/694, 3-4=-2304/565, 4-16=-1374/350, 5-16=-1288/361, 5-17=-1288/371, 6-17=-1370/361, 6-7=-713/217, 7-18=-1256/1499, 8-18=-1262/1346 BOT CHORD 1-14=-845/3255, 13-14=-656/2798, 12-13=-478/2135, 11-12=-107/655, 10-11=-1240/1226, 10-19=-1308/1261, 8-19=-1308/1261 WEBS 4-13=-66/454, 3-14=-22/286, 5-12=-78/447, 6-11=-1053/579, 7-10=-2348/997, 3-13=-770/207, 6-12=-490/767, 7-11=-854/2114, 4-12=-1145/343, 2-14=-486/211 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-10-15, Interior (1) 3-10-15 to 15-4-13, Exterior(2R) 15-4-13 to 23-1-3, Interior (1) 23-1-3 to 35-10-6, Exterior(2E) 35-10-6 to 39-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 1 and 754 lb uplift at joint 10. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A06 1 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:Cwn8Pe15_s3IIBOYWxlOMmzQoPL-mo1qHTYcDjCdoIcmSIIlN4wedxo0l0KyFRm7x0zQnZl 412 =3x10 =1.5x4 =3x4 =5x6 =5x6 =3x4 =5x6 =3x10 =3x4 =5x6 =6x12 =2x6 =3x6 1012 15 14 13 12 11 20 9 16 19 3 84 75 17 18 6 T2 T1 T2 T1 B1 B1B2 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 1-2-0 -1-2-0 1-2-0 39-8-0 3-7-12 8-3-0 4-7-4 4-7-4 4-10-4 30-3-0 4-10-4 13-1-4 6-1-12 19-3-0 6-1-12 25-4-12 8-3-0 38-6-0 0-3-0 30-6-0 4-10-4 30-3-0 4-10-4 13-1-4 6-1-12 19-3-0 6-1-12 25-4-12 8-0-0 38-6-0 8-3-0 8-3-07-1-60-3-156-8-15Scale = 1:68 Plate Offsets (X, Y):[2:0-5-2,0-1-8], [4:0-3-0,0-3-0], [8:0-6-0,Edge], [9:0-0-6,Edge], [12:0-2-8,0-3-0], [14:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL)-0.20 14-15 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.28 2-15 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.93 Horz(CT)0.07 11 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.12 14-15 >999 240 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 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 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-11-0 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=1454/0-5-8, (min. 0-1-9), 11=0/0-5-8, (min. 0-2-11) Max Horiz 2=-120 (LC 15) Max Uplift 2=-376 (LC 6), 11=-753 (LC 7) Max Grav 2=1454 (LC 1), 11=2100 (LC 24) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3325/768, 3-16=-3257/779, 3-4=-2921/664, 4-5=-2262/552, 5-17=-1355/344, 6-17=-1269/354, 6-18=-1269/365, 7-18=-1351/355, 7-8=-701/214, 8-19=-1256/1499, 9-19=-1262/1346 BOT CHORD 2-15=-796/3074, 14-15=-635/2715, 13-14=-468/2095, 12-13=-104/644, 11-12=-1240/1226, 11-20=-1308/1261, 9-20=-1308/1261 WEBS 4-15=-3/267, 4-14=-720/194, 5-14=-60/433, 5-13=-1118/335, 6-13=-75/435, 7-13=-487/759, 7-12=-1046/576, 8-12=-849/2102, 8-11=-2338/992, 3-15=-385/172 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-9 to 2-7-10, Interior (1) 2-7-10 to 15-4-13, Exterior(2R) 15-4-13 to 23-1-3, Interior (1) 23-1-3 to 35-10-6, Exterior(2E) 35-10-6 to 39-8-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 753 lb uplift at joint 11. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A07 2 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:Cwn8Pe15_s3IIBOYWxlOMmzQoPL-mo1qHTYcDjCdoIcmSIIlN4wehxo5l0NyFRm7x0zQnZl 412 =3x10 =1.5x4 =5x8 =5x6 =3x4 =4x6 =3x10 =4x6 =1.5x4 1 2 10 9 8 7 11 3 4 6 12 13 5 T2 T1 T3 W3 B1 B2 W4 W5 W3 W4 W2W1 1-2-0 -1-2-0 5-6-14 19-3-0 5-9-15 13-8-2 7-10-4 7-10-4 5-8-8 24-11-8 5-6-14 19-3-0 5-8-8 24-11-8 5-9-15 13-8-2 7-10-4 7-10-47-1-60-3-15 4-10-26-8-15Scale = 1:47.5 Plate Offsets (X, Y):[2:0-5-2,0-1-8], [3:0-4-0,0-3-4], [9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.77 Vert(LL)-0.18 2-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.63 Vert(CT)-0.29 2-10 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.74 Horz(CT)0.06 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.11 2-10 >999 240 Weight: 121 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 2-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-13 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=1329/0-5-8, (min. 0-1-8), 7=1201/0-5-8, (min. 0-1-8) Max Horiz 2=189 (LC 9) Max Uplift 2=-342 (LC 6), 7=-243 (LC 6) 9 9FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-2777/614, 3-11=-2675/633, 3-4=-1811/486, 4-12=-952/321, 5-12=-875/329, 5-13=-865/327, 6-13=-945/319, 6-7=-1165/345 BOT CHORD 2-10=-619/2528, 9-10=-621/2522, 8-9=-359/1638 WEBS 6-8=-227/1046, 4-9=-74/477, 4-8=-1065/315, 3-9=-977/289, 3-10=0/256 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-9 to 1-9-7, Interior (1) 1-9-7 to 16-3-0, Exterior(2R) 16-3-0 to 21-9-12, Exterior(2E) 21-9-12 to 24-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2 and 243 lb uplift at joint 7. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A08 5 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:ZZxJC_gOE1mACo06po7gF1zQoI3-mo1qHTYcDjCdoIcmSIIlN4wg?xocl3OyFRm7x0zQnZl 412 =3x10 =5x10 =5x8 =3x6 =6x8 =3x10 =8x12 =3x6 =3x6 =1.5x4 1 10 9 8 7 11 2 6312 13 54 T2 T1 T3 T4 W6 B1 B2 W1 W2 W3 W4 W5W4 W3 1-4-0 19-11-0 4-8-14 18-7-0 6-6-2 13-10-2 7-4-0 7-4-0 5-0-8 24-11-8 1-0-8 19-9-4 5-2-4 24-11-8 8-11-10 18-8-12 9-9-2 9-9-26-6-40-3-15 4-10-20-3-15 0-1-11 6-4-106-4-100-1-116-6-4Scale = 1:49.4 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [2:0-5-0,0-3-0], [10:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.22 1-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.40 1-10 >746 240 BCLL 0.0 *Rep Stress Incr YES WB 0.81 Horz(CT)0.06 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.14 1-10 >999 240 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-11-2 oc bracing: 1-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1213/ Mechanical, (min. 0-1-8), 7=1213/0-5-8, (min. 0-1-8) Max Horiz 1=184 (LC 9) Max Uplift 1=-278 (LC 6), 7=-252 (LC 6) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-2897/717, 2-11=-2811/728, 2-3=-2405/628, 3-12=-1033/348, 4-12=-1020/359, 4-5=-924/368, 5-13=-844/335, 6-13=-917/329, 6-7=-1182/365 BOT CHORD 1-10=-687/2661, 9-10=-377/1636, 8-9=-176/805 WEBS 2-10=-661/282, 3-10=-167/845, 3-9=-995/326, 5-9=-129/691, 5-8=-681/153, 6-8=-265/1086 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 14-4-1, Exterior(2R) 14-4-1 to 21-9-12, Exterior(2E) 21-9-12 to 24-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 278 lb uplift at joint 1 and 252 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A09 1 122-044738T Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:lmDAn?dyeJjzBxZIxu1CyhzQoGq-mo1qHTYcDjCdoIcmSIIlN4whVxn9l2FyFRm7x0zQnZl 412 =3x10 =1.5x4 =5x10 =5x10 =4x6 =3x4 =3x6 =2x4 1 8 7 12 13 6 9 2 10 4 11 53 T2 T1 T3 W5 B1 B2 W1 W2 W3 W4 W4 4-6-8 20-1-8 4-10-0 24-11-8 7-4-10 15-7-0 8-2-6 8-2-6 7-2-14 15-5-4 8-2-6 8-2-6 9-6-4 24-11-85-6-40-3-15 5-4-100-3-15 0-1-11 5-4-105-4-100-1-115-6-4Scale = 1:49.3 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [2:0-5-0,0-3-4], [7:0-5-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL)-0.29 6-7 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.74 Vert(CT)-0.46 6-7 >650 240 BCLL 0.0 *Rep Stress Incr YES WB 0.38 Horz(CT)0.07 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.14 1-8 >999 240 Weight: 113 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* W2:2x4 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 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 2-7, 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=1213/ Mechanical, (min. 0-1-8), 6=1213/0-5-8, (min. 0-1-8) Max Horiz 1=226 (LC 7) Max Uplift 1=-287 (LC 6), 6=-307 (LC 6) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-2854/720, 2-9=-2756/734, 2-10=-1614/455, 3-10=-1510/472, 3-4=-1431/491 BOT CHORD 1-8=-670/2610, 7-8=-672/2605, 7-12=-253/921, 12-13=-253/921, 6-13=-253/921 WEBS 2-8=0/259, 2-7=-1265/401, 4-7=-176/793, 4-6=-1333/414 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 11-4-1, Exterior(2R) 11-4-1 to 20-1-8, Interior (1) 20-1-8 to 21-9-12, Exterior(2E) 21-9-12 to 24-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 307 lb uplift at joint 6 and 287 lb uplift at joint 1. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A10 1 122-044738T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:_2JQpi9wWW8trYLZzQJHBmzQoG9-mo1qHTYcDjCdoIcmSIIlN4wfTxmvl9_yFRm7x0zQnZl 412 =3x10 =1.5x4 =3x4 =5x8 =4x6 =3x4 =3x10 =3x10 =1.5x4 1 9 8 7 6 10 2 11 4 13 5123 T1 T2 W5 B1 B2 W1 W2 W3 W4 W5 W4 6-0-8 18-7-8 5-10-10 12-7-0 6-8-6 6-8-6 6-4-0 24-11-8 5-8-14 12-5-4 6-2-4 18-7-8 6-4-0 24-11-8 6-8-6 6-8-64-6-40-3-15 4-4-100-3-15 0-1-11 4-4-104-4-100-1-114-6-4Scale = 1:49.2 Plate Offsets (X, Y):[1:0-5-2,0-1-8], [7:0-3-8,0-1-8], [8:0-3-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL)-0.17 1-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.60 Vert(CT)-0.25 1-9 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.66 Horz(CT)0.06 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.10 1-9 >999 240 Weight: 114 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 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-8-6 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=1213/ Mechanical, (min. 0-1-8), 6=1213/0-5-8, (min. 0-1-8) Max Horiz 1=181 (LC 9) Max Uplift 1=-291 (LC 6), 6=-304 (LC 6) 12 12FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-2999/789, 2-10=-2918/799, 2-11=-2042/584, 3-11=-1956/598, 3-12=-1852/603, 4-12=-1855/603, 4-13=-1465/473, 5-13=-1465/473, 5-6=-1171/353 BOT CHORD 1-9=-739/2762, 8-9=-739/2762, 7-8=-354/1465 WEBS 2-8=-969/308, 4-8=-153/462, 4-7=-860/318, 5-7=-475/1722 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 8-4-1, Exterior(2R) 8-4-1 to 16-9-15, Interior (1) 16-9-15 to 21-9-12, Exterior(2E) 21-9-12 to 24-9-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 291 lb uplift at joint 1 and 304 lb uplift at joint 6. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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 A11 1 122-044738T Half Hip Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:SVPEbrMCG2PJ?Jj00CdVwZzQoFt-mo1qHTYcDjCdoIcmSIIlN4whVxo5l4byFRm7x0zQnZl =4x12 =4x12 =6x12 =1.5x4 =3x10 =7x8 =5x8 =4x12 =2x4 =4x12 =6x8 =3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 12 23 24 11 25 26 10 27 28 9 29 30 8 31 32 7 1 13 14 2 15 16 3 17 18 4 19 20 5 21 22 6 W1 T1 T2 W1 B1 B2 W2 W1 W2 W1 W2 W1 W2 W1 W2 4-11-3 14-11-6 4-11-3 19-10-9 4-11-3 10-0-2 5-0-15 5-0-15 5-0-15 24-11-8 4-11-3 14-11-6 4-11-3 19-10-9 4-11-3 10-0-2 5-0-15 5-0-15 5-0-15 24-11-83-4-103-4-10Scale = 1:42.7 Plate Offsets (X, Y):[4:0-4-0,0-3-0], [7:Edge,0-4-4], [10:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL)-0.23 9-10 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.48 Vert(CT)-0.33 9-10 >894 240 BCLL 0.0 *Rep Stress Incr NO WB 0.75 Horz(CT)0.07 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.17 9-10 >999 240 Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W2:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD 2-0-0 oc purlins (2-8-11 max.): 1-6, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-9-14 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)7=2248/0-5-8, (min. 0-2-6), 12=2168/ Mechanical, (min. 0-1-8) Max Horiz 12=115 (LC 5) Max Uplift 7=-773 (LC 5), 12=-738 (LC 4) 13 13FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-2085/749, 1-13=-3016/1046, 13-14=-3016/1046, 2-14=-3016/1046, 2-15=-3016/1046, 15-16=-3016/1046, 3-16=-3016/1046, 3-17=-4465/1529, 17-18=-4465/1529, 4-18=-4465/1529, 4-19=-4465/1529, 19-20=-4465/1529, 5-20=-4465/1529, 6-7=-342/173 BOT CHORD 11-25=-1590/4493, 25-26=-1590/4493, 10-26=-1590/4493, 10-27=-1590/4493, 27-28=-1590/4493, 9-28=-1590/4493, 9-29=-1075/3051, 29-30=-1075/3051, 8-30=-1075/3051, 8-31=-1075/3051, 31-32=-1075/3051, 7-32=-1075/3051 WEBS 1-11=-1183/3461, 2-11=-807/411, 3-11=-1730/608, 3-10=0/327, 4-9=-738/375, 5-9=-577/1656, 5-8=0/353, 5-7=-3504/1200 NOTES 1)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 lb uplift at joint 12 and 773 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-84, 7-12=-14 Concentrated Loads (lb) Vert: 3=-140, 10=-26, 8=-26, 5=-140, 13=-140, 14=-140, 15=-140, 16=-140, 17=-140, 18=-140, 19=-140, 20=-140, 21=-140, 22=-145, 23=-26, 24=-26, 25=-26, 26=-26, 27=-26, 28=-26, 29=-26, 30=-26, 31=-26, 32=-27 Job Truss Truss Type Qty Ply A12 1 122-044738T Flat Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:2CFXXeX_zMAKhToir8toUWzQoFf-mo1qHTYcDjCdoIcmSIIlN4we4xq_l3ByFRm7x0zQnZl 412 =4x12 =2x4 =3x4 =3x6 =6x8 =6x8 =4x8 =3x10 =3x4 =2x4 =4x12 Special NAILED HHC26 HHC26 NAILED Special 1 8 2 13 12 11 10 9 7 63 5414 T1 T2 T1 B1 B1 W1 W2 W3 W4 W3 W2 W1 1-2-0 24-2-0 1-2-0 -1-2-0 3-10-0 13-5-0 4-1-10 9-7-0 4-1-10 17-6-10 5-5-6 23-0-0 5-5-6 5-5-6 3-11-14 9-5-4 3-11-14 17-6-10 4-1-8 13-6-12 5-5-6 23-0-0 5-5-6 5-5-63-10-110-3-15 0-1-11 3-4-103-4-100-1-113-6-4Scale = 1:46.1 Plate Offsets (X, Y):[2:0-6-0,0-1-11], [7:0-6-0,0-1-11] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.78 Vert(LL)-0.30 10-12 >914 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.61 Vert(CT)-0.42 10-12 >649 240 BCLL 0.0 *Rep Stress Incr NO WB 0.40 Horz(CT)0.10 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.19 10-12 >999 240 Weight: 113 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 2-5-14 oc purlins, except 2-0-0 oc purlins (2-6-9 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 7-1-11 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=2076/0-5-8, (min. 0-2-3), 7=2076/0-5-8, (min. 0-2-3) Max Horiz 2=62 (LC 27) Max Uplift 2=-635 (LC 4), 7=-635 (LC 5) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5248/1530, 3-4=-4839/1489, 4-14=-4516/1429, 5-14=-4516/1429, 5-6=-4836/1487, 6-7=-5249/1532 BOT CHORD 2-13=-1434/4902, 12-13=-1434/4902, 11-12=-1334/4518, 10-11=-1334/4518, 9-10=-1382/4903, 7-9=-1382/4903 WEBS 3-12=-397/254, 4-12=-214/913, 5-10=-194/907, 6-10=-400/256 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 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 635 lb uplift at joint 2 and 635 lb uplift at joint 7. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Use MiTek HHC26 (With 20-16d nails into Girder & 10d nails into Truss) or equivalent at 9-7-6 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HB1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 10)Use MiTek HHC26 (With 20-16d nails into Girder & 10d nails into Truss) or equivalent at 13-5-0 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N) to back face of top chord, skewed 0.0 deg.to the left, sloping -26.6 deg. down. 11)WARNING: The following hangers are manually applied but fail due to geometric considerations: HHC26 on back face at 9-7-6 from the left end, HHC26 on back face at 13-5-0 from the left end. 12)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 13)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 114 lb up at 9-7-0 on top chord, and 628 lb down and 193 lb up at 13-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-84, 5-8=-84, 2-7=-14 Job Truss Truss Type Qty Ply B01 1 122-044738T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:mH3jAZIabDZcCvymOoV1PIzQoDN-F_bCVpYE_1KUQSBz0?p_wITqYL8AUbu5U5WhUTzQnZk Continued on page 2 Concentrated Loads (lb) Vert: 4=-140, 5=-140, 11=-26, 12=-628, 10=-628, 14=-140 Job Truss Truss Type Qty Ply B01 1 122-044738T Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 2 ID:mH3jAZIabDZcCvymOoV1PIzQoDN-F_bCVpYE_1KUQSBz0?p_wITqYL8AUbu5U5WhUTzQnZk 412 =3x6 =1.5x4 =5x6 =4x6 =3x4 =1.5x4 =3x6 1 7 2 9 8 6 10 13 53 11 12 4 T1 T1 B1 B2 W2 W1 W2 W1 1-2-0 24-2-0 1-2-0 -1-2-0 5-4-2 11-6-0 5-4-2 16-10-2 6-1-14 23-0-0 6-1-14 6-1-14 7-1-8 15-0-12 7-11-4 23-0-0 7-11-4 7-11-44-6-60-3-154-1-15Scale = 1:44.2 Plate Offsets (X, Y):[2:0-3-14,0-1-8], [6:0-3-14,0-1-8], [9:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.16 8-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.24 8-9 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.30 Horz(CT)0.07 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.08 8-9 >999 240 Weight: 88 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 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-3 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=1226/0-5-8, (min. 0-1-8), 6=1226/0-5-8, (min. 0-1-8) Max Horiz 2=75 (LC 14) Max Uplift 2=-298 (LC 6), 6=-298 (LC 7) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-2605/665, 3-10=-2531/679, 3-11=-2242/601, 4-11=-2162/609, 4-12=-2162/609, 5-12=-2242/601, 5-13=-2531/679, 6-13=-2605/665 BOT CHORD 2-9=-564/2388, 8-9=-339/1610, 6-8=-564/2388 WEBS 4-8=-145/679, 5-8=-522/227, 4-9=-145/679, 3-9=-522/227 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-9 to 1-9-7, Interior (1) 1-9-7 to 8-6-0, Exterior(2R) 8-6-0 to 14-6-0, Interior (1) 14-6-0 to 21-2-9, Exterior(2E) 21-2-9 to 24-2-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 2 and 298 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply B02 2 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:CFNOELzFH0SfGKQdXyti6?zQo3T-mo1qHTYcDjCdoIcmSIIlN4wmLxq8lADyFRm7x0zQnZl 412 =4x12 =2x4 =3x4 =3x6 =3x6 =7x8 =4x6 =3x6 =3x6 =3x4 =2x4 =4x12 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 LUS26 1 13 14 12 15 11 16 17 10 18 9 19 8 20 21 7 62 53 4 T1 T1 B1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 3-4-12 18-3-8 3-4-12 8-1-4 3-4-12 11-6-0 3-4-12 14-10-12 4-8-8 4-8-8 4-8-8 23-0-0 3-4-12 18-3-8 3-4-12 14-10-12 3-4-12 11-6-0 3-4-12 8-1-4 4-8-8 4-8-8 4-8-8 23-0-0 0-3-154-1-15Scale = 1:39.2 Plate Offsets (X, Y):[1:0-6-0,0-1-11], [7:0-6-0,0-1-11], [10:0-4-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.31 10-11 >873 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.86 Vert(CT)-0.43 10-11 >631 240 BCLL 0.0 *Rep Stress Incr NO WB 0.45 Horz(CT)0.11 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.16 10-11 >999 240 Weight: 347 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* 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 5-5-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=7174/0-5-8, (min. 0-2-9), 7=6547/0-5-8, (min. 0-2-5) Max Horiz 1=-67 (LC 13) Max Uplift 1=-1434 (LC 4), 7=-1310 (LC 5) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17347/3451, 2-3=-14358/2863, 3-4=-11195/2237, 4-5=-11195/2237, 5-6=-14366/2864, 6-7=-17182/3418 BOT CHORD 1-13=-3282/16388, 13-14=-3282/16388, 12-14=-3282/16388, 12-15=-3282/16388, 11-15=-3282/16388, 11-16=-2678/13598, 16-17=-2678/13598, 10-17=-2678/13598, 10-18=-2630/13606, 9-18=-2630/13606, 9-19=-3201/16227, 8-19=-3201/16227, 8-20=-3201/16227, 20-21=-3201/16227, 7-21=-3201/16227 WEBS 2-12=-351/1972, 2-11=-3085/664, 3-11=-591/3051, 3-10=-3826/823, 4-10=-1317/6735, 5-10=-3836/824, 5-9=-592/3056, 6-9=-2900/628, 6-8=-328/1856 NOTES 1)3-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected with WS45 as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Web chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1434 lb uplift at joint 1 and 1310 lb uplift at joint 7. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie LUS26 (4-SD9112 Girder, 4-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-11-4 from the left end to 20-11-4 to connect truss(es) C03 (1 ply 2x4 DF or DF-N), C02 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Job Truss Truss Type Qty Ply B03 1 322-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:s69nu4X6S8E7nPxSDciUzizQo2l-IbUR47X_SQ4mB81auanWrtNYTYOo0geo0n1aPazQnZm Continued on page 2 Vert: 12=-1050, 9=-1050, 13=-1052, 14=-1050, 15=-1050, 16=-1050, 17=-1050, 18=-1050, 19=-1037, 20=-1037, 21=-1037 Job Truss Truss Type Qty Ply B03 1 322-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 2 ID:s69nu4X6S8E7nPxSDciUzizQo2l-IbUR47X_SQ4mB81auanWrtNYTYOo0geo0n1aPazQnZm 612 =3x4 =3x10 =3x4 =4x5 =3x10 =3x4 1 13 2 23 22 21 20 19 18 17 16 15 14 12 24 25 3 11 4 10 5 9 6 8 7 T1 T1 B1 B2 HW1 HW1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-2-0 -1-2-0 1-2-0 23-2-0 11-0-0 22-0-0 11-0-0 11-0-0 22-0-06-4-150-6-46-0-4Scale = 1:43.1 Plate Offsets (X, Y):[2:Edge,0-0-15], [2:0-2-6,Edge], [12:Edge,0-0-15], [12:0-2-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.09 Horz(CT)0.00 12 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 108 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 WEDGE Left: 2x4 DF Stud/Std Right: 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 22-0-0. (lb) -Max Horiz 2=108 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 21, 22 except 23=-102 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 15, 16, 17, 18, 19, 21, 22 except 2=261 (LC 1), 12=261 (LC 1), 14=262 (LC 24), 23=262 (LC 23) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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 Corner(3E) -1-2-13 to 1-9-3, Exterior(2N) 1-9-3 to 8-0-0, Corner(3R) 8-0-0 to 14-0-0, Exterior(2N) 14-0-0 to 20-2-13, Corner(3E) 20-2-13 to 23-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 21, 22, 17, 16, 15, 14 except (jt=lb) 23=102. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C01 1 122-044738T Common Supported Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:EC5gp56XMIYtHRkhSRDHmwzQoDd-IbUR47X_SQ4mB81auanWrtNf_Ybn0mFo0n1aPazQnZm 612 =4x8 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =4x8 1 2 8 7 6 9 12 53 1110 4 T1 T2 B1 B2 W2 W1 W2 W1 HW1 HW1 1-2-0 -1-2-0 5-4-14 11-0-0 5-4-14 16-4-14 5-7-2 22-0-0 5-7-2 5-7-2 6-0-0 14-0-0 8-0-0 22-0-0 8-0-0 8-0-06-4-150-6-46-0-4Scale = 1:41 Plate Offsets (X, Y):[2:0-3-8,Edge], [6:0-3-8,Edge], [8:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.09 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.36 Vert(CT)-0.17 6-7 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.22 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.05 6-7 >999 240 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 WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-9 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=1182/0-5-8, (min. 0-1-8), 6=1051/0-5-8, (min. 0-1-8) Max Horiz 2=115 (LC 10) Max Uplift 2=-238 (LC 10), 6=-197 (LC 11) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1767/410, 3-9=-1673/429, 3-10=-1469/398, 4-10=-1355/410, 4-11=-1368/422, 5-11=-1482/410, 5-12=-1659/443, 6-12=-1761/431 BOT CHORD 2-8=-318/1458, 7-8=-140/1007, 6-7=-321/1476 WEBS 4-7=-134/494, 5-7=-425/222, 4-8=-126/473, 3-8=-413/218 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-13 to 1-9-3, Interior (1) 1-9-3 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior (1) 14-0-0 to 18-9-4, Exterior(2E) 18-9-4 to 21-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 lb uplift at joint 2 and 197 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C02 4 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:XCOBRQAckKjywSmiu3p_bTzQoEr-IbUR47X_SQ4mB81auanWrtNbmYWc0kEo0n1aPazQnZm 612 =5x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =5x6 1 7 6 5 118 2 4 109 3 T1 T1 B1 B2 W1 W2 W1 W2 HW1 HW1 5-7-2 5-7-2 5-4-14 16-4-14 5-4-14 11-0-0 5-7-2 22-0-0 6-0-0 14-0-0 8-0-0 8-0-0 8-0-0 22-0-0 0-6-46-0-4Scale = 1:38.3 Plate Offsets (X, Y):[7:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL)-0.10 5-6 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.38 Vert(CT)-0.18 5-6 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.23 Horz(CT)0.04 5 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.05 5-6 >999 240 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 WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-5 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=1064/0-5-8, (min. 0-1-8), 5=1064/ Mechanical, (min. 0-1-8) Max Horiz 1=101 (LC 14) Max Uplift 1=-199 (LC 10), 5=-200 (LC 11) 21 21FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1785/443, 2-8=-1683/455, 2-9=-1507/422, 3-9=-1392/433, 3-10=-1407/436, 4-10=-1523/425, 4-11=-1713/461, 5-11=-1811/449 BOT CHORD 1-7=-332/1498, 6-7=-151/1031, 5-6=-339/1531 WEBS 4-6=-449/229, 3-7=-133/493, 2-7=-425/222, 3-6=-138/517 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior (1) 14-0-0 to 18-11-4, Exterior(2E) 18-11-4 to 21-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Refer to girder(s) for truss to truss connections. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 1 and 200 lb uplift at joint 5. 7)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C03 8 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:ExaFFHvtM4PIkqwQyNPHaLzQoDu-IbUR47X_SQ4mB81auanWrtNbbYWJ0k3o0n1aPazQnZm 612 =3x4 =3x10 =4x5 =5x6 =3x10 =3x4 1 11 2 18 17 16 15 14 13 12 10 19 20 3 9 4 8 5 7 6 T1 T1 B1 B1 HW1 HW1 ST4 ST3 ST2 ST1 ST3 ST2 ST1 1-2-0 18-5-0 1-2-0 -1-2-0 8-7-8 8-7-8 8-7-8 17-3-0 17-3-05-2-110-6-44-10-0Scale = 1:35.7 Plate Offsets (X, Y):[2:Edge,0-0-15], [2:0-2-6,Edge], [10:Edge,0-0-15], [10:0-2-6,Edge], [15:0-3-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.05 Horz(CT)0.00 10 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 79 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 WEDGE Left: 2x4 DF Stud/Std Right: 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 17-3-0. (lb) -Max Horiz 2=87 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 10, 12, 13, 14, 16, 17, 18 Max Grav All reactions 250 (lb) or less at joint(s) 2, 10, 12, 13, 14, 15, 16, 17, 18 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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 Corner(3E) -1-2-13 to 1-9-3, Exterior(2N) 1-9-3 to 5-7-8, Corner(3R) 5-7-8 to 11-7-8, Exterior(2N) 11-7-8 to 15-5-13, Corner(3E) 15-5-13 to 18-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 10. 11)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D01 1 122-044738T Common Supported Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:NugQlE209Fn_az6CDWvVjrzQo_D-IbUR47X_SQ4mB81auanWrtNf_Ybx0nto0n1aPazQnZm 612 =4x5 =3x10 =1.5x4 =4x5 =5x8 =1.5x4 =3x10 =4x5 1 7 2 8 6 9 12 53 10 11 4 T1 T1 B1 B1 W2 W1W1 HW1 HW1 1-2-0 18-5-0 1-2-0 -1-2-0 4-2-10 8-7-8 4-2-10 12-10-2 4-4-14 17-3-0 4-4-14 4-4-14 8-7-8 17-3-0 8-7-8 8-7-85-2-110-6-44-10-0Scale = 1:35.5 Plate Offsets (X, Y):[2:Edge,0-1-3], [2:0-2-6,Edge], [6:Edge,0-1-3], [6:0-2-6,Edge], [8:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL)-0.08 2-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.35 Vert(CT)-0.14 2-8 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.19 Horz(CT)0.03 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.02 2-8 >999 240 Weight: 73 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-10 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=946/0-5-8, (min. 0-1-8), 6=946/0-5-8, (min. 0-1-8) Max Horiz 2=87 (LC 14) Max Uplift 2=-194 (LC 10), 6=-194 (LC 11) 23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1313/386, 3-9=-1239/401, 3-10=-961/303, 4-10=-873/315, 4-11=-873/315, 5-11=-961/303, 5-12=-1239/401, 6-12=-1313/386 BOT CHORD 2-8=-257/1071, 6-8=-257/1071 WEBS 4-8=-95/440, 5-8=-367/190, 3-8=-367/189 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-13 to 1-9-3, Interior (1) 1-9-3 to 5-7-8, Exterior(2R) 5-7-8 to 11-7-8, Interior (1) 11-7-8 to 15-5-13, Exterior(2E) 15-5-13 to 18-5-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 2 and 194 lb uplift at joint 6. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D02 3 122-044738T Common Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:gKimUty3UHEL3VLc6ml4GgzQnz2-mo1qHTYcDjCdoIcmSIIlN4wp0xs0lCyyFRm7x0zQnZl 612 =4x8 =3x10 =3x10 =4x6 =8x12 =3x10 =3x10 =2x4 =4x12 HGUS26-2 HUS26 HUS26 HUS26 HUS26 HUS26 1 2 10 11 9 12 8 13 7 14 6 5 3 4 T1 T2 B1 B1 W3 W4 W5 W2W1 W6 HW2 1-2-0 -1-2-0 2-6-12 8-7-8 3-5-4 12-0-12 5-2-4 17-3-0 6-0-12 6-0-12 2-4-0 14-4-12 2-6-12 8-7-8 2-10-4 17-3-0 3-5-4 12-0-12 6-0-12 6-0-125-2-110-6-44-10-0Scale = 1:33.5 Plate Offsets (X, Y):[2:0-1-1,0-1-13], [6:Edge,0-1-9], [9:0-6-0,0-4-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL)-0.16 8-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.76 Vert(CT)-0.22 8-9 >919 240 BCLL 0.0 *Rep Stress Incr NO WB 0.60 Horz(CT)0.07 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.09 8-9 >999 240 Weight: 186 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=4843/0-5-8, (min. 0-2-9), 6=6781/0-5-8, (min. 0-3-10) Max Horiz 2=95 (LC 12) Max Uplift 2=-1318 (LC 8), 6=-1671 (LC 9) 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9298/2521, 3-4=-7416/1981, 4-5=-7433/1974, 5-6=-11436/2829 BOT CHORD 2-10=-2215/8061, 10-11=-2215/8061, 9-11=-2215/8061, 9-12=-2205/9012, 8-12=-2205/9012, 8-13=-2205/9012, 7-13=-2205/9012, 7-14=-2417/9963, 6-14=-2417/9963 WEBS 4-9=-1710/6342, 5-9=-3102/770, 5-8=-589/2699, 3-9=-2363/856, 3-10=-837/2568, 5-7=-311/1426 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 0-6-0 oc. Bottom chords connected as follows: 2x6 - 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)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1671 lb uplift at joint 6 and 1318 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) A01 (2 ply 2x6 DF) to front face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 16-0-12 to connect truss(es) A02 (1 ply 2x4 DF or DF-N), A03 (1 ply 2x4 DF or DF-N), A04 (1 ply 2x4 DF or DF-N), A05 (1 ply 2x4 DF or DF-N), A06 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-6=-84, 2-6=-14 Concentrated Loads (lb) Job Truss Truss Type Qty Ply D03 1 222-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:CgCFQALmjQOfXZMyYCrq5dzQnyX-IbUR47X_SQ4mB81auanWrtNWeYQP0eMo0n1aPazQnZm Continued on page 2 Vert: 8=-1470 (F), 10=-2653 (F), 11=-1466 (F), 12=-1470 (F), 13=-1470 (F), 14=-1325 (F) Job Truss Truss Type Qty Ply D03 1 222-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 2 ID:CgCFQALmjQOfXZMyYCrq5dzQnyX-IbUR47X_SQ4mB81auanWrtNWeYQP0eMo0n1aPazQnZm 612 =3x4 =3x10 =4x5 =3x10 =3x4 1 9 2 14 13 12 11 10 8 15 16 3 7 4 6 5 T1 T1 B1 HW1 HW1 ST3 ST2 ST1 ST2 ST1 1-2-0 15-8-0 1-2-0 -1-2-0 7-3-0 7-3-0 7-3-0 14-6-0 14-6-04-6-70-6-44-1-12Scale = 1:31.4 Plate Offsets (X, Y):[2:Edge,0-0-15], [2:0-2-6,Edge], [8:Edge,0-0-15], [8:0-2-6,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.07 Horz(CT)0.00 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 63 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 WEDGE Left: 2x4 DF Stud/Std Right: 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 14-6-0. (lb) -Max Horiz 2=75 (LC 10) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 11, 13 except 10=-105 (LC 11), 14=-107 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 11, 12, 13 except 2=270 (LC 1), 8=270 (LC 1), 10=284 (LC 1), 14=284 (LC 1) 26 26FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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 Corner(3E) -1-2-13 to 1-9-3, Exterior(2N) 1-9-3 to 4-3-0, Corner(3R) 4-3-0 to 10-3-0, Exterior(2N) 10-3-0 to 12-8-13, Corner(3E) 12-8-13 to 15-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11 except (jt=lb) 14=106, 10=105. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E01 1 122-044738T Common Supported Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:1nSD?fCMk8M_bxMzusWKjhzQnqz-IbUR47X_SQ4mB81auanWrtNfpYbd0mZo0n1aPazQnZm 612 =4x8 =4x8 =1.5x4 =4x8 1 2 5 4 6 9 87 3 T1 T2 B1 W1 HW1 HW1 1-2-0 -1-2-0 7-3-0 7-3-0 7-3-0 14-6-0 7-3-0 7-3-0 7-3-0 14-6-04-6-70-6-44-1-12Scale = 1:29.4 Plate Offsets (X, Y):[2:0-3-8,Edge], [4:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL)-0.12 4-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.47 Vert(CT)-0.17 4-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.12 Horz(CT)0.01 4 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.07 4-5 >999 240 Weight: 50 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 WEDGE Left: 2x4 DF Stud/Std Right: 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-5 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=817/0-5-8, (min. 0-1-8), 4=682/0-5-8, (min. 0-1-8) Max Horiz 2=82 (LC 10) Max Uplift 2=-169 (LC 10), 4=-128 (LC 11) 27 27FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-965/302, 6-7=-821/315, 3-7=-803/327, 3-8=-800/324, 8-9=-821/311, 4-9=-962/308 BOT CHORD 2-5=-173/721, 4-5=-173/721 WEBS 3-5=0/286 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-13 to 1-9-3, Interior (1) 1-9-3 to 4-3-0, Exterior(2R) 4-3-0 to 10-3-0, Interior (1) 10-3-0 to 11-3-4, Exterior(2E) 11-3-4 to 14-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 2 and 128 lb uplift at joint 4. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E02 4 122-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:O0nXcBT9Zu8sEK2CBTwUcKzQnqd-IbUR47X_SQ4mB81auanWrtNXXYUv0moo0n1aPazQnZm 612 =4x8 =3x10 =3x10 =4x6 =8x12 =3x10 =3x10 =4x8 HGUS26-2 HUS26 HUS26 HUS26 HUS26 1 2 9 10 8 11 12 7 13 6 53 4 T1 T2 B1 W1 W2 W3 W2 W1 1-2-0 -1-2-0 3-4-6 7-3-0 3-4-6 10-7-6 3-10-10 14-6-0 3-10-10 3-10-10 3-4-6 7-3-0 3-4-6 10-7-6 3-10-10 14-6-0 3-10-10 3-10-104-6-70-6-44-1-12Scale = 1:31.2 Plate Offsets (X, Y):[2:0-1-1,0-1-13], [6:0-1-1,0-1-13], [8:0-6-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.11 8-9 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.70 Vert(CT)-0.15 8-9 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.51 Horz(CT)0.04 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.07 8-9 >999 240 Weight: 148 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=3760/0-5-8, (min. 0-2-0), 6=6419/0-5-8, (min. 0-3-7) Max Horiz 2=83 (LC 12) Max Uplift 2=-1043 (LC 8), 6=-1509 (LC 9) 28 28FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7065/1970, 3-4=-6350/1774, 4-5=-6353/1773, 5-6=-8690/2179 BOT CHORD 2-9=-1726/6064, 9-10=-1726/6064, 8-10=-1726/6064, 8-11=-1848/7514, 11-12=-1848/7514, 7-12=-1848/7514, 7-13=-1848/7514, 6-13=-1848/7514 WEBS 3-9=-215/661, 3-8=-525/248, 4-8=-1490/5316, 5-8=-2228/466, 5-7=-413/2306 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-5-0 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)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1509 lb uplift at joint 6 and 1043 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 6-1-8 from the left end to connect truss(es) A01 (2 ply 2x6 DF) to back face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-2-8 oc max. starting at 8-0-12 from the left end to 14-3-4 to connect truss(es) A02 (1 ply 2x4 DF or DF-N), A03 (1 ply 2x4 DF or DF-N), A04 (1 ply 2x4 DF or DF-N), A05 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-6=-84, 2-6=-14 Concentrated Loads (lb) Vert: 6=-1476 (B), 10=-2798 (B), 11=-1466 (B), 12=-1470 (B), 13=-1470 (B) Job Truss Truss Type Qty Ply E03 1 222-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:weoR6H4WnGRmE0sp6zpCetzQnpr-IbUR47X_SQ4mB81auanWrtNbjYRG0gio0n1aPazQnZm 612 =3x4 =2x4 =1.5x4 =2x4 =1.5x4 =4x5 =2x4 =2x4 =1.5x4 =2x4 =1.5x4 =3x4 91 2 14 13 12 11 10 8 1615 3 7 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1-2-0 14-2-0 1-2-0 -1-2-0 6-6-0 6-6-0 6-6-0 13-0-0 13-0-04-1-150-6-43-9-4Scale = 1:29.2 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.06 Horz(CT)0.00 8 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 13-0-0. (lb) -Max Horiz 2=-68 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 2, 8, 10, 11, 12, 13, 14 29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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 Corner(3E) -1-2-13 to 1-9-3, Exterior(2N) 1-9-3 to 3-6-0, Corner(3R) 3-6-0 to 9-6-0, Exterior(2N) 9-6-0 to 11-2-13, Corner(3E) 11-2-13 to 14-2-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 10)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01 1 122-044738T Common Supported Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:?okXqDTbF5TD4wJz_hOixdzQnpL-mo1qHTYcDjCdoIcmSIIlN4wqZxxKlE_yFRm7x0zQnZl 612 =3x10 =4x6 =2x4 =3x10 1 2 5 4 6 87 3 T1 T2 B1 W1 1-2-0 -1-2-0 6-6-0 6-6-0 6-6-0 13-0-0 6-6-0 6-6-0 6-6-0 13-0-04-1-150-6-43-9-4Scale = 1:27.4 Plate Offsets (X, Y):[2:0-10-0,0-0-5], [4:0-10-0,0-0-5] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL)-0.03 4-5 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.23 Vert(CT)-0.05 4-5 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.11 Horz(CT)0.01 4 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.02 4-5 >999 240 Weight: 54 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=744/0-5-8, (min. 0-1-8), 4=607/0-5-8, (min. 0-1-8) Max Horiz 2=77 (LC 14) Max Uplift 2=-156 (LC 10), 4=-114 (LC 11) 30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-870/308, 6-7=-740/318, 3-7=-735/330, 3-8=-735/327, 4-8=-869/314 BOT CHORD 2-5=-178/647, 4-5=-178/647 WEBS 3-5=-17/270 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) -1-2-13 to 1-9-3, Interior (1) 1-9-3 to 3-6-0, Exterior(2R) 3-6-0 to 9-9-4, Exterior(2E) 9-9-4 to 12-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 4 and 156 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F02 1 122-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:mKDZVyZcMYT519wVSNXbFJzQnpD-F_bCVpYE_1KUQSBz0?p_wITwALE6UgR5U5WhUTzQnZk 612 =3x10 =1.5x4 =7x8 =5x6 =7x8 =1.5x4 =3x10 HUS26 HUS26 HUS26 HUS26 1 2 8 9 10 7 11 12 6 3 5 4 T1 T2 B1 W2 W1 W2 W1 1-2-0 -1-2-0 2-11-14 6-6-0 2-11-14 9-5-14 3-6-2 3-6-2 3-6-2 13-0-0 3-11-13 8-5-15 4-6-1 4-6-1 4-6-1 13-0-04-1-150-6-43-9-4Scale = 1:30 Plate Offsets (X, Y):[2:0-10-0,0-0-5], [6:0-10-0,0-0-5], [7:0-4-0,0-4-12], [8:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL)-0.09 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.66 Vert(CT)-0.13 7-8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.83 Horz(CT)0.03 6 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.06 7-8 >999 240 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 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=2673/0-5-8, (min. 0-1-8), 6=4431/0-5-8, (min. 0-2-6) Max Horiz 2=77 (LC 12) Max Uplift 2=-747 (LC 8), 6=-1149 (LC 9) 31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5010/1418, 3-4=-4868/1430, 4-5=-6123/1711, 5-6=-6250/1700 BOT CHORD 2-8=-1236/4254, 8-9=-950/3536, 9-10=-950/3536, 7-10=-950/3536, 7-11=-1432/5386, 11-12=-1432/5386, 6-12=-1432/5386 WEBS 4-7=-1033/3769, 5-7=-102/301, 4-8=-549/1576, 3-8=-108/325 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 0-4-0 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)Unbalanced roof live loads have been considered for this design. 4)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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 1149 lb uplift at joint 6 and 747 lb uplift at joint 2. 8)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent at 6-0-12 from the left end to connect truss(es) A12 (1 ply 2x6 DF) to back face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 12-0-12 to connect truss(es) A11 (1 ply 2x4 DF or DF-N), A10 (1 ply 2x4 DF or DF-N), A09 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-6=-84, 2-6=-14 Concentrated Loads (lb) Vert: 9=-2154, 10=-1199, 11=-1199, 12=-1201 Job Truss Truss Type Qty Ply F03 1 222-044738T Common Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:rwuVKDofoOnrjbZ2okLzFKzQnmK-IbUR47X_SQ4mB81auanWrtNdJYRw0bio0n1aPazQnZm 3.3312 =3x6 =1.5x4 =3x4 =3x6 =4x5 Special Special Special Special NAILED NAILED NAILED NAILED NAILED NAILED 1 2 14 15 8 16 17 18 7 6 9 10 3 11 12 13 4 5 T1 W3 B1 W1 W2 2-1-4 -2-1-4 5-4-2 5-4-2 5-4-9 10-8-11 0-0-9 0-0-9 0-2-8 10-8-11 5-2-1 10-6-3 5-3-9 5-4-23-10-50-6-4 3-5-15Scale = 1:38.1 Plate Offsets (X, Y):[2:Edge,0-0-13] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL)-0.03 7-8 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.56 Vert(CT)-0.06 7-8 >999 240 BCLL 0.0 *Rep Stress Incr NO WB 0.51 Horz(CT)0.01 7 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Wind(LL)0.02 7-8 >999 240 Weight: 45 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=788/0-8-13, (min. 0-1-8), 7=627/ Mechanical, (min. 0-1-8) Max Horiz 2=129 (LC 5) Max Uplift 2=-272 (LC 4), 7=-194 (LC 8) 32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1088/269, 9-10=-1004/277, 3-10=-966/281, 4-7=-261/118 BOT CHORD 2-14=-305/969, 14-15=-305/969, 8-15=-305/969, 8-16=-305/969, 16-17=-305/969, 17-18=-305/969, 7-18=-305/969 WEBS 3-7=-949/320 NOTES 1)Wind: ASCE 7-16; 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 ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 7 and 272 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)WARNING: The following hangers are manually applied but fail due to geometric considerations: NAILED on back face at 3-11-10 from the left end, NAILED on back face at 3-11-10 from the left end, NAILED on back face at 6-4-8 from the left end, NAILED on back face at 6-4-8 from the left end, NAILED on back face at 8-9-5 from the left end, NAILED on back face at 8-9-5 from the left end. 8)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 9)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 23 lb down and 53 lb up at 3-5-0, and 90 lb down and 108 lb up at 7-0-5 on top chord, and 6 lb down at 3-5-0, and 42 lb down at 7-0-5 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-5=-14, 2-6=-14 Concentrated Loads (lb) Vert: 11=-6, 12=-90, 13=-70, 16=-6, 17=-17, 18=-15 Job Truss Truss Type Qty Ply HB1 2 122-044738T Diagonal Hip Girder Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:TK1OIe3Lxh9fM355zky5h?zQoZd-F_bCVpYE_1KUQSBz0?p_wITpcL9yUaB5U5WhUTzQnZk 8.9412 =3x4 =3x4 =4x5 =5x6 =2x4 =2x6 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 1617 18 19 15123456789 10 14 38 39 11 13 12 W1 T1 T2 T3 T4 W2 B1 B2 ST4 ST3 ST2 ST1ST1ST1ST1ST1ST1ST1 ST3 ST2 ST5 ST6 ST6 3-5-7 30-5-12 5-8-11 19-2-14 7-9-7 27-0-5 13-6-3 13-6-3 30-5-127-1-92-10-51-3-141-3-141-3-141-6-72-10-54-3-37-1-9Scale = 1:54.2 Plate Offsets (X, Y):[16:0-3-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horiz(TL)0.01 20 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-R Weight: 151 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-9, 16-19. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 30-5-12. (lb) -Max Horiz 37=-211 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37 except 20=-155 (LC 9), 21=-211 (LC 6), 22=-118 (LC 7) Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 37 33 33FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-1-12 to 3-2-14, Interior (1) 3-2-14 to 16-2-5, Exterior(2R) 16-2-5 to 22-3-7, Interior (1) 22-3-7 to 27-0-5, Exterior(2E) 27-0-5 to 30-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) 37, 26, 27, 28, 30, 31, 32, 33, 34, 35, 36, 25, 24, 23 except (jt=lb) 20=155, 22=117, 21=210. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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-A1 1 122-044738T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:oksRIEEhFBAUoK7RJmfXJFzQoVX-jA9ai9ZslLSL2cm9ZjKDSV?6hlcCD68FilFE0vzQnZj 8.9412 =3x4 =4x5 =4x8 =2x4 =2x4 1 15 14 13 12 11 10 9 2 3 16 6 7 84 5 T1 T2 T3 W1 B1 ST4 ST3 ST2 ST1 ST3 ST5 2-1-15 11-8-6 3-6-7 15-2-13 9-6-7 9-6-7 15-2-137-1-90-0-4 5-6-31-7-6Scale = 1:34.8 Plate Offsets (X, Y):[6:0-4-0,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.07 Vert(TL)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horiz(TL)0.00 9 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-SH Weight: 88 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, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 10-11,9-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 15-2-13. (lb) -Max Horiz 1=250 (LC 7) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 9, 10, 11, 12, 13, 14 except 15=-149 (LC 10) Max Grav All reactions 250 (lb) or less at joint(s) 1, 9, 10, 11, 12, 13, 14 except 15=314 (LC 23) 34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind: ASCE 7-16; 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(2E) 0-5-4 to 3-6-12, Interior (1) 3-6-12 to 6-6-12, Exterior(2R) 6-6-12 to 9-6-12, Exterior(2E) 9-6-12 to 11-8-12, Interior (1) 11-8-12 to 12-1-6, Exterior(2E) 12-1-6 to 15-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3)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) 1, 9, 12, 13, 14, 11, 10 except (jt=lb) 15=149. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 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-A2 1 122-044738T Lay-In Gable Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:GafoafcJt?b6Zn_6OBWzPUzQoGr-jA9ai9ZslLSL2cm9ZjKDSV?4klcrD62FilFE0vzQnZj 6 12 =3x4 =3x6 1 2 4 3 T1 B1 HW1 1-2-0 -1-2-0 6-0-0 6-0-0 6-0-03-10-150-6-4 3-6-4Scale = 1:23.2 Plate Offsets (X, Y):[2:Edge,0-0-15], [2:0-0-14,0-5-7] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL)-0.06 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.22 Vert(CT)-0.09 2-4 >723 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 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 WEDGE Left: 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=418/0-5-8, (min. 0-1-8), 3=224/ Mechanical, (min. 0-1-8), 4=40/ Mechanical, (min. 0-1-8) Max Horiz 2=144 (LC 10) Max Uplift 2=-77 (LC 10), 3=-123 (LC 10) Max Grav 2=418 (LC 1), 3=224 (LC 1), 4=97 (LC 3) 35 35FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 3 and 77 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1 30 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:sxvqhkrwH9_mHn0jB5fxECzQocV-F_bCVpYE_1KUQSBz0?p_wITv?LELUh85U5WhUTzQnZk 6 12 =3x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 4-9-15 4-9-15 4-9-153-3-140-6-4 2-11-4Scale = 1:21.5 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(CT)-0.01 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 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 BRACING TOP CHORD Structural wood sheathing directly applied or 4-9-15 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=171/ Mechanical, (min. 0-1-8), 4=32/ Mechanical, (min. 0-1-8) Max Horiz 2=119 (LC 10) Max Uplift 2=-72 (LC 10), 3=-95 (LC 10) Max Grav 2=365 (LC 1), 3=171 (LC 1), 4=77 (LC 3) 36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3 and 72 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1A 2 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:9puKIlLedl8yi4fc5CuZPrzQobs-F_bCVpYE_1KUQSBz0?p_wITyLLHwUh85U5WhUTzQnZk 6 12 =3x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 3-5-15 3-5-15 3-5-152-7-140-6-4 2-3-4Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 15 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 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 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=308/0-5-8, (min. 0-1-8), 3=107/ Mechanical, (min. 0-1-8), 4=22/ Mechanical, (min. 0-1-8) Max Horiz 2=92 (LC 10) Max Uplift 2=-66 (LC 10), 3=-63 (LC 10) Max Grav 2=308 (LC 1), 3=107 (LC 1), 4=54 (LC 3) 37 37FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 3 and 66 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1B 2 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:_WIShQqkC2BHVEjIRccx0HzQobE-F_bCVpYE_1KUQSBz0?p_wIT?sLHPUh85U5WhUTzQnZk 6 12 =3x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 2-1-15 2-1-15 2-1-151-11-140-6-4 1-7-4Scale = 1:19.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.01 Vert(CT)n/a -n/a 999 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 10 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 BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-15 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=262/0-5-8, (min. 0-1-8), 3=31/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=65 (LC 10) Max Uplift 2=-63 (LC 10), 3=-28 (LC 10) Max Grav 2=262 (LC 1), 3=31 (LC 1), 4=32 (LC 3) 38 38FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 63 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1C 2 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:AAWT7pNzcssuP8fxaZvVLnzQoaX-F_bCVpYE_1KUQSBz0?p_wIT?sLHZUh85U5WhUTzQnZk 4 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 6-4-8 6-4-8 6-4-82-9-140-3-15 2-5-7Scale = 1:20.4 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL)-0.07 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.25 Vert(CT)-0.12 2-4 >599 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 20 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 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=434/0-5-8, (min. 0-1-8), 3=241/ Mechanical, (min. 0-1-8), 4=43/ Mechanical, (min. 0-1-8) Max Horiz 2=107 (LC 6) Max Uplift 2=-133 (LC 6), 3=-105 (LC 6) Max Grav 2=434 (LC 1), 3=241 (LC 1), 4=103 (LC 3) 39 39FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 133 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J2 2 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:PA5IbihGUs7CW8ex50NbOFzQoa7-F_bCVpYE_1KUQSBz0?p_wITuqLEoUh85U5WhUTzQnZk 4 12 =2x4 1 2 4 3 T1 B1 1-2-0 -1-2-0 3-4-8 3-4-8 3-4-81-9-140-3-15 1-5-7Scale = 1:18.7 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL (roof)35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)0.00 2-4 >999 360 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(CT)-0.01 2-4 >999 240 BCLL 0.0 *Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCDL 7.0 Code IRC2018/TPI2014 Matrix-P Weight: 11 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 3-4-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=301/0-5-8, (min. 0-1-8), 3=101/ Mechanical, (min. 0-1-8), 4=22/ Mechanical, (min. 0-1-8) Max Horiz 2=67 (LC 6) Max Uplift 2=-112 (LC 6), 3=-49 (LC 10) Max Grav 2=301 (LC 1), 3=101 (LC 1), 4=52 (LC 3) 40 40FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 4)Refer to girder(s) for truss to truss connections. 5)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 112 lb uplift at joint 2. 6)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J2A 2 122-044738T Jack-Open Job Reference (optional) Run: 8.53 S Dec 17 2021 Print: 8.530 S Dec 17 2021 MiTek Industries, Inc. Thu Apr 14 12:44:32 Page: 1 ID:?sxaXUs3B9uDCIjdwydtzCzQoZv-F_bCVpYE_1KUQSBz0?p_wIT?sLHnUh85U5WhUTzQnZk